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HomeMy WebLinkAboutTRUSSCUTS - revisionAlpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone: (800)755-6001 www.alpineitw.com Site Information:Page 1: Customer: Central Florida Truss, Inc.Job Number: 21-0330 Job Description: /GROZA BUILDERS, INC. / /WELLS RESIDENCE Address: XXXX BROCKSMITH ROAD, St. Lucie, FL Job Engineering Criteria: Design Code: FBC 7th Ed. 2020 Res IntelliVIEW Version: 20.02.00A JRef #: 1X4V7610002 Wind Standard: ASCE 7-16 Wind Speed (mph): 170 Design Loading (psf): 37.00 Building Type: Closed This package contains general notes pages, 89 truss drawing(s) and 4 detail(s). Item Drawing Number Truss Item Drawing Number Truss 1 116.21.0941.18047 T1 2 116.21.0941.28150 T2 3 116.21.0941.57010 T3 4 116.21.0942.54473 T4 5 116.21.0946.39237 T5 6 116.21.0946.41640 T6 7 116.21.0946.44487 T7 8 116.21.0946.49823 T8 9 116.21.0946.54487 T9 10 116.21.0946.57463 T10 11 116.21.0947.00517 T11 12 116.21.0947.03800 T12 13 116.21.0947.12133 T13 14 116.21.0947.19423 T14 15 116.21.0947.23330 T15 16 116.21.0947.29803 T16 17 116.21.0947.34903 T17 18 116.21.0947.42233 T18 19 116.21.0947.45847 T19 20 116.21.0948.44520 T20 21 116.21.0948.46620 T21 22 116.21.0948.48310 T22 23 116.21.0948.50130 T23 24 116.21.0948.52330 T24 25 116.21.0949.10567 T25 26 116.21.0949.12847 T26 27 116.21.0949.14877 T27 28 116.21.0949.17883 T28 29 116.21.0949.21280 T29 30 116.21.0949.23803 T30 31 116.21.1002.43447 T31 32 116.21.1006.12297 T32 33 116.21.1006.14553 T33 34 116.21.1006.22550 T34 35 116.21.1010.12473 T35 36 116.21.1010.24627 T36 37 116.21.1029.34257 T37 38 116.21.1010.32713 T38 39 116.21.1011.05490 T39 40 116.21.1011.08400 T40 41 116.21.1011.11770 T41 42 116.21.1011.25157 T42 43 116.21.1011.40730 T43 44 116.21.1011.52967 T44 45 116.21.1011.59220 T44 46 116.21.1012.01100 T45 47 116.21.1012.23283 T45 48 116.21.1012.38283 T46 49 116.21.1012.42753 T46 50 116.21.1012.45220 T47 51 116.21.1012.47873 T47 52 116.21.1012.49667 T48 Florida Certificate of Product Approval #FL1999 Printed 4/26/2021 10:40:17 AM 04/26/2021 COA #0 278 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone: (800)755-6001 www.alpineitw.com Site Information:Page 2: Customer: Central Florida Truss, Inc.Job Number: 21-0330 Job Description: /GROZA BUILDERS, INC. / /WELLS RESIDENCE Address: XXXX BROCKSMITH ROAD, St. Lucie, FL Item Drawing Number Truss Item Drawing Number Truss 53 116.21.1012.51957 T48 54 116.21.1012.57113 T49 55 116.21.1016.28850 T49 56 116.21.1016.32890 T50 57 116.21.1016.34810 V1 58 116.21.1016.36537 V2 59 116.21.1016.38190 V3 60 116.21.1016.42890 V4 61 116.21.1016.44443 V5 62 116.21.1016.46503 V6 63 116.21.1016.48300 V7 64 116.21.1016.49883 V8 65 116.21.1016.51480 J1 66 116.21.1016.52983 J2 67 116.21.1016.54387 J3 68 116.21.1016.55660 J4 69 116.21.1016.57583 J5 70 116.21.1016.59907 J6 71 116.21.1017.15350 J6G 72 116.21.1017.16900 K1 73 116.21.1017.28023 K2 74 116.21.1017.29967 K3 75 116.21.1017.32113 K4 76 116.21.1018.03930 K5 77 116.21.1018.43897 K6 78 116.21.1023.03773 C1 79 116.21.1023.08323 C1A 80 116.21.1023.10853 C2 81 116.21.1023.13727 C2A 82 116.21.1023.57337 C3 83 116.21.1024.06870 C4 84 116.21.1024.52970 C5 85 116.21.1026.51293 C5A 86 116.21.1026.53067 C6 87 116.21.1026.54527 HJ7A 88 116.21.1026.55830 HJ7BL 89 116.21.1026.57123 HJ7BR 90 BRCLBSUB0119 91 DEFLCAMB1014 92 VAL180160118 93 VALTN160118 Florida Certificate of Product Approval #FL1999 Printed 4/26/2021 10:40:17 AM 04/26/2021 COA #0 278 General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer’s seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.org. Fire Retardant Treated Lumber: Fire retardant treated lumber must be properly re-dried and maintained below 19% or less moisture level through all stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special handling care must be taken to prevent breakage during all handling activities. Page 1 of 3 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. CL = Certified lumber. Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. FRT = Fire Retardant Treated lumber. FRT-DB = D-Blaze Fire Retardant Treated lumber. FRT-DC = Dricon Fire Retardant Treated lumber. FRT-FP = FirePRO Fire Retardant Treated lumber. FRT-FL = FlamePRO Fire Retardant Treated lumber. FRT-FT = FlameTech Fire Retardant Treated lumber. FRT-PG = PYRO-GUARD Fire Retardant Treated lumber. g = green lumber. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. Ic = Incised lumber. FJ = Finger Jointed lumber. L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). Rw = maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the identified location (Loc). TCDL = Top Chord standard design Dead Load in pounds per square foot. TCLL = Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W = Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. Page 2 of 3 References: 1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org. 2. ICC: International Code Council; www.iccsafe.org. 3. Alpine, a division of ITW Building Components Group Inc.: 514 Earth City Expressway, Suite 242, Earth City, MO 63045; www.alpineitw.com. 4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcindustry.com. Page 3 of 3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; W1,W9 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 28 plf at 0.00 to 28 plf at 16.92 BC: From 10 plf at 0.00 to 10 plf at 16.92 BC: 1573 lb Conc. Load at 1.67,13.67 BC: 1566 lb Conc. Load at 3.67 BC: 1575 lb Conc. Load at 5.67, 7.67, 9.67 BC: 1574 lb Conc. Load at 11.67 BC: 1587 lb Conc. Load at 15.67 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 6455 /-/-/-/3927 /- F 6782 /-/-/-/4135 /- Wind reactions based on MWFRS J Brg Width = 3.5 Min Req =2.5 F Brg Width = 3.5 Min Req =2.7 Bearings J & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 811 -1331 B - C 1318 -2160 Chords Tens.Comp. C - D 1133 -1859 D - E 1133 -1859 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 1223 -744 Chords Tens.Comp. H - G 2144 -1309 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 1261 -2067 A - I 1961 -1193 B - I 311 -481 B - H 1340 -820 Webs Tens.Comp. C - G 255 -415 G - E 2573 -1568 E - F 1105 -1801 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.89 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.055 H 999 360 VERT(CL):0.091 H 999 240 HORZ(LL):-0.019 B - - HORZ(TL):0.031 B - - Creep Factor: 2.0 Max TC CSI:0.245 Max BC CSI:0.821 Max Web CSI:0.581 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T1 Ply: 3 Qty:1 SEQN:166393 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T62 DrwNo:116.21.0941.18047 AK /WHK 04/26/2021 3 Complete Trusses Required W1 W9 1"16'9"1" 2'9"2 2'9"2 7'7"7 4'10"5 12'0"7 4'5"1 16'11" 4'10"9 2'9"2 2'9"2 7'3"15 4'6"13 12'0"7 4'8"9 16'11" 4'10"93'10"125'0"811'5" A B C D E FGHIJ 5 12 5X5 3X10 4X8 5X5 5X6 3X4 1.5X4 7X8 5X6 3X10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; W1,W9 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 28 plf at 0.00 to 28 plf at 16.92 BC: From 10 plf at 0.00 to 10 plf at 16.92 BC: 1573 lb Conc. Load at 1.67,13.67 BC: 1566 lb Conc. Load at 3.67 BC: 1575 lb Conc. Load at 5.67, 7.67, 9.67 BC: 1574 lb Conc. Load at 11.67 BC: 1587 lb Conc. Load at 15.67 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 6455 /-/-/-/3927 /- F 6782 /-/-/-/4135 /- Wind reactions based on MWFRS J Brg Width = 3.5 Min Req =2.5 F Brg Width = 3.5 Min Req =2.7 Bearings J & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 811 -1331 B - C 1318 -2160 Chords Tens.Comp. C - D 1133 -1859 D - E 1133 -1859 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 1223 -744 Chords Tens.Comp. H - G 2144 -1309 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 1261 -2067 A - I 1961 -1193 B - I 311 -481 B - H 1340 -820 Webs Tens.Comp. C - G 255 -415 G - E 2573 -1568 E - F 1105 -1801 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.89 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.055 H 999 360 VERT(CL):0.091 H 999 240 HORZ(LL):-0.019 B - - HORZ(TL):0.031 B - - Creep Factor: 2.0 Max TC CSI:0.245 Max BC CSI:0.821 Max Web CSI:0.581 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T1 Ply: 3 Qty:1 SEQN:166393 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T62 DrwNo:116.21.0941.18047 AK /WHK 04/26/2021 3 Complete Trusses Required W1 W9 1"16'9"1" 2'9"2 2'9"2 7'7"7 4'10"5 12'0"7 4'5"1 16'11" 4'10"9 2'9"2 2'9"2 7'3"15 4'6"13 12'0"7 4'8"9 16'11" 4'10"93'10"125'0"811'5" A B C D E FGHIJ 5 12 5X5 3X10 4X8 5X5 5X6 3X4 1.5X4 7X8 5X6 3X10 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 5.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 5.08 TC: From 28 plf at 5.08 to 28 plf at 13.71 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 5.08 BC: From 10 plf at 5.08 to 10 plf at 13.71 BC: 1312 lb Conc. Load at 5.08 BC: 689 lb Conc. Load at 7.08, 9.08 BC: 686 lb Conc. Load at 11.08 BC: 685 lb Conc. Load at 13.08 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 2037 /-/-/-/1260 /- G 2789 /-/-/-/1751 /- Wind reactions based on MWFRS K Brg Width = 7.6 Min Req =1.5 G Brg Width = 3.5 Min Req =1.6 Bearings K & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1406 -2289 Chords Tens.Comp. C - D 786 -1266 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 2091 -1277 J - I 2058 -1258 Chords Tens.Comp. I - H 1076 -665 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - C 790 -445 C - I 613 -1017 Webs Tens.Comp. I - D 1394 -840 D - H 898 -1453 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.054 J 999 360 VERT(CL):0.093 J 999 240 HORZ(LL):0.019 F - - HORZ(TL):0.032 F - - Creep Factor: 2.0 Max TC CSI:0.330 Max BC CSI:0.652 Max Web CSI:0.411 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T2 Ply: 2 Qty:1 SEQN:166280 MONO FROM: Cust: R 761 JRef:1X4V7610002 T38 DrwNo:116.21.0941.28150 AK /WHK 04/26/2021 2 Complete Trusses Required 13'8"8 5'2"15 5'2"15 9'5"6 4'2"6 13'6" 4'0"10 13'8"8 2"8 5'1"3 5'1"3 9'1"14 4'0"10 13'2"12 4'0"14 13'8"8 5"12 1' 4"1 6'0"106'5"59'5"A B C D E F GHIJK 5 12 3X5(A1)4X4 3X4 4X5 3X8 1.5X4 10X10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 5.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 5.08 TC: From 28 plf at 5.08 to 28 plf at 13.71 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 5.08 BC: From 10 plf at 5.08 to 10 plf at 13.71 BC: 1312 lb Conc. Load at 5.08 BC: 689 lb Conc. Load at 7.08, 9.08 BC: 686 lb Conc. Load at 11.08 BC: 685 lb Conc. Load at 13.08 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 2037 /-/-/-/1260 /- G 2789 /-/-/-/1751 /- Wind reactions based on MWFRS K Brg Width = 7.6 Min Req =1.5 G Brg Width = 3.5 Min Req =1.6 Bearings K & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1406 -2289 Chords Tens.Comp. C - D 786 -1266 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 2091 -1277 J - I 2058 -1258 Chords Tens.Comp. I - H 1076 -665 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - C 790 -445 C - I 613 -1017 Webs Tens.Comp. I - D 1394 -840 D - H 898 -1453 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.054 J 999 360 VERT(CL):0.093 J 999 240 HORZ(LL):0.019 F - - HORZ(TL):0.032 F - - Creep Factor: 2.0 Max TC CSI:0.330 Max BC CSI:0.652 Max Web CSI:0.411 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T2 Ply: 2 Qty:1 SEQN:166280 MONO FROM: Cust: R 761 JRef:1X4V7610002 T38 DrwNo:116.21.0941.28150 AK /WHK 04/26/2021 2 Complete Trusses Required 13'8"8 5'2"15 5'2"15 9'5"6 4'2"6 13'6" 4'0"10 13'8"8 2"8 5'1"3 5'1"3 9'1"14 4'0"10 13'2"12 4'0"14 13'8"8 5"12 1' 4"1 6'0"106'5"59'5"A B C D E F GHIJK 5 12 3X5(A1)4X4 3X4 4X5 3X8 1.5X4 10X10 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T1 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; B3 2x4 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 6.94 TC: From 28 plf at 6.94 to 28 plf at 35.17 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.97 BC: From 10 plf at 6.97 to 10 plf at 35.17 TC: 378 lb Conc. Load at 6.97 TC: 168 lb Conc. Load at 9.00,11.00,13.00,15.00 17.00,19.00,21.00,23.00,25.00,27.00,29.00,31.00 33.00,35.00 BC: 485 lb Conc. Load at 6.97 BC: 125 lb Conc. Load at 9.00,11.00,13.00,15.00 17.00,19.00,21.00,23.00,25.00,27.00,29.00,31.00 33.00,35.00 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 3196 /-/-/-/1956 /- I 3406 /-/-/-/2093 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 I Brg Width = 3.5 Min Req =2.0 Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2231 -3649 C - D 2864 -4688 D - E 3077 -5030 Chords Tens.Comp. E - F 3077 -5030 F - G 2654 -4336 G - H 1651 -2699 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 3332 -2026 N - M 3347 -2028 M - L 4737 -2907 Chords Tens.Comp. L - K 4399 -2705 K - J 2818 -1738 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 1514 -944 M - D 439 -491 L - F 717 -423 F - K 516 -644 Webs Tens.Comp. K - G 1736 -1047 G - J 880 -1198 J - H 3031 -1854 H - I 1046 -1588 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.52 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.399 E 999 360 VERT(CL):0.701 E 599 240 HORZ(LL):-0.078 I - - HORZ(TL):0.138 I - - Creep Factor: 2.0 Max TC CSI:0.590 Max BC CSI:0.849 Max Web CSI:0.684 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T3 Ply: 2 Qty:1 SEQN:166293 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T9 DrwNo:116.21.0941.57010 AK /WHK 04/26/2021 2 Complete Trusses Required T1 B3 35'2" 6'11"4 6'11"4 12'9"13 5'10"9 18'3"2 5'5"5 23'8"6 5'5"5 29'3"7 5'7"1 35'2" 5'10"9 7'1" 7'1" 12'6"5 5'5"5 18'3"2 5'8"13 23'11"14 5'8"13 29'7"7 5'7"9 35'2" 5'6"91' 4"1 3'2"123'7"89'5"A B C D E F G H IJKLMN 5 12 3X8(A1) 5X8 1.5X4 H0510 3X4 5X5 3X8 3X4 5X8 4X5 4X8 4X8 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T1 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; B3 2x4 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 6.94 TC: From 28 plf at 6.94 to 28 plf at 35.17 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.97 BC: From 10 plf at 6.97 to 10 plf at 35.17 TC: 378 lb Conc. Load at 6.97 TC: 168 lb Conc. Load at 9.00,11.00,13.00,15.00 17.00,19.00,21.00,23.00,25.00,27.00,29.00,31.00 33.00,35.00 BC: 485 lb Conc. Load at 6.97 BC: 125 lb Conc. Load at 9.00,11.00,13.00,15.00 17.00,19.00,21.00,23.00,25.00,27.00,29.00,31.00 33.00,35.00 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 3196 /-/-/-/1956 /- I 3406 /-/-/-/2093 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 I Brg Width = 3.5 Min Req =2.0 Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2231 -3649 C - D 2864 -4688 D - E 3077 -5030 Chords Tens.Comp. E - F 3077 -5030 F - G 2654 -4336 G - H 1651 -2699 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 3332 -2026 N - M 3347 -2028 M - L 4737 -2907 Chords Tens.Comp. L - K 4399 -2705 K - J 2818 -1738 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 1514 -944 M - D 439 -491 L - F 717 -423 F - K 516 -644 Webs Tens.Comp. K - G 1736 -1047 G - J 880 -1198 J - H 3031 -1854 H - I 1046 -1588 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.52 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.399 E 999 360 VERT(CL):0.701 E 599 240 HORZ(LL):-0.078 I - - HORZ(TL):0.138 I - - Creep Factor: 2.0 Max TC CSI:0.590 Max BC CSI:0.849 Max Web CSI:0.684 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T3 Ply: 2 Qty:1 SEQN:166293 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T9 DrwNo:116.21.0941.57010 AK /WHK 04/26/2021 2 Complete Trusses Required T1 B3 35'2" 6'11"4 6'11"4 12'9"13 5'10"9 18'3"2 5'5"5 23'8"6 5'5"5 29'3"7 5'7"1 35'2" 5'10"9 7'1" 7'1" 12'6"5 5'5"5 18'3"2 5'8"13 23'11"14 5'8"13 29'7"7 5'7"9 35'2" 5'6"91' 4"1 3'2"123'7"89'5"A B C D E F G H IJKLMN 5 12 3X8(A1) 5X8 1.5X4 H0510 3X4 5X5 3X8 3X4 5X8 4X5 4X8 4X8 2X6 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1388 /-/-/843 /807 /244 I 1315 /-/-/649 /790 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.6 I Brg Width = 3.5 Min Req =1.6 Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1684 -2829 C - D 1521 -2585 D - E 1868 -3054 Chords Tens.Comp. E - F 1760 -2913 F - G 1760 -2913 G - H 1145 -1907 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 2565 -1698 M - L 2354 -1459 Chords Tens.Comp. L - K 3076 -1890 K - J 1981 -1201 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - L 810 -473 K - G 1084 -651 G - J 722 -962 Webs Tens.Comp. J - H 2188 -1313 H - I 810 -1258 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.52 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.253 E 999 360 VERT(CL):0.473 E 889 240 HORZ(LL):0.062 I - - HORZ(TL):0.115 I - - Creep Factor: 2.0 Max TC CSI:0.657 Max BC CSI:0.845 Max Web CSI:0.752 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T4 Ply: 1 Qty:1 SEQN:166297 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T2 DrwNo:116.21.0942.54473 AK /WHK 04/26/2021 35'2" 4'9"8 4'9"8 8'11"4 4'1"12 15'8"9 6'9"5 22'0"10 6'4"1 28'4"11 6'4"1 35'2" 6'9"5 8'11"4 8'11"4 15'5"1 6'5"13 22'0"10 6'7"9 28'8"3 6'7"9 35'2" 6'5"131' 4"1 4'0"124'5"8(a) 9'5"A B C D E F G H IJKLM 5 12 3X6(A1) 1.5X4 5X8 3X4 5X5 3X4 5X5 4X7 3X4 5X8 5X5 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1388 /-/-/843 /807 /244 I 1315 /-/-/649 /790 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.6 I Brg Width = 3.5 Min Req =1.6 Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1684 -2829 C - D 1521 -2585 D - E 1868 -3054 Chords Tens.Comp. E - F 1760 -2913 F - G 1760 -2913 G - H 1145 -1907 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 2565 -1698 M - L 2354 -1459 Chords Tens.Comp. L - K 3076 -1890 K - J 1981 -1201 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - L 810 -473 K - G 1084 -651 G - J 722 -962 Webs Tens.Comp. J - H 2188 -1313 H - I 810 -1258 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.52 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.253 E 999 360 VERT(CL):0.473 E 889 240 HORZ(LL):0.062 I - - HORZ(TL):0.115 I - - Creep Factor: 2.0 Max TC CSI:0.657 Max BC CSI:0.845 Max Web CSI:0.752 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T4 Ply: 1 Qty:1 SEQN:166297 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T2 DrwNo:116.21.0942.54473 AK /WHK 04/26/2021 35'2" 4'9"8 4'9"8 8'11"4 4'1"12 15'8"9 6'9"5 22'0"10 6'4"1 28'4"11 6'4"1 35'2" 6'9"5 8'11"4 8'11"4 15'5"1 6'5"13 22'0"10 6'7"9 28'8"3 6'7"9 35'2" 6'5"131' 4"1 4'0"124'5"8(a) 9'5"A B C D E F G H IJKLM 5 12 3X6(A1) 1.5X4 5X8 3X4 5X5 3X4 5X5 4X7 3X4 5X8 5X5 1.5X6 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1388 /-/-/869 /800 /295 I 1315 /-/-/662 /796 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.6 I Brg Width = 3.5 Min Req =1.6 Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1615 -2834 C - D 1430 -2404 D - E 1565 -2532 Chords Tens.Comp. E - F 1404 -2299 F - G 1404 -2299 G - H 887 -1465 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 2562 -1677 N - M 2559 -1679 M - L 2172 -1376 Chords Tens.Comp. L - K 2542 -1577 K - J 1528 -933 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 338 -431 D - L 454 -265 K - G 983 -599 Webs Tens.Comp. G - J 738 -994 J - H 1848 -1119 H - I 814 -1266 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.52 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.193 E 999 360 VERT(CL):0.361 E 999 240 HORZ(LL):0.057 J - - HORZ(TL):0.106 J - - Creep Factor: 2.0 Max TC CSI:0.616 Max BC CSI:0.666 Max Web CSI:0.938 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T5 Ply: 1 Qty:1 SEQN:166338 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T3 DrwNo:116.21.0946.39237 AK /WHK 04/26/2021 35'2" 5'11"4 5'11"4 10'11"4 5' 17'2"9 6'3"5 23'0"10 5'10"1 28'10"11 5'10"1 35'2" 6'3"5 5'9"8 5'9"8 10'11"4 5'1"12 16'11"1 5'11"13 23'0"10 6'1"9 29'2"3 6'1"9 35'2" 5'11"131' 4"1 4'10"125'3"8(a) 9'5"A B C D E F G H IJKLMN 5 12 3X6(A1)1.5X4 3X4 5X8 3X4 5X5 3X4 5X5 3X8 3X4 5X8 4X6 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1388 /-/-/869 /800 /295 I 1315 /-/-/662 /796 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.6 I Brg Width = 3.5 Min Req =1.6 Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1615 -2834 C - D 1430 -2404 D - E 1565 -2532 Chords Tens.Comp. E - F 1404 -2299 F - G 1404 -2299 G - H 887 -1465 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 2562 -1677 N - M 2559 -1679 M - L 2172 -1376 Chords Tens.Comp. L - K 2542 -1577 K - J 1528 -933 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 338 -431 D - L 454 -265 K - G 983 -599 Webs Tens.Comp. G - J 738 -994 J - H 1848 -1119 H - I 814 -1266 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.52 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.193 E 999 360 VERT(CL):0.361 E 999 240 HORZ(LL):0.057 J - - HORZ(TL):0.106 J - - Creep Factor: 2.0 Max TC CSI:0.616 Max BC CSI:0.666 Max Web CSI:0.938 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T5 Ply: 1 Qty:1 SEQN:166338 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T3 DrwNo:116.21.0946.39237 AK /WHK 04/26/2021 35'2" 5'11"4 5'11"4 10'11"4 5' 17'2"9 6'3"5 23'0"10 5'10"1 28'10"11 5'10"1 35'2" 6'3"5 5'9"8 5'9"8 10'11"4 5'1"12 16'11"1 5'11"13 23'0"10 6'1"9 29'2"3 6'1"9 35'2" 5'11"131' 4"1 4'10"125'3"8(a) 9'5"A B C D E F G H IJKLMN 5 12 3X6(A1)1.5X4 3X4 5X8 3X4 5X5 3X4 5X5 3X8 3X4 5X8 4X6 1.5X6 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1388 /-/-/891 /792 /345 H 1315 /-/-/677 /803 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.6 H Brg Width = 3.5 Min Req =1.6 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1572 -2798 C - D 1325 -2243 D - E 1315 -2117 Chords Tens.Comp. E - F 917 -1494 F - G 917 -1494 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 2522 -1677 L - K 2519 -1678 Chords Tens.Comp. K - J 2013 -1291 J - I 2113 -1319 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 430 -560 D - K 451 -134 E - I 504 -778 Webs Tens.Comp. I - G 1849 -1135 F - I 438 -452 G - H 826 -1255 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.52 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.162 K 999 360 VERT(CL):0.302 K 999 240 HORZ(LL):0.054 I - - HORZ(TL):0.101 I - - Creep Factor: 2.0 Max TC CSI:0.868 Max BC CSI:0.757 Max Web CSI:0.869 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T6 Ply: 1 Qty:1 SEQN:166342 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T4 DrwNo:116.21.0946.41640 AK /WHK 04/26/2021 35'2" 6'11"4 6'11"4 12'11"4 6' 20'6"8 7'7"4 27'8"8 7'2" 35'2" 7'5"8 6'9"8 6'9"8 12'11"4 6'1"12 20'3" 7'3"12 27'8"8 7'5"8 35'2" 7'5"81' 4"1 5'8"126'1"8(a)(a) 9'5"A B C D E F G HIJKL 5 12 3X6(A1)1.5X4 3X4 5X8 5X5 3X4 5X5 1.5X4 6X8 4X6 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1388 /-/-/891 /792 /345 H 1315 /-/-/677 /803 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.6 H Brg Width = 3.5 Min Req =1.6 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1572 -2798 C - D 1325 -2243 D - E 1315 -2117 Chords Tens.Comp. E - F 917 -1494 F - G 917 -1494 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 2522 -1677 L - K 2519 -1678 Chords Tens.Comp. K - J 2013 -1291 J - I 2113 -1319 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 430 -560 D - K 451 -134 E - I 504 -778 Webs Tens.Comp. I - G 1849 -1135 F - I 438 -452 G - H 826 -1255 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.52 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.162 K 999 360 VERT(CL):0.302 K 999 240 HORZ(LL):0.054 I - - HORZ(TL):0.101 I - - Creep Factor: 2.0 Max TC CSI:0.868 Max BC CSI:0.757 Max Web CSI:0.869 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T6 Ply: 1 Qty:1 SEQN:166342 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T4 DrwNo:116.21.0946.41640 AK /WHK 04/26/2021 35'2" 6'11"4 6'11"4 12'11"4 6' 20'6"8 7'7"4 27'8"8 7'2" 35'2" 7'5"8 6'9"8 6'9"8 12'11"4 6'1"12 20'3" 7'3"12 27'8"8 7'5"8 35'2" 7'5"81' 4"1 5'8"126'1"8(a)(a) 9'5"A B C D E F G HIJKL 5 12 3X6(A1)1.5X4 3X4 5X8 5X5 3X4 5X5 1.5X4 6X8 4X6 1.5X6 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 441 /-/-/309 /138 /396 S 1269 /-/0 /808 /864 /0 J 993 /-/-/490 /591 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 S Brg Width = 3.5 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 Bearings B, S, & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -434 D - E 684 -1316 E - F 940 -1578 Chords Tens.Comp. F - G 809 -1345 G - H 806 -1338 H - I 318 -538 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 383 -304 P - O 1157 -699 Chords Tens.Comp. O - L 1593 -958 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 337 -384 S - R 776 -1066 R - D 800 -1029 D - P 1059 -647 E - O 514 -335 Webs Tens.Comp. L - H 1174 -713 L - K 640 -377 H - K 741 -1097 K - I 1020 -603 I - J 603 -962 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.52 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.109 F 999 360 VERT(CL):0.197 F 999 240 HORZ(LL):0.066 K - - HORZ(TL):0.123 K - - Creep Factor: 2.0 Max TC CSI:0.498 Max BC CSI:0.947 Max Web CSI:0.756 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T7 Ply: 1 Qty:1 SEQN:166348 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T1 DrwNo:116.21.0946.44487 AK /WHK 04/26/2021 8'10"10 26'3"6 4'9"9 4'9"9 8'11"6 4'1"13 14'11"4 5'11"14 21'3"10 6'4"6 27'6"4 6'2"10 31'1"8 3'7"4 35'2" 4'0"8 9'0"6 9'0"6 14'11"4 5'10"14 21'0"2 6'0"14 27'4"8 6'4"6 31'3"4 3'10"12 35'2" 3'10"121' 4"1 6'6"122'6'11"89'5"A B C D E F G H I JK L MN OP Q R S 5 12 3X4(A1) 1.5X4 6X6 3X33X4 5X8 3X5 5X5 3X4 5X5 6X81.5X4 3X5 4X7 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 441 /-/-/309 /138 /396 S 1269 /-/0 /808 /864 /0 J 993 /-/-/490 /591 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 S Brg Width = 3.5 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 Bearings B, S, & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -434 D - E 684 -1316 E - F 940 -1578 Chords Tens.Comp. F - G 809 -1345 G - H 806 -1338 H - I 318 -538 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 383 -304 P - O 1157 -699 Chords Tens.Comp. O - L 1593 -958 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 337 -384 S - R 776 -1066 R - D 800 -1029 D - P 1059 -647 E - O 514 -335 Webs Tens.Comp. L - H 1174 -713 L - K 640 -377 H - K 741 -1097 K - I 1020 -603 I - J 603 -962 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.52 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.109 F 999 360 VERT(CL):0.197 F 999 240 HORZ(LL):0.066 K - - HORZ(TL):0.123 K - - Creep Factor: 2.0 Max TC CSI:0.498 Max BC CSI:0.947 Max Web CSI:0.756 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T7 Ply: 1 Qty:1 SEQN:166348 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T1 DrwNo:116.21.0946.44487 AK /WHK 04/26/2021 8'10"10 26'3"6 4'9"9 4'9"9 8'11"6 4'1"13 14'11"4 5'11"14 21'3"10 6'4"6 27'6"4 6'2"10 31'1"8 3'7"4 35'2" 4'0"8 9'0"6 9'0"6 14'11"4 5'10"14 21'0"2 6'0"14 27'4"8 6'4"6 31'3"4 3'10"12 35'2" 3'10"121' 4"1 6'6"122'6'11"89'5"A B C D E F G H I JK L MN OP Q R S 5 12 3X4(A1) 1.5X4 6X6 3X33X4 5X8 3X5 5X5 3X4 5X5 6X81.5X4 3X5 4X7 4X4 1.5X6 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 458 /-/-/314 /134 /446 T 1246 /-/0 /825 /855 /0 K 999 /-/-/499 /580 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 T Brg Width = 3.5 Min Req =1.5 K Brg Width = 3.5 Min Req =1.5 Bearings B, T, & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -465 E - F 721 -1298 F - G 813 -1328 Chords Tens.Comp. G - H 683 -1119 H - I 681 -1115 I - J 287 -479 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 414 -350 S - Q 1072 -724 Chords Tens.Comp. Q - P 1159 -711 P - M 1336 -824 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - T 354 -387 T - S 759 -1039 S - E 833 -1201 M - I 1042 -643 Webs Tens.Comp. M - L 569 -341 I - L 732 -1066 L - J 989 -592 J - K 591 -967 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.52 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.093 Q 999 360 VERT(CL):0.174 Q 999 240 HORZ(LL):0.065 K - - HORZ(TL):0.121 K - - Creep Factor: 2.0 Max TC CSI:0.488 Max BC CSI:0.944 Max Web CSI:0.945 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T8 Ply: 1 Qty:1 SEQN:166352 HIPS FROM: Cust: R 761 JRef:1X4V7610002 T7 DrwNo:116.21.0946.49823 AK /WHK 04/26/2021 8'10"10 26'3"6 4'9"3 4'9"3 8'9"10 4'0"7 12'11"5 4'1"11 16'11"4 3'11"15 22'3"10 5'4"6 27'6"4 5'2"10 31'1"8 3'7"4 35'2" 4'0"8 9'0"6 9'0"6 16'11"4 7'10"14 22'0"2 5'0"14 27'4"8 5'4"6 31'3"4 3'10"12 35'2" 3'10"121' 4"1 7'4"122'7'9"89'5"A B C D E F G H I J KL M NO PQ R S T 5 12 3X4(A1) 5X5 6X6 1.5X45X5 3X4 5X8 5X5 3X4 3X4 5X5 6X81.5X4 3X5 4X7 3X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 458 /-/-/314 /134 /446 T 1246 /-/0 /825 /855 /0 K 999 /-/-/499 /580 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 T Brg Width = 3.5 Min Req =1.5 K Brg Width = 3.5 Min Req =1.5 Bearings B, T, & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -465 E - F 721 -1298 F - G 813 -1328 Chords Tens.Comp. G - H 683 -1119 H - I 681 -1115 I - J 287 -479 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 414 -350 S - Q 1072 -724 Chords Tens.Comp. Q - P 1159 -711 P - M 1336 -824 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - T 354 -387 T - S 759 -1039 S - E 833 -1201 M - I 1042 -643 Webs Tens.Comp. M - L 569 -341 I - L 732 -1066 L - J 989 -592 J - K 591 -967 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.52 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.093 Q 999 360 VERT(CL):0.174 Q 999 240 HORZ(LL):0.065 K - - HORZ(TL):0.121 K - - Creep Factor: 2.0 Max TC CSI:0.488 Max BC CSI:0.944 Max Web CSI:0.945 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T8 Ply: 1 Qty:1 SEQN:166352 HIPS FROM: Cust: R 761 JRef:1X4V7610002 T7 DrwNo:116.21.0946.49823 AK /WHK 04/26/2021 8'10"10 26'3"6 4'9"3 4'9"3 8'9"10 4'0"7 12'11"5 4'1"11 16'11"4 3'11"15 22'3"10 5'4"6 27'6"4 5'2"10 31'1"8 3'7"4 35'2" 4'0"8 9'0"6 9'0"6 16'11"4 7'10"14 22'0"2 5'0"14 27'4"8 5'4"6 31'3"4 3'10"12 35'2" 3'10"121' 4"1 7'4"122'7'9"89'5"A B C D E F G H I J KL M NO PQ R S T 5 12 3X4(A1) 5X5 6X6 1.5X45X5 3X4 5X8 5X5 3X4 3X4 5X5 6X81.5X4 3X5 4X7 3X4 1.5X6 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 447 /-/-/294 /127 /437 U 1261 /-/0 /864 /866 /0 K 995 /-/-/481 /592 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 U Brg Width = 3.5 Min Req =1.5 K Brg Width = 3.5 Min Req =1.5 Bearings B, U, & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -441 D - E 622 -1265 E - F 718 -1219 Chords Tens.Comp. F - G 726 -1113 G - H 637 -956 H - I 636 -953 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 392 -326 R - Q 1134 -713 Chords Tens.Comp. Q - P 1073 -652 P - M 1115 -671 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 359 -391 U - T 769 -1050 T - D 787 -1023 D - R 1037 -654 Webs Tens.Comp. M - I 990 -609 L - I 589 -841 L - J 873 -509 J - K 594 -984 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.52 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.088 E 999 360 VERT(CL):0.165 E 999 240 HORZ(LL):0.057 L - - HORZ(TL):0.107 L - - Creep Factor: 2.0 Max TC CSI:0.491 Max BC CSI:0.946 Max Web CSI:0.934 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T9 Ply: 1 Qty:1 SEQN:166356 HIPS FROM: Cust: R 761 JRef:1X4V7610002 T5 DrwNo:116.21.0946.54487 AK /WHK 04/26/2021 8'10"10 26'3"6 4'9"9 4'9"9 8'11" 4'1"7 14'1"1 5'2"1 18'11"4 4'10"3 23'5"6 4'6"2 27'6"4 4'0"14 32'8"12 5'2"8 35'2" 2'5"4 9'0"6 9'0"6 13'9"9 4'9"3 18'11"4 5'1"11 23'1"14 4'2"10 27'4"8 4'2"10 32'7" 5'2"8 35'2" 2'7"1' 4"1 7'2"92'8'2"128'7"89'5"A B C D E F G H I J KL M NO PQR S T U 5 12 3X4(A1) 1.5X4 6X6 3X35X5 3X4 3X4 5X8 5X5 3X4 3X4 1.5X4 5X81.5X4 3X8 5X8 3X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 447 /-/-/294 /127 /437 U 1261 /-/0 /864 /866 /0 K 995 /-/-/481 /592 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 U Brg Width = 3.5 Min Req =1.5 K Brg Width = 3.5 Min Req =1.5 Bearings B, U, & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -441 D - E 622 -1265 E - F 718 -1219 Chords Tens.Comp. F - G 726 -1113 G - H 637 -956 H - I 636 -953 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 392 -326 R - Q 1134 -713 Chords Tens.Comp. Q - P 1073 -652 P - M 1115 -671 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 359 -391 U - T 769 -1050 T - D 787 -1023 D - R 1037 -654 Webs Tens.Comp. M - I 990 -609 L - I 589 -841 L - J 873 -509 J - K 594 -984 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.52 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.088 E 999 360 VERT(CL):0.165 E 999 240 HORZ(LL):0.057 L - - HORZ(TL):0.107 L - - Creep Factor: 2.0 Max TC CSI:0.491 Max BC CSI:0.946 Max Web CSI:0.934 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T9 Ply: 1 Qty:1 SEQN:166356 HIPS FROM: Cust: R 761 JRef:1X4V7610002 T5 DrwNo:116.21.0946.54487 AK /WHK 04/26/2021 8'10"10 26'3"6 4'9"9 4'9"9 8'11" 4'1"7 14'1"1 5'2"1 18'11"4 4'10"3 23'5"6 4'6"2 27'6"4 4'0"14 32'8"12 5'2"8 35'2" 2'5"4 9'0"6 9'0"6 13'9"9 4'9"3 18'11"4 5'1"11 23'1"14 4'2"10 27'4"8 4'2"10 32'7" 5'2"8 35'2" 2'7"1' 4"1 7'2"92'8'2"128'7"89'5"A B C D E F G H I J KL M NO PQR S T U 5 12 3X4(A1) 1.5X4 6X6 3X35X5 3X4 3X4 5X8 5X5 3X4 3X4 1.5X4 5X81.5X4 3X8 5X8 3X4 1.5X6 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 414 /-/-/256 /107 /437 AA 1309 /-/1 /921 /892 /0 L 983 /-/-/477 /584 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 AA Brg Width = 3.5 Min Req =1.5 L Brg Width = 3.5 Min Req =1.5 Bearings B, AA, & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 32 -388 D - E 898 -1707 E - F 1014 -1789 F - G 833 -1358 Chords Tens.Comp. G - H 787 -1148 H - I 784 -1143 I - J 582 -808 J - K 331 -514 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W -U 1564 -980 U - T 1563 -977 Chords Tens.Comp. T - Q 1201 -712 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AA 375 -402 AA- Z 793 -1104 Z - D 743 -1032 D - W 1625 -1047 F - T 316 -431 Q - I 970 -584 Q - N 984 -572 Webs Tens.Comp. I - N 640 -1012 N - M 508 -291 N - J 870 -518 M - J 585 -855 M - K 792 -456 K - L 599 -946 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.52 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.123 U 999 360 VERT(CL):0.219 U 999 240 HORZ(LL):0.088 M - - HORZ(TL):0.165 M - - Creep Factor: 2.0 Max TC CSI:0.519 Max BC CSI:0.986 Max Web CSI:0.819 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T10 Ply: 1 Qty:1 SEQN:166360 HIPS FROM: Cust: R 761 JRef:1X4V7610002 T41 DrwNo:116.21.0946.57463 AK /WHK 04/26/2021 8'10"10 26'3"6 4'9"9 4'9"9 8'11" 4'1"7 10'7"2 1'8"2 15'10"1 5'2"15 20'11"4 5'1"3 25'6"12 4'7"8 27'4"8 1'9"12 30'8"12 3'4"4 35'2" 4'5"4 9'0"6 9'0"6 11'0"6 2' 15'10"1 4'9"11 20'11"4 5'1"3 25'5" 4'5"12 27'4"8 1'11"8 30'7" 3'2"8 35'2" 4'7"1' 4"1 7'2"92'3'4"9'0"129'5"8(a) 9'5"A B C D E F G H I J K LM N OP Q RS TU VWX Y Z AA 5 12 3X4(A1)6X6 5X55X6 6X8 3X8 5X8 3X4 6X8 4X4 6X8 3X8 5X8 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 414 /-/-/256 /107 /437 AA 1309 /-/1 /921 /892 /0 L 983 /-/-/477 /584 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 AA Brg Width = 3.5 Min Req =1.5 L Brg Width = 3.5 Min Req =1.5 Bearings B, AA, & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 32 -388 D - E 898 -1707 E - F 1014 -1789 F - G 833 -1358 Chords Tens.Comp. G - H 787 -1148 H - I 784 -1143 I - J 582 -808 J - K 331 -514 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W -U 1564 -980 U - T 1563 -977 Chords Tens.Comp. T - Q 1201 -712 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AA 375 -402 AA- Z 793 -1104 Z - D 743 -1032 D - W 1625 -1047 F - T 316 -431 Q - I 970 -584 Q - N 984 -572 Webs Tens.Comp. I - N 640 -1012 N - M 508 -291 N - J 870 -518 M - J 585 -855 M - K 792 -456 K - L 599 -946 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.52 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.123 U 999 360 VERT(CL):0.219 U 999 240 HORZ(LL):0.088 M - - HORZ(TL):0.165 M - - Creep Factor: 2.0 Max TC CSI:0.519 Max BC CSI:0.986 Max Web CSI:0.819 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T10 Ply: 1 Qty:1 SEQN:166360 HIPS FROM: Cust: R 761 JRef:1X4V7610002 T41 DrwNo:116.21.0946.57463 AK /WHK 04/26/2021 8'10"10 26'3"6 4'9"9 4'9"9 8'11" 4'1"7 10'7"2 1'8"2 15'10"1 5'2"15 20'11"4 5'1"3 25'6"12 4'7"8 27'4"8 1'9"12 30'8"12 3'4"4 35'2" 4'5"4 9'0"6 9'0"6 11'0"6 2' 15'10"1 4'9"11 20'11"4 5'1"3 25'5" 4'5"12 27'4"8 1'11"8 30'7" 3'2"8 35'2" 4'7"1' 4"1 7'2"92'3'4"9'0"129'5"8(a) 9'5"A B C D E F G H I J K LM N OP Q RS TU VWX Y Z AA 5 12 3X4(A1)6X6 5X55X6 6X8 3X8 5X8 3X4 6X8 4X4 6X8 3X8 5X8 4X4 1.5X6 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 430 /-/-/269 /119 /437 W 1283 /-/0 /903 /876 /0 K 990 /-/-/481 /588 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 W Brg Width = 3.5 Min Req =1.5 K Brg Width = -Min Req =- Bearings B & W are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 18 -414 D - E 700 -1407 E - F 811 -1476 F - G 798 -1300 Chords Tens.Comp. G - H 758 -1094 H - I 757 -1091 I - J 415 -662 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - Q 1454 -911 Q - P 1454 -909 Chords Tens.Comp. P - M 1147 -680 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - W 381 -411 W -V 772 -1069 V - D 774 -1075 D - S 1323 -852 F - P 281 -377 Webs Tens.Comp. M - L 555 -317 M - I 781 -481 L - I 472 -624 L - J 843 -484 J - K 601 -955 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.52 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.102 Q 999 360 VERT(CL):0.191 Q 999 240 HORZ(LL):0.054 L - - HORZ(TL):0.100 L - - Creep Factor: 2.0 Max TC CSI:0.502 Max BC CSI:0.967 Max Web CSI:0.502 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T11 Ply: 1 Qty:1 SEQN:166364 HIPS FROM: Cust: R 761 JRef:1X4V7610002 T8 DrwNo:116.21.0947.00517 AK /WHK 04/26/2021 8'10"10 26'3"6 4'9"9 4'9"9 8'11" 4'1"7 10'7"2 1'8"2 15'10"1 5'2"15 20'11"4 5'1"3 25'6"12 4'7"8 30'8"12 5'2" 35'2" 4'5"4 9'0"6 9'0"6 11'0"6 2' 15'10"1 4'9"11 20'11"4 5'1"3 25'5" 4'5"12 30'7" 5'2" 35'2" 4'7"1' 4"1 2'5'2"93'9'0"129'5"89'5" 11'5" A B C D E F G H I J KL MNOPQ RST U V W 5 12 3X4(A1)6X6 5X55X5 6X8 3X8 5X8 3X4 5X8 3X8 5X8 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 430 /-/-/269 /119 /437 W 1283 /-/0 /903 /876 /0 K 990 /-/-/481 /588 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 W Brg Width = 3.5 Min Req =1.5 K Brg Width = -Min Req =- Bearings B & W are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 18 -414 D - E 700 -1407 E - F 811 -1476 F - G 798 -1300 Chords Tens.Comp. G - H 758 -1094 H - I 757 -1091 I - J 415 -662 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - Q 1454 -911 Q - P 1454 -909 Chords Tens.Comp. P - M 1147 -680 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - W 381 -411 W -V 772 -1069 V - D 774 -1075 D - S 1323 -852 F - P 281 -377 Webs Tens.Comp. M - L 555 -317 M - I 781 -481 L - I 472 -624 L - J 843 -484 J - K 601 -955 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.52 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.102 Q 999 360 VERT(CL):0.191 Q 999 240 HORZ(LL):0.054 L - - HORZ(TL):0.100 L - - Creep Factor: 2.0 Max TC CSI:0.502 Max BC CSI:0.967 Max Web CSI:0.502 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T11 Ply: 1 Qty:1 SEQN:166364 HIPS FROM: Cust: R 761 JRef:1X4V7610002 T8 DrwNo:116.21.0947.00517 AK /WHK 04/26/2021 8'10"10 26'3"6 4'9"9 4'9"9 8'11" 4'1"7 10'7"2 1'8"2 15'10"1 5'2"15 20'11"4 5'1"3 25'6"12 4'7"8 30'8"12 5'2" 35'2" 4'5"4 9'0"6 9'0"6 11'0"6 2' 15'10"1 4'9"11 20'11"4 5'1"3 25'5" 4'5"12 30'7" 5'2" 35'2" 4'7"1' 4"1 2'5'2"93'9'0"129'5"89'5" 11'5" A B C D E F G H I J KL MNOPQ RST U V W 5 12 3X4(A1)6X6 5X55X5 6X8 3X8 5X8 3X4 5X8 3X8 5X8 4X4 1.5X6 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 37.17 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 37.17 TC: 26 lb Conc. Load at 1.64 BC: 24 lb Conc. Load at 1.64 Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 478 /-/-/-/284 /- Y 1476 /-/0 /-/867 /- N 976 /-/-/-/569 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 Y Brg Width = 7.6 Min Req =1.7 N Brg Width = -Min Req =- Bearings B & Y are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 389 -714 C - D 482 -1149 D - E 630 -1407 F - G 713 -1238 G - H 897 -1528 Chords Tens.Comp. H - I 612 -981 I - J 479 -826 J - K 474 -819 K - L 465 -797 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AA 639 -341 AA- Z 633 -341 U - S 1186 -681 Chords Tens.Comp. S - P 1344 -774 O - N 515 -323 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 553 -152 Z - D 366 -642 Z - E 1110 -435 E - Y 326 -469 Y - X 734 -1175 X - F 654 -1032 F - U 1357 -809 Webs Tens.Comp. U - G 337 -413 H - P 322 -586 P - O 1029 -537 P - K 898 -633 O - K 615 -769 L - N 609 -970 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.72 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.060 H 999 360 VERT(CL):0.114 H 999 240 HORZ(LL):-0.034 V - - HORZ(TL):0.064 V - - Creep Factor: 2.0 Max TC CSI:0.620 Max BC CSI:0.879 Max Web CSI:0.643 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T12 Ply: 1 Qty:1 SEQN:166368 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T24 DrwNo:116.21.0947.03800 AK /WHK 04/26/2021 10'7"13 26'6"3 1'7"4 1'7"4 3'7"4 2' 7'1"9 3'6"5 10'11"6 3'9"13 12'8"8 1'9"2 19'11"13 7'3"5 26'11"4 6'11"7 28'8"12 1'9"8 32'11"6 4'2"10 37'2" 4'2"10 11'0"6 11'0"6 13'0"6 2' 19'8"5 6'7"15 27'5" 7'8"11 28'7" 1'2" 37'2" 8'7"1' 4"1 2'5'2"91'0"13'10'8"1211'1"8(a) (a) (a) 9'5" 11'5" A B C D E F G H I J K L M NO PQRS TUV W X YZAA 5 12 3X4(A1) 5X8 4X7 5X5 3X4 6X6 5X53X5 6X8 5X5 3X4 3X4 5X5 5X144X7 5X8 3X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 37.17 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 37.17 TC: 26 lb Conc. Load at 1.64 BC: 24 lb Conc. Load at 1.64 Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 478 /-/-/-/284 /- Y 1476 /-/0 /-/867 /- N 976 /-/-/-/569 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 Y Brg Width = 7.6 Min Req =1.7 N Brg Width = -Min Req =- Bearings B & Y are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 389 -714 C - D 482 -1149 D - E 630 -1407 F - G 713 -1238 G - H 897 -1528 Chords Tens.Comp. H - I 612 -981 I - J 479 -826 J - K 474 -819 K - L 465 -797 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AA 639 -341 AA- Z 633 -341 U - S 1186 -681 Chords Tens.Comp. S - P 1344 -774 O - N 515 -323 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 553 -152 Z - D 366 -642 Z - E 1110 -435 E - Y 326 -469 Y - X 734 -1175 X - F 654 -1032 F - U 1357 -809 Webs Tens.Comp. U - G 337 -413 H - P 322 -586 P - O 1029 -537 P - K 898 -633 O - K 615 -769 L - N 609 -970 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.72 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.060 H 999 360 VERT(CL):0.114 H 999 240 HORZ(LL):-0.034 V - - HORZ(TL):0.064 V - - Creep Factor: 2.0 Max TC CSI:0.620 Max BC CSI:0.879 Max Web CSI:0.643 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T12 Ply: 1 Qty:1 SEQN:166368 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T24 DrwNo:116.21.0947.03800 AK /WHK 04/26/2021 10'7"13 26'6"3 1'7"4 1'7"4 3'7"4 2' 7'1"9 3'6"5 10'11"6 3'9"13 12'8"8 1'9"2 19'11"13 7'3"5 26'11"4 6'11"7 28'8"12 1'9"8 32'11"6 4'2"10 37'2" 4'2"10 11'0"6 11'0"6 13'0"6 2' 19'8"5 6'7"15 27'5" 7'8"11 28'7" 1'2" 37'2" 8'7"1' 4"1 2'5'2"91'0"13'10'8"1211'1"8(a) (a) (a) 9'5" 11'5" A B C D E F G H I J K L M NO PQRS TUV W X YZAA 5 12 3X4(A1) 5X8 4X7 5X5 3X4 6X6 5X53X5 6X8 5X5 3X4 3X4 5X5 5X144X7 5X8 3X4 6X6 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 434 /-/-/447 /333 /461 X 1470 /-/0 /1207 /903 /0 M 977 /-/-/477 /575 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 X Brg Width = 7.6 Min Req =1.7 M Brg Width = -Min Req =- Bearings B & X are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 487 -585 C - D 579 -595 D - E 371 -428 E - F 605 -1245 F - G 826 -1529 Chords Tens.Comp. G - H 645 -981 H - I 654 -827 I - J 650 -819 J - K 565 -798 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 614 -429 Z - Y 620 -432 Y - X 673 -528 Chords Tens.Comp. T - R 1189 -756 R - O 1345 -823 N - M 515 -318 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - X 536 -749 X - W 875 -1226 W -E 812 -1102 E - T 1349 -859 T - F 330 -397 Webs Tens.Comp. G - O 421 -587 O - N 1029 -493 O - J 898 -600 N - J 524 -770 K - M 599 -970 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.72 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.061 G 999 360 VERT(CL):0.115 G 999 240 HORZ(LL):-0.037 M - - HORZ(TL):0.062 M - - Creep Factor: 2.0 Max TC CSI:0.596 Max BC CSI:0.879 Max Web CSI:0.609 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T13 Ply: 1 Qty:1 SEQN:166372 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T31 DrwNo:116.21.0947.12133 AK /WHK 04/26/2021 10'7"13 26'6"3 3'7"4 3'7"4 5'7"4 2' 10'11"6 5'4"2 12'8"8 1'9"2 19'11"13 7'3"5 26'11"4 6'11"7 28'8"12 1'9"8 32'11"6 4'2"10 37'2" 4'2"10 3'9" 3'9" 5'3"12 1'6"12 11'0"6 5'8"10 13'0"6 2' 19'8"5 6'7"15 27'5" 7'8"11 28'7" 1'2" 37'2" 8'7"1' 4"1 2'5'2"91'10"13'10'8"1211'1"8(a) (a) (a) 9'5" 11'5" A B C D E F G H I J K L MN O P QR STU V W XYZ 5 12 3X4(A1) 5X8 3X4 5X5 6X6 5X53X5 6X8 5X5 3X4 3X4 5X5 5X144X7 5X8 3X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 434 /-/-/447 /333 /461 X 1470 /-/0 /1207 /903 /0 M 977 /-/-/477 /575 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 X Brg Width = 7.6 Min Req =1.7 M Brg Width = -Min Req =- Bearings B & X are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 487 -585 C - D 579 -595 D - E 371 -428 E - F 605 -1245 F - G 826 -1529 Chords Tens.Comp. G - H 645 -981 H - I 654 -827 I - J 650 -819 J - K 565 -798 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 614 -429 Z - Y 620 -432 Y - X 673 -528 Chords Tens.Comp. T - R 1189 -756 R - O 1345 -823 N - M 515 -318 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - X 536 -749 X - W 875 -1226 W -E 812 -1102 E - T 1349 -859 T - F 330 -397 Webs Tens.Comp. G - O 421 -587 O - N 1029 -493 O - J 898 -600 N - J 524 -770 K - M 599 -970 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.72 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.061 G 999 360 VERT(CL):0.115 G 999 240 HORZ(LL):-0.037 M - - HORZ(TL):0.062 M - - Creep Factor: 2.0 Max TC CSI:0.596 Max BC CSI:0.879 Max Web CSI:0.609 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T13 Ply: 1 Qty:1 SEQN:166372 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T31 DrwNo:116.21.0947.12133 AK /WHK 04/26/2021 10'7"13 26'6"3 3'7"4 3'7"4 5'7"4 2' 10'11"6 5'4"2 12'8"8 1'9"2 19'11"13 7'3"5 26'11"4 6'11"7 28'8"12 1'9"8 32'11"6 4'2"10 37'2" 4'2"10 3'9" 3'9" 5'3"12 1'6"12 11'0"6 5'8"10 13'0"6 2' 19'8"5 6'7"15 27'5" 7'8"11 28'7" 1'2" 37'2" 8'7"1' 4"1 2'5'2"91'10"13'10'8"1211'1"8(a) (a) (a) 9'5" 11'5" A B C D E F G H I J K L MN O P QR STU V W XYZ 5 12 3X4(A1) 5X8 3X4 5X5 6X6 5X53X5 6X8 5X5 3X4 3X4 5X5 5X144X7 5X8 3X4 6X6 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 5X8 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 442 /-/-/247 /137 /435 X 1458 /-/0 /1023 /949 /0 L 978 /-/-/475 /580 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 X Brg Width = 7.6 Min Req =1.7 L Brg Width = -Min Req =- Bearings B & X are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 55 -510 E - F 629 -1238 F - G 852 -1544 G - H 721 -1134 Chords Tens.Comp. H - I 679 -917 I - J 678 -914 J - K 491 -779 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 425 -318 Z - Y 432 -318 T - R 1175 -784 Chords Tens.Comp. R - Q 1366 -857 Q - N 983 -565 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - X 260 -436 X - W 809 -1168 W -E 751 -1052 E - T 1323 -878 T - F 323 -382 G - Q 356 -465 Webs Tens.Comp. N - M 684 -380 N - J 591 -342 M - J 469 -606 M - K 830 -467 K - L 602 -924 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.72 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.055 G 999 360 VERT(CL):0.103 G 999 240 HORZ(LL):-0.023 M - - HORZ(TL):0.037 M - - Creep Factor: 2.0 Max TC CSI:0.578 Max BC CSI:0.509 Max Web CSI:0.617 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T14 Ply: 1 Qty:1 SEQN:166376 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T27 DrwNo:116.21.0947.19423 AK /WHK 04/26/2021 10'7"13 26'6"3 5'7"4 5'7"4 7'7"4 2' 10'11"6 3'4"2 12'8"8 1'9"2 18'11"13 6'3"5 24'11"4 5'11"7 27'6"12 2'7"8 30'8"12 3'2" 37'2" 6'5"4 5'9" 5'9" 7'3"12 1'6"12 11'0"6 3'8"10 13'0"6 2' 18'8"5 5'7"15 24'11"4 6'2"15 27'5" 2'5"12 30'7" 3'2" 37'2" 6'7"1' 4"1 2'5'2"92'8"13'9'10"1210'3"89'5" 11'5" A B C D E F G H I J K LM NOPQR STU V W XYZ 5 12 3X4(A1)1.5X4 3X4 5X5 6X6 5X53X5 6X81.5X4 5X5 3X4 3X4 3X4 1.5X4 1.5X4 3X8 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 5X8 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 442 /-/-/247 /137 /435 X 1458 /-/0 /1023 /949 /0 L 978 /-/-/475 /580 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 X Brg Width = 7.6 Min Req =1.7 L Brg Width = -Min Req =- Bearings B & X are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 55 -510 E - F 629 -1238 F - G 852 -1544 G - H 721 -1134 Chords Tens.Comp. H - I 679 -917 I - J 678 -914 J - K 491 -779 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 425 -318 Z - Y 432 -318 T - R 1175 -784 Chords Tens.Comp. R - Q 1366 -857 Q - N 983 -565 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - X 260 -436 X - W 809 -1168 W -E 751 -1052 E - T 1323 -878 T - F 323 -382 G - Q 356 -465 Webs Tens.Comp. N - M 684 -380 N - J 591 -342 M - J 469 -606 M - K 830 -467 K - L 602 -924 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.72 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.055 G 999 360 VERT(CL):0.103 G 999 240 HORZ(LL):-0.023 M - - HORZ(TL):0.037 M - - Creep Factor: 2.0 Max TC CSI:0.578 Max BC CSI:0.509 Max Web CSI:0.617 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T14 Ply: 1 Qty:1 SEQN:166376 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T27 DrwNo:116.21.0947.19423 AK /WHK 04/26/2021 10'7"13 26'6"3 5'7"4 5'7"4 7'7"4 2' 10'11"6 3'4"2 12'8"8 1'9"2 18'11"13 6'3"5 24'11"4 5'11"7 27'6"12 2'7"8 30'8"12 3'2" 37'2" 6'5"4 5'9" 5'9" 7'3"12 1'6"12 11'0"6 3'8"10 13'0"6 2' 18'8"5 5'7"15 24'11"4 6'2"15 27'5" 2'5"12 30'7" 3'2" 37'2" 6'7"1' 4"1 2'5'2"92'8"13'9'10"1210'3"89'5" 11'5" A B C D E F G H I J K LM NOPQR STU V W XYZ 5 12 3X4(A1)1.5X4 3X4 5X5 6X6 5X53X5 6X81.5X4 5X5 3X4 3X4 3X4 1.5X4 1.5X4 3X8 4X4 1.5X6 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 447 /-/-/492 /300 /435 X 1452 /-/-/1152 /885 /- L 978 /-/-/473 /584 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 X Brg Width = 7.6 Min Req =1.7 L Brg Width = -Min Req =- Bearings B & X are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 282 -409 E - F 641 -1227 F - G 865 -1548 G - H 788 -1267 Chords Tens.Comp. H - I 751 -1075 I - J 750 -1072 J - K 412 -653 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 387 -254 Z - Y 414 -270 T - R 1157 -796 Chords Tens.Comp. R - Q 1382 -883 Q - N 1118 -668 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 609 -365 C - Y 397 -720 Y - D 501 -318 X - W 757 -1134 W -E 707 -1027 E - T 1297 -879 Webs Tens.Comp. N - M 548 -314 N - J 764 -475 M - J 469 -614 M - K 832 -480 K - L 597 -944 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.72 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.056 Q 999 360 VERT(CL):0.104 Q 999 240 HORZ(LL):-0.026 M - - HORZ(TL):0.042 M - - Creep Factor: 2.0 Max TC CSI:0.554 Max BC CSI:0.633 Max Web CSI:0.494 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T15 Ply: 1 Qty:1 SEQN:166379 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T37 DrwNo:116.21.0947.23330 AK /WHK 04/26/2021 10'7"13 26'6"3 7'7"4 7'7"4 9'7"4 2' 10'11"6 1'4"2 12'8"14 1'9"8 17'11"13 5'2"15 22'11"4 4'11"7 27'6"12 4'7"8 32'8"12 5'2" 37'2" 4'5"4 7'9" 7'9" 9'3"12 1'6"12 11'0"6 1'8"10 13'0"6 2' 17'8"5 4'7"15 22'11"4 5'2"15 27'5" 4'5"12 32'7" 5'2" 37'2" 4'7"1' 4"1 2'5'2"93'6"13'9'0"129'5"89'5" 11'5" A B C D E F G H I J K LM NOPQR STU V W XYZ 5 12 3X4(A1) 5X8 2X4 5X5 6X6 5X53X5 6X81.5X4 5X8 1.5X4 5X81.5X4 3X8 5X8 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 447 /-/-/492 /300 /435 X 1452 /-/-/1152 /885 /- L 978 /-/-/473 /584 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 X Brg Width = 7.6 Min Req =1.7 L Brg Width = -Min Req =- Bearings B & X are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 282 -409 E - F 641 -1227 F - G 865 -1548 G - H 788 -1267 Chords Tens.Comp. H - I 751 -1075 I - J 750 -1072 J - K 412 -653 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 387 -254 Z - Y 414 -270 T - R 1157 -796 Chords Tens.Comp. R - Q 1382 -883 Q - N 1118 -668 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 609 -365 C - Y 397 -720 Y - D 501 -318 X - W 757 -1134 W -E 707 -1027 E - T 1297 -879 Webs Tens.Comp. N - M 548 -314 N - J 764 -475 M - J 469 -614 M - K 832 -480 K - L 597 -944 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.72 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.056 Q 999 360 VERT(CL):0.104 Q 999 240 HORZ(LL):-0.026 M - - HORZ(TL):0.042 M - - Creep Factor: 2.0 Max TC CSI:0.554 Max BC CSI:0.633 Max Web CSI:0.494 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T15 Ply: 1 Qty:1 SEQN:166379 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T37 DrwNo:116.21.0947.23330 AK /WHK 04/26/2021 10'7"13 26'6"3 7'7"4 7'7"4 9'7"4 2' 10'11"6 1'4"2 12'8"14 1'9"8 17'11"13 5'2"15 22'11"4 4'11"7 27'6"12 4'7"8 32'8"12 5'2" 37'2" 4'5"4 7'9" 7'9" 9'3"12 1'6"12 11'0"6 1'8"10 13'0"6 2' 17'8"5 4'7"15 22'11"4 5'2"15 27'5" 4'5"12 32'7" 5'2" 37'2" 4'7"1' 4"1 2'5'2"93'6"13'9'0"129'5"89'5" 11'5" A B C D E F G H I J K LM NOPQR STU V W XYZ 5 12 3X4(A1) 5X8 2X4 5X5 6X6 5X53X5 6X81.5X4 5X8 1.5X4 5X81.5X4 3X8 5X8 4X4 1.5X6 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 444 /-/-/510 /283 /435 Y 1456 /-/-/1128 /897 /0 M 978 /-/-/470 /582 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 Y Brg Width = 7.6 Min Req =1.7 M Brg Width = -Min Req =- Bearings B & Y are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 194 -502 F - G 552 -1179 G - H 656 -1264 H - I 824 -1406 Chords Tens.Comp. I - J 852 -1291 J - K 849 -1286 K - L 277 -459 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 466 -322 T - R 1391 -917 Chords Tens.Comp. R - O 1261 -750 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 388 -406 D - Z 1003 -592 D - Y 545 -918 Y - X 667 -1132 X - F 492 -866 F - T 1176 -768 Webs Tens.Comp. J - O 399 -415 O - K 1062 -673 N - K 553 -722 N - L 902 -521 L - M 579 -984 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.72 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.065 Q 999 360 VERT(CL):0.117 J 999 240 HORZ(LL):-0.023 V - - HORZ(TL):0.043 V - - Creep Factor: 2.0 Max TC CSI:0.542 Max BC CSI:0.929 Max Web CSI:0.849 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T16 Ply: 1 Qty:1 SEQN:166382 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T18 DrwNo:116.21.0947.29803 AK /WHK 04/26/2021 10'7"13 26'6"3 5'1"8 5'1"8 9'7"4 4'5"12 11'7"4 2' 16'10"1 5'2"13 20'11"4 4'1"3 27'6"12 6'7"8 34'8"12 7'2" 37'2" 2'5"4 9'7"4 9'7"4 11'0"6 1'5"2 11'7"4 6"14 13'0"6 1'5"2 20'11"4 7'10"14 27'5" 6'5"12 34'7" 7'2" 37'2" 2'7"1' 4"1 2'5'2"94'4"13'8'2"128'7"89'5" 11'5" A B C D E F G H I J K L MN OPQR STUV W X YZ 5 12 3X4(A1) 5X8 3X4 6X6 5X55X10(SRS) 3X4 7X8 3X4 5X8 3X4 5X8 3X8 5X8 3X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 444 /-/-/510 /283 /435 Y 1456 /-/-/1128 /897 /0 M 978 /-/-/470 /582 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 Y Brg Width = 7.6 Min Req =1.7 M Brg Width = -Min Req =- Bearings B & Y are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 194 -502 F - G 552 -1179 G - H 656 -1264 H - I 824 -1406 Chords Tens.Comp. I - J 852 -1291 J - K 849 -1286 K - L 277 -459 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 466 -322 T - R 1391 -917 Chords Tens.Comp. R - O 1261 -750 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 388 -406 D - Z 1003 -592 D - Y 545 -918 Y - X 667 -1132 X - F 492 -866 F - T 1176 -768 Webs Tens.Comp. J - O 399 -415 O - K 1062 -673 N - K 553 -722 N - L 902 -521 L - M 579 -984 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.72 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.065 Q 999 360 VERT(CL):0.117 J 999 240 HORZ(LL):-0.023 V - - HORZ(TL):0.043 V - - Creep Factor: 2.0 Max TC CSI:0.542 Max BC CSI:0.929 Max Web CSI:0.849 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T16 Ply: 1 Qty:1 SEQN:166382 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T18 DrwNo:116.21.0947.29803 AK /WHK 04/26/2021 10'7"13 26'6"3 5'1"8 5'1"8 9'7"4 4'5"12 11'7"4 2' 16'10"1 5'2"13 20'11"4 4'1"3 27'6"12 6'7"8 34'8"12 7'2" 37'2" 2'5"4 9'7"4 9'7"4 11'0"6 1'5"2 11'7"4 6"14 13'0"6 1'5"2 20'11"4 7'10"14 27'5" 6'5"12 34'7" 7'2" 37'2" 2'7"1' 4"1 2'5'2"94'4"13'8'2"128'7"89'5" 11'5" A B C D E F G H I J K L MN OPQR STUV W X YZ 5 12 3X4(A1) 5X8 3X4 6X6 5X55X10(SRS) 3X4 7X8 3X4 5X8 3X4 5X8 3X8 5X8 3X4 1.5X6 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 432 /-/-/289 /109 /445 Z 1483 /-/0 /956 /989 /0 M 969 /-/-/476 /557 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 Z Brg Width = 7.6 Min Req =1.8 M Brg Width = -Min Req =- Bearings B & Z are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -492 E - F 270 -725 F - G 281 -753 G - H 793 -1480 Chords Tens.Comp. H - I 920 -1536 I - J 902 -1499 J - K 897 -1491 K - L 465 -783 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AA 409 -263 AA- Z 405 -264 U - S 1280 -776 Chords Tens.Comp. S - R 1316 -792 R - O 1551 -934 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 395 -533 Z - Y 835 -1205 Y - D 813 -1164 D - W 785 -415 E - W 463 -856 E - U 1207 -683 Webs Tens.Comp. U - G 666 -973 O - K 901 -547 O - N 799 -477 K - N 647 -893 N - L 1122 -665 L - M 571 -930 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.72 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.077 I 999 360 VERT(CL):0.145 I 999 240 HORZ(LL):-0.028 W -- HORZ(TL):0.052 W -- Creep Factor: 2.0 Max TC CSI:0.351 Max BC CSI:0.504 Max Web CSI:0.542 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T17 Ply: 1 Qty:1 SEQN:166386 MONO FROM: Cust: R 761 JRef:1X4V7610002 T25 DrwNo:116.21.0947.34903 AK /WHK 04/26/2021 10'7"13 26'6"3 5'11"5 5'11"5 11'7"4 5'7"15 12'7"2 11"14 13'7"4 1'0"2 18'11"4 5'4" 23'5"10 4'6"6 27'6"12 4'1"2 32'1"12 4'7" 37'2" 5'0"4 5'9"9 5'9"9 11'0"6 5'2"13 11'9" 8"10 13'0"6 1'3"6 18'11"4 5'10"14 23'2"2 4'2"14 27'5" 4'2"14 32'3"8 4'10"8 37'2" 4'10"81' 4"1 2'5'4"125'2"13'7'4"127'9"89'5" 11'5" A B C D E F G H I J K L MN OPQRS TUVW X Y ZAA 5 12 3X4(A1)1.5X4 6X6 3X3 3X55X8 3X8 1.5X4 10X101.5X4 5X5 5X8 5X5 5X81.5X4 4X7 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 432 /-/-/289 /109 /445 Z 1483 /-/0 /956 /989 /0 M 969 /-/-/476 /557 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 Z Brg Width = 7.6 Min Req =1.8 M Brg Width = -Min Req =- Bearings B & Z are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -492 E - F 270 -725 F - G 281 -753 G - H 793 -1480 Chords Tens.Comp. H - I 920 -1536 I - J 902 -1499 J - K 897 -1491 K - L 465 -783 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AA 409 -263 AA- Z 405 -264 U - S 1280 -776 Chords Tens.Comp. S - R 1316 -792 R - O 1551 -934 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 395 -533 Z - Y 835 -1205 Y - D 813 -1164 D - W 785 -415 E - W 463 -856 E - U 1207 -683 Webs Tens.Comp. U - G 666 -973 O - K 901 -547 O - N 799 -477 K - N 647 -893 N - L 1122 -665 L - M 571 -930 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.72 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.077 I 999 360 VERT(CL):0.145 I 999 240 HORZ(LL):-0.028 W -- HORZ(TL):0.052 W -- Creep Factor: 2.0 Max TC CSI:0.351 Max BC CSI:0.504 Max Web CSI:0.542 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T17 Ply: 1 Qty:1 SEQN:166386 MONO FROM: Cust: R 761 JRef:1X4V7610002 T25 DrwNo:116.21.0947.34903 AK /WHK 04/26/2021 10'7"13 26'6"3 5'11"5 5'11"5 11'7"4 5'7"15 12'7"2 11"14 13'7"4 1'0"2 18'11"4 5'4" 23'5"10 4'6"6 27'6"12 4'1"2 32'1"12 4'7" 37'2" 5'0"4 5'9"9 5'9"9 11'0"6 5'2"13 11'9" 8"10 13'0"6 1'3"6 18'11"4 5'10"14 23'2"2 4'2"14 27'5" 4'2"14 32'3"8 4'10"8 37'2" 4'10"81' 4"1 2'5'4"125'2"13'7'4"127'9"89'5" 11'5" A B C D E F G H I J K L MN OPQRS TUVW X Y ZAA 5 12 3X4(A1)1.5X4 6X6 3X3 3X55X8 3X8 1.5X4 10X101.5X4 5X5 5X8 5X5 5X81.5X4 4X7 4X4 1.5X6 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 436 /-/-/303 /135 /394 Z 1471 /-/0 /915 /966 /0 M 975 /-/-/470 /578 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 Z Brg Width = 7.6 Min Req =1.7 M Brg Width = -Min Req =- Bearings B & Z are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -503 D - E 304 -671 E - F 312 -654 F - G 690 -1235 G - H 835 -1467 Chords Tens.Comp. H - I 1137 -1932 I - J 1140 -1915 J - K 1132 -1900 K - L 554 -941 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AA 420 -275 AA- Z 415 -276 V - T 815 -486 Chords Tens.Comp. T - S 1310 -768 S - R 1367 -808 R - O 1959 -1163 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 398 -538 Z - Y 809 -1187 Y - D 766 -1092 D - V 906 -515 V - F 388 -600 F - T 797 -447 T - G 427 -701 Webs Tens.Comp. H - R 671 -420 O - K 1122 -672 O - N 954 -565 K - N 668 -936 N - L 1251 -736 L - M 592 -936 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.72 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.101 I 999 360 VERT(CL):0.190 I 999 240 HORZ(LL):-0.026 W -- HORZ(TL):0.049 W -- Creep Factor: 2.0 Max TC CSI:0.397 Max BC CSI:0.525 Max Web CSI:0.500 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T18 Ply: 1 Qty:1 SEQN:166390 MONO FROM: Cust: R 761 JRef:1X4V7610002 T23 DrwNo:116.21.0947.42233 AK /WHK 04/26/2021 10'7"13 26'6"3 5'11"5 5'11"5 10'11"6 5'0"1 12'7"2 1'7"12 13'7"4 1'0"2 15'7"4 2' 16'11"4 1'4" 22'5"10 5'6"6 27'6"12 5'1"2 32'1"12 4'7" 37'2" 5'0"4 5'9"9 5'9"9 11'0"6 5'2"13 13'0"6 2' 15'3"12 2'3"6 16'11"4 1'7"8 22'2"2 5'2"14 27'5" 5'2"14 32'3"8 4'10"8 37'2" 4'10"81' 4"1 2'4'6"126'0"13'6'6"126'11"89'5" 11'5" A B C D E F G H I J K L MN OPQRST UVW X Y ZAA 5 12 3X4(A1)1.5X4 6X65X5 1.5X4 5X81.5X4 5X5 5X5 5X8 5X5 5X81.5X4 3X5 3X10 4X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 436 /-/-/303 /135 /394 Z 1471 /-/0 /915 /966 /0 M 975 /-/-/470 /578 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 Z Brg Width = 7.6 Min Req =1.7 M Brg Width = -Min Req =- Bearings B & Z are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -503 D - E 304 -671 E - F 312 -654 F - G 690 -1235 G - H 835 -1467 Chords Tens.Comp. H - I 1137 -1932 I - J 1140 -1915 J - K 1132 -1900 K - L 554 -941 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AA 420 -275 AA- Z 415 -276 V - T 815 -486 Chords Tens.Comp. T - S 1310 -768 S - R 1367 -808 R - O 1959 -1163 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 398 -538 Z - Y 809 -1187 Y - D 766 -1092 D - V 906 -515 V - F 388 -600 F - T 797 -447 T - G 427 -701 Webs Tens.Comp. H - R 671 -420 O - K 1122 -672 O - N 954 -565 K - N 668 -936 N - L 1251 -736 L - M 592 -936 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.72 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.101 I 999 360 VERT(CL):0.190 I 999 240 HORZ(LL):-0.026 W -- HORZ(TL):0.049 W -- Creep Factor: 2.0 Max TC CSI:0.397 Max BC CSI:0.525 Max Web CSI:0.500 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T18 Ply: 1 Qty:1 SEQN:166390 MONO FROM: Cust: R 761 JRef:1X4V7610002 T23 DrwNo:116.21.0947.42233 AK /WHK 04/26/2021 10'7"13 26'6"3 5'11"5 5'11"5 10'11"6 5'0"1 12'7"2 1'7"12 13'7"4 1'0"2 15'7"4 2' 16'11"4 1'4" 22'5"10 5'6"6 27'6"12 5'1"2 32'1"12 4'7" 37'2" 5'0"4 5'9"9 5'9"9 11'0"6 5'2"13 13'0"6 2' 15'3"12 2'3"6 16'11"4 1'7"8 22'2"2 5'2"14 27'5" 5'2"14 32'3"8 4'10"8 37'2" 4'10"81' 4"1 2'4'6"126'0"13'6'6"126'11"89'5" 11'5" A B C D E F G H I J K L MN OPQRST UVW X Y ZAA 5 12 3X4(A1)1.5X4 6X65X5 1.5X4 5X81.5X4 5X5 5X5 5X8 5X5 5X81.5X4 3X5 3X10 4X4 1.5X6 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 468 /-/-/334 /219 /287 E 390 /-/-/287 /284 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 3.6 Min Req =1.5 Bearings B & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 200 -598 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 510 -374 Chords Tens.Comp. F - E 505 -375 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 418 -563 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.011 F 999 360 VERT(CL):0.020 F 999 240 HORZ(LL):-0.005 F - - HORZ(TL):0.008 E - - Creep Factor: 2.0 Max TC CSI:0.377 Max BC CSI:0.359 Max Web CSI:0.280 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T19 Ply: 1 Qty:2 SEQN:166408 MONO FROM: Cust: R 761 JRef:1X4V7610002 T22 DrwNo:116.21.0947.45847 AK /WHK 04/26/2021 10'7"9 5'9"7 5'9"7 10'7"9 4'10"2 5'7"11 5'7"11 10'7"9 4'11"141' 4"1 4'9"35'1"159'5"A B C D EF 5 12 2X4(A1)1.5X4 3X4 1.5X4 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 468 /-/-/334 /219 /287 E 390 /-/-/287 /284 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 3.6 Min Req =1.5 Bearings B & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 200 -598 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 510 -374 Chords Tens.Comp. F - E 505 -375 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 418 -563 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.011 F 999 360 VERT(CL):0.020 F 999 240 HORZ(LL):-0.005 F - - HORZ(TL):0.008 E - - Creep Factor: 2.0 Max TC CSI:0.377 Max BC CSI:0.359 Max Web CSI:0.280 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T19 Ply: 1 Qty:2 SEQN:166408 MONO FROM: Cust: R 761 JRef:1X4V7610002 T22 DrwNo:116.21.0947.45847 AK /WHK 04/26/2021 10'7"9 5'9"7 5'9"7 10'7"9 4'10"2 5'7"11 5'7"11 10'7"9 4'11"141' 4"1 4'9"35'1"159'5"A B C D EF 5 12 2X4(A1)1.5X4 3X4 1.5X4 5X5 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 468 /-/-/336 /236 /244 F 390 /-/-/256 /269 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 F Brg Width = 3.6 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 294 -583 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 511 -428 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 425 -95 Webs Tens.Comp. D - F 225 -434 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.013 C 999 360 VERT(CL):0.031 G 999 240 HORZ(LL):0.005 G - - HORZ(TL):0.014 G - - Creep Factor: 2.0 Max TC CSI:0.298 Max BC CSI:0.562 Max Web CSI:0.148 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T20 Ply: 1 Qty:1 SEQN:166405 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T21 DrwNo:116.21.0948.44520 AK /WHK 04/26/2021 10'7"9 4'9"8 4'9"8 8'11"4 4'1"12 10'7"9 1'8"5 8'11"4 8'11"4 10'7"9 1'8"51' 4"1 4'0"124'5"89'5"A B C D E FG 5 12 2X4(A1) 1.5X4 4X7 3X4 1.5X4 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 468 /-/-/336 /236 /244 F 390 /-/-/256 /269 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 F Brg Width = 3.6 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 294 -583 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 511 -428 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 425 -95 Webs Tens.Comp. D - F 225 -434 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.013 C 999 360 VERT(CL):0.031 G 999 240 HORZ(LL):0.005 G - - HORZ(TL):0.014 G - - Creep Factor: 2.0 Max TC CSI:0.298 Max BC CSI:0.562 Max Web CSI:0.148 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T20 Ply: 1 Qty:1 SEQN:166405 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T21 DrwNo:116.21.0948.44520 AK /WHK 04/26/2021 10'7"9 4'9"8 4'9"8 8'11"4 4'1"12 10'7"9 1'8"5 8'11"4 8'11"4 10'7"9 1'8"51' 4"1 4'0"124'5"89'5"A B C D E FG 5 12 2X4(A1) 1.5X4 4X7 3X4 1.5X4 5X5 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 468 /-/-/332 /252 /194 E 390 /-/-/227 /254 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 3.6 Min Req =1.5 Bearings B & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 177 -455 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 286 -457 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.028 F 999 360 VERT(CL):0.044 F 999 240 HORZ(LL):-0.015 F - - HORZ(TL):0.022 F - - Creep Factor: 2.0 Max TC CSI:0.618 Max BC CSI:0.449 Max Web CSI:0.154 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T21 Ply: 1 Qty:1 SEQN:166402 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T20 DrwNo:116.21.0948.46620 AK /WHK 04/26/2021 10'7"9 6'11"4 6'11"4 10'7"9 3'8"5 7'1" 7'1" 10'7"9 3'6"91' 4"1 3'2"123'7"89'5"A B C D EF 5 12 2X4(A1) 4X7 1.5X4 1.5X4 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 468 /-/-/332 /252 /194 E 390 /-/-/227 /254 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 3.6 Min Req =1.5 Bearings B & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 177 -455 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 286 -457 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.028 F 999 360 VERT(CL):0.044 F 999 240 HORZ(LL):-0.015 F - - HORZ(TL):0.022 F - - Creep Factor: 2.0 Max TC CSI:0.618 Max BC CSI:0.449 Max Web CSI:0.154 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T21 Ply: 1 Qty:1 SEQN:166402 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T20 DrwNo:116.21.0948.46620 AK /WHK 04/26/2021 10'7"9 6'11"4 6'11"4 10'7"9 3'8"5 7'1" 7'1" 10'7"9 3'6"91' 4"1 3'2"123'7"89'5"A B C D EF 5 12 2X4(A1) 4X7 1.5X4 1.5X4 5X5 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 4.94 TC: From 28 plf at 4.94 to 28 plf at 10.63 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.97 BC: From 10 plf at 4.97 to 10 plf at 10.63 TC: 308 lb Conc. Load at 4.97 TC: 116 lb Conc. Load at 7.00, 9.00 BC: 176 lb Conc. Load at 4.97 BC: 87 lb Conc. Load at 7.00, 9.00 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 774 /-/-/-/480 /- E 762 /-/-/-/459 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 3.6 Min Req =1.5 Bearings B & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 800 -1367 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1212 -691 Chords Tens.Comp. F - E 1237 -688 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 701 -1273 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.032 F 999 360 VERT(CL):0.059 F 999 240 HORZ(LL):0.011 E - - HORZ(TL):0.020 E - - Creep Factor: 2.0 Max TC CSI:0.873 Max BC CSI:0.645 Max Web CSI:0.728 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T22 Ply: 1 Qty:1 SEQN:166399 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T71 DrwNo:116.21.0948.48310 AK /WHK 04/26/2021 10'7"9 4'11"4 4'11"4 10'7"9 5'8"5 5'1" 5'1" 10'7"9 5'6"91' 4"1 2'4"122'9"89'5"A B C D EF 5 12 2X5(A1) 6X8 1.5X4 2X5 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 4.94 TC: From 28 plf at 4.94 to 28 plf at 10.63 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.97 BC: From 10 plf at 4.97 to 10 plf at 10.63 TC: 308 lb Conc. Load at 4.97 TC: 116 lb Conc. Load at 7.00, 9.00 BC: 176 lb Conc. Load at 4.97 BC: 87 lb Conc. Load at 7.00, 9.00 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 774 /-/-/-/480 /- E 762 /-/-/-/459 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = 3.6 Min Req =1.5 Bearings B & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 800 -1367 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1212 -691 Chords Tens.Comp. F - E 1237 -688 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 701 -1273 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.032 F 999 360 VERT(CL):0.059 F 999 240 HORZ(LL):0.011 E - - HORZ(TL):0.020 E - - Creep Factor: 2.0 Max TC CSI:0.873 Max BC CSI:0.645 Max Web CSI:0.728 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T22 Ply: 1 Qty:1 SEQN:166399 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T71 DrwNo:116.21.0948.48310 AK /WHK 04/26/2021 10'7"9 4'11"4 4'11"4 10'7"9 5'8"5 5'1" 5'1" 10'7"9 5'6"91' 4"1 2'4"122'9"89'5"A B C D EF 5 12 2X5(A1) 6X8 1.5X4 2X5 6X6 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 556 /-/-/394 /278 /295 J 535 /-/0 /333 /354 /0 Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 335 -797 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 690 -502 Chords Tens.Comp. L - K 686 -504 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 406 -541 D - K 437 -221 Webs Tens.Comp. D - J 407 -588 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.023 L 999 360 VERT(CL):0.043 L 999 240 HORZ(LL):-0.007 C - - HORZ(TL):0.012 J - - Creep Factor: 2.0 Max TC CSI:0.307 Max BC CSI:0.398 Max Web CSI:0.314 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T23 Ply: 1 Qty:1 SEQN:166423 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T33 DrwNo:116.21.0948.50130 AK /WHK 04/26/2021 13'8"8 5'11"4 5'11"4 10'11"4 5' 12'11" 1'11"12 13'8"8 9"8 5'9"8 5'9"8 10'11"4 5'1"12 13' 2'0"12 13'8"8 8"8 1' 4"1 4'10"122'5'3"89'5"A B C D E F G H I JKL 5 12 2X4(A1)1.5X4 3X4 4X7 3X4 6X6 3X3 3X41.5X4 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 556 /-/-/394 /278 /295 J 535 /-/0 /333 /354 /0 Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 335 -797 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 690 -502 Chords Tens.Comp. L - K 686 -504 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 406 -541 D - K 437 -221 Webs Tens.Comp. D - J 407 -588 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.023 L 999 360 VERT(CL):0.043 L 999 240 HORZ(LL):-0.007 C - - HORZ(TL):0.012 J - - Creep Factor: 2.0 Max TC CSI:0.307 Max BC CSI:0.398 Max Web CSI:0.314 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T23 Ply: 1 Qty:1 SEQN:166423 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T33 DrwNo:116.21.0948.50130 AK /WHK 04/26/2021 13'8"8 5'11"4 5'11"4 10'11"4 5' 12'11" 1'11"12 13'8"8 9"8 5'9"8 5'9"8 10'11"4 5'1"12 13' 2'0"12 13'8"8 8"8 1' 4"1 4'10"122'5'3"89'5"A B C D E F G H I JKL 5 12 2X4(A1)1.5X4 3X4 4X7 3X4 6X6 3X3 3X41.5X4 3X3 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 556 /-/-/391 /258 /345 L 534 /-/0 /370 /373 /0 Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 L Brg Width = 3.5 Min Req =1.5 Bearings B & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 25 -421 Chords Tens.Comp. D - E 412 -937 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - R 753 -526 R - P 864 -629 Chords Tens.Comp. P - M 860 -631 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - T 503 -585 E - M 513 -703 M - G 613 -457 Webs Tens.Comp. L - K 436 -591 K - G 439 -582 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.177 Q 873 360 VERT(CL):0.296 Q 521 240 HORZ(LL):-0.088 L - - HORZ(TL):0.141 L - - Creep Factor: 2.0 Max TC CSI:0.518 Max BC CSI:0.597 Max Web CSI:0.288 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T24 Ply: 1 Qty:1 SEQN:166438 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T39 DrwNo:116.21.0948.52330 AK /WHK 04/26/2021 T2 13'8"8 1'4"13 1'4"13 6'8"4 5'3"7 10'11"12 4'3"8 12'11"4 1'11"8 13'8"8 9"4 1'4"13 1'4"13 1'11"1 6"4 2'8"6 9"5 6'6"8 3'10"2 10'10" 4'3"8 13' 2'2" 13'8"8 8"8 1' 4"1 5'8"128"2'6'1"89'5"A B C D E F G H I J K L M N OP QRST 5 12 2X4(A1) 3X3 2X41.5X6(**) 3X4 5X8 6X6 3X3 5X10 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 556 /-/-/391 /258 /345 L 534 /-/0 /370 /373 /0 Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 L Brg Width = 3.5 Min Req =1.5 Bearings B & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 25 -421 Chords Tens.Comp. D - E 412 -937 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - R 753 -526 R - P 864 -629 Chords Tens.Comp. P - M 860 -631 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - T 503 -585 E - M 513 -703 M - G 613 -457 Webs Tens.Comp. L - K 436 -591 K - G 439 -582 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.177 Q 873 360 VERT(CL):0.296 Q 521 240 HORZ(LL):-0.088 L - - HORZ(TL):0.141 L - - Creep Factor: 2.0 Max TC CSI:0.518 Max BC CSI:0.597 Max Web CSI:0.288 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T24 Ply: 1 Qty:1 SEQN:166438 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T39 DrwNo:116.21.0948.52330 AK /WHK 04/26/2021 T2 13'8"8 1'4"13 1'4"13 6'8"4 5'3"7 10'11"12 4'3"8 12'11"4 1'11"8 13'8"8 9"4 1'4"13 1'4"13 1'11"1 6"4 2'8"6 9"5 6'6"8 3'10"2 10'10" 4'3"8 13' 2'2" 13'8"8 8"8 1' 4"1 5'8"128"2'6'1"89'5"A B C D E F G H I J K L M N OP QRST 5 12 2X4(A1) 3X3 2X41.5X6(**) 3X4 5X8 6X6 3X3 5X10 3X3 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 556 /-/-/388 /250 /365 L 533 /-/0 /385 /380 /0 Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 L Brg Width = 3.5 Min Req =1.5 Bearings B & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 4 -421 Chords Tens.Comp. D - E 391 -937 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - R 754 -526 R - P 864 -629 Chords Tens.Comp. P - M 860 -631 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - T 503 -585 E - M 514 -704 M - G 605 -451 Webs Tens.Comp. L - K 458 -609 G - K 460 -600 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.177 Q 871 360 VERT(CL):0.296 Q 521 240 HORZ(LL):-0.088 L - - HORZ(TL):0.141 L - - Creep Factor: 2.0 Max TC CSI:0.518 Max BC CSI:0.597 Max Web CSI:0.289 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T25 Ply: 1 Qty:7 SEQN:166435 MONO FROM: Cust: R 761 JRef:1X4V7610002 T34 DrwNo:116.21.0949.10567 AK /WHK 04/26/2021 13'8"8 1'4"13 1'4"13 6'8"4 5'3"7 10'11"12 4'3"8 12'9"4 1'9"8 13'8"8 11"4 1'4"13 1'4"13 1'11"1 6"4 2'8"6 9"5 6'6"8 3'10"2 10'10" 4'3"8 13' 2'2" 13'8"8 8"8 1' 4"1 5'9"18"2'6'0"106'5"59'5"A B C D E F G H I J K L M N OP QRST 5 12 2X4(A1) 3X3 2X41.5X6(**) 3X4 5X8 6X6 3X8 3X33X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 556 /-/-/388 /250 /365 L 533 /-/0 /385 /380 /0 Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 L Brg Width = 3.5 Min Req =1.5 Bearings B & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 4 -421 Chords Tens.Comp. D - E 391 -937 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - R 754 -526 R - P 864 -629 Chords Tens.Comp. P - M 860 -631 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - T 503 -585 E - M 514 -704 M - G 605 -451 Webs Tens.Comp. L - K 458 -609 G - K 460 -600 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.177 Q 871 360 VERT(CL):0.296 Q 521 240 HORZ(LL):-0.088 L - - HORZ(TL):0.141 L - - Creep Factor: 2.0 Max TC CSI:0.518 Max BC CSI:0.597 Max Web CSI:0.289 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T25 Ply: 1 Qty:7 SEQN:166435 MONO FROM: Cust: R 761 JRef:1X4V7610002 T34 DrwNo:116.21.0949.10567 AK /WHK 04/26/2021 13'8"8 1'4"13 1'4"13 6'8"4 5'3"7 10'11"12 4'3"8 12'9"4 1'9"8 13'8"8 11"4 1'4"13 1'4"13 1'11"1 6"4 2'8"6 9"5 6'6"8 3'10"2 10'10" 4'3"8 13' 2'2" 13'8"8 8"8 1' 4"1 5'9"18"2'6'0"106'5"59'5"A B C D E F G H I J K L M N OP QRST 5 12 2X4(A1) 3X3 2X41.5X6(**) 3X4 5X8 6X6 3X8 3X33X3 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 556 /-/-/388 /250 /365 I 535 /-/0 /385 /380 /0 Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 I Brg Width = 3.5 Min Req =1.5 Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 240 -758 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 647 -472 Chords Tens.Comp. J - I 640 -472 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 510 -698 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.027 J 999 360 VERT(CL):0.050 J 999 240 HORZ(LL):-0.018 F - - HORZ(TL):0.020 F - - Creep Factor: 2.0 Max TC CSI:0.410 Max BC CSI:0.591 Max Web CSI:0.528 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T26 Ply: 1 Qty:1 SEQN:166426 MONO FROM: Cust: R 761 JRef:1X4V7610002 T35 DrwNo:116.21.0949.12847 AK /WHK 04/26/2021 13'8"8 6'11"2 6'11"2 12'11" 5'11"14 13'8"8 9"8 6'9"6 6'9"6 13' 6'2"10 13'8"8 8"8 1' 4"1 5'9"12'6'0"106'5"59'5"A B C D E F G H IJ 5 12 2X4(A1)1.5X4 3X4 6X6 3X3 3X4 1.5X4 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 556 /-/-/388 /250 /365 I 535 /-/0 /385 /380 /0 Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 I Brg Width = 3.5 Min Req =1.5 Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 240 -758 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 647 -472 Chords Tens.Comp. J - I 640 -472 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 510 -698 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.027 J 999 360 VERT(CL):0.050 J 999 240 HORZ(LL):-0.018 F - - HORZ(TL):0.020 F - - Creep Factor: 2.0 Max TC CSI:0.410 Max BC CSI:0.591 Max Web CSI:0.528 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T26 Ply: 1 Qty:1 SEQN:166426 MONO FROM: Cust: R 761 JRef:1X4V7610002 T35 DrwNo:116.21.0949.12847 AK /WHK 04/26/2021 13'8"8 6'11"2 6'11"2 12'11" 5'11"14 13'8"8 9"8 6'9"6 6'9"6 13' 6'2"10 13'8"8 8"8 1' 4"1 5'9"12'6'0"106'5"59'5"A B C D E F G H IJ 5 12 2X4(A1)1.5X4 3X4 6X6 3X3 3X4 1.5X4 3X3 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 581 /-/-/407 /268 /365 F 509 /-/-/375 /370 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 F Brg Width = 3.5 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 269 -795 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 679 -496 Chords Tens.Comp. H - G 674 -497 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 552 -748 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.019 H 999 360 VERT(CL):0.033 H 999 240 HORZ(LL):-0.010 H - - HORZ(TL):0.014 H - - Creep Factor: 2.0 Max TC CSI:0.523 Max BC CSI:0.496 Max Web CSI:0.632 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T27 Ply: 1 Qty:2 SEQN:166432 MONO FROM: Cust: R 761 JRef:1X4V7610002 T36 DrwNo:116.21.0949.14877 AK /WHK 04/26/2021 13'8"8 7'3"14 7'3"14 13'6" 6'2"2 13'8"8 2"8 7'2"2 7'2"2 13'4"4 6'2"2 13'8"8 4"4 1' 4"1 6'0"106'5"59'5"A B C D E F GH 5 12 2X4(A1)1.5X4 3X4 1.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 581 /-/-/407 /268 /365 F 509 /-/-/375 /370 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 F Brg Width = 3.5 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 269 -795 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 679 -496 Chords Tens.Comp. H - G 674 -497 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 552 -748 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.019 H 999 360 VERT(CL):0.033 H 999 240 HORZ(LL):-0.010 H - - HORZ(TL):0.014 H - - Creep Factor: 2.0 Max TC CSI:0.523 Max BC CSI:0.496 Max Web CSI:0.632 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T27 Ply: 1 Qty:2 SEQN:166432 MONO FROM: Cust: R 761 JRef:1X4V7610002 T36 DrwNo:116.21.0949.14877 AK /WHK 04/26/2021 13'8"8 7'3"14 7'3"14 13'6" 6'2"2 13'8"8 2"8 7'2"2 7'2"2 13'4"4 6'2"2 13'8"8 4"4 1' 4"1 6'0"106'5"59'5"A B C D E F GH 5 12 2X4(A1)1.5X4 3X4 1.5X4 6X6 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 2.17 TC: From 27 plf at 2.17 to 27 plf at 6.50 TC: From 55 plf at 6.50 to 55 plf at 9.67 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.17 BC: From 10 plf at 2.17 to 10 plf at 6.50 BC: From 20 plf at 6.50 to 20 plf at 8.67 BC: From 4 plf at 8.67 to 4 plf at 9.67 TC: 14 lb Conc. Load at 2.17, 6.50 TC: 48 lb Conc. Load at 2.50, 3.87, 4.79, 6.17 BC: 5 lb Conc. Load at 2.17, 6.50 BC: 41 lb Conc. Load at 2.50, 6.17 BC: 22 lb Conc. Load at 3.87, 4.79 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 481 /-/-/-/298 /- G 481 /-/-/-/298 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 G Brg Width = 7.6 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 413 -724 C - D 377 -652 D - E 344 -610 Chords Tens.Comp. E - F 377 -652 F - G 413 -724 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 644 -360 L - K 648 -353 K - J 610 -344 Chords Tens.Comp. J - I 648 -353 I - G 644 -360 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.013 K 999 360 VERT(CL):0.023 K 999 240 HORZ(LL):0.005 I - - HORZ(TL):0.008 I - - Creep Factor: 2.0 Max TC CSI:0.141 Max BC CSI:0.219 Max Web CSI:0.017 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T28 Ply: 1 Qty:1 SEQN:166258 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T42 DrwNo:116.21.0949.17883 AK /WHK 04/26/2021 8'8" 2'2" 2'2" 3'10"7 1'8"7 4'9"9 11"1 6'6" 1'8"7 8'8" 2'2" 3'10"7 3'10"7 4'9"9 11"1 8'8" 3'10"71'1' 4"11'2"141'8"122'1"79'5"A B C D E F G H IJKL 5 12 3.42 12 2X4(A1) 5X8 1.5X4 4X4 3X4 4X4 3X4 1.5X4 5X8 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 2.17 TC: From 27 plf at 2.17 to 27 plf at 6.50 TC: From 55 plf at 6.50 to 55 plf at 9.67 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.17 BC: From 10 plf at 2.17 to 10 plf at 6.50 BC: From 20 plf at 6.50 to 20 plf at 8.67 BC: From 4 plf at 8.67 to 4 plf at 9.67 TC: 14 lb Conc. Load at 2.17, 6.50 TC: 48 lb Conc. Load at 2.50, 3.87, 4.79, 6.17 BC: 5 lb Conc. Load at 2.17, 6.50 BC: 41 lb Conc. Load at 2.50, 6.17 BC: 22 lb Conc. Load at 3.87, 4.79 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 481 /-/-/-/298 /- G 481 /-/-/-/298 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 G Brg Width = 7.6 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 413 -724 C - D 377 -652 D - E 344 -610 Chords Tens.Comp. E - F 377 -652 F - G 413 -724 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 644 -360 L - K 648 -353 K - J 610 -344 Chords Tens.Comp. J - I 648 -353 I - G 644 -360 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.013 K 999 360 VERT(CL):0.023 K 999 240 HORZ(LL):0.005 I - - HORZ(TL):0.008 I - - Creep Factor: 2.0 Max TC CSI:0.141 Max BC CSI:0.219 Max Web CSI:0.017 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T28 Ply: 1 Qty:1 SEQN:166258 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T42 DrwNo:116.21.0949.17883 AK /WHK 04/26/2021 8'8" 2'2" 2'2" 3'10"7 1'8"7 4'9"9 11"1 6'6" 1'8"7 8'8" 2'2" 3'10"7 3'10"7 4'9"9 11"1 8'8" 3'10"71'1' 4"11'2"141'8"122'1"79'5"A B C D E F G H IJKL 5 12 3.42 12 2X4(A1) 5X8 1.5X4 4X4 3X4 4X4 3X4 1.5X4 5X8 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 8.67 BC: From 10 plf at 0.00 to 10 plf at 8.67 BC: 113 lb Conc. Load at 1.03 BC: 1307 lb Conc. Load at 3.08 BC: 698 lb Conc. Load at 5.08, 7.08 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 1638 /-/-/-/988 /- C 1743 /-/-/-/1039 /- Wind reactions based on MWFRS E Brg Width = 7.6 Min Req =1.5 C Brg Width = 7.6 Min Req =1.5 Bearings E & C are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 920 -1523 Chords Tens.Comp. B - C 920 -1523 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 1400 -840 Chords Tens.Comp. D - C 1400 -840 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 1015 -574 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.027 D 999 360 VERT(CL):0.047 D 999 240 HORZ(LL):-0.007 D - - HORZ(TL):0.013 D - - Creep Factor: 2.0 Max TC CSI:0.255 Max BC CSI:0.619 Max Web CSI:0.229 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T29 Ply: 2 Qty:1 SEQN:166396 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T56 DrwNo:116.21.0949.21280 AK /WHK 04/26/2021 2 Complete Trusses Required 8'8" 4'4" 4'4" 8'8" 4'4" 4'4" 4'4" 8'8" 4'4" 4"12'1"129'5" A B C DE 5 12 2X5(A1) 4X4 3X8 2X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 8.67 BC: From 10 plf at 0.00 to 10 plf at 8.67 BC: 113 lb Conc. Load at 1.03 BC: 1307 lb Conc. Load at 3.08 BC: 698 lb Conc. Load at 5.08, 7.08 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 1638 /-/-/-/988 /- C 1743 /-/-/-/1039 /- Wind reactions based on MWFRS E Brg Width = 7.6 Min Req =1.5 C Brg Width = 7.6 Min Req =1.5 Bearings E & C are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 920 -1523 Chords Tens.Comp. B - C 920 -1523 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 1400 -840 Chords Tens.Comp. D - C 1400 -840 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 1015 -574 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.027 D 999 360 VERT(CL):0.047 D 999 240 HORZ(LL):-0.007 D - - HORZ(TL):0.013 D - - Creep Factor: 2.0 Max TC CSI:0.255 Max BC CSI:0.619 Max Web CSI:0.229 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T29 Ply: 2 Qty:1 SEQN:166396 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T56 DrwNo:116.21.0949.21280 AK /WHK 04/26/2021 2 Complete Trusses Required 8'8" 4'4" 4'4" 8'8" 4'4" 4'4" 4'4" 8'8" 4'4" 4"12'1"129'5" A B C DE 5 12 2X5(A1) 4X4 3X8 2X5(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 28 plf at 0.00 to 28 plf at 13.44 TC: From 55 plf at 13.44 to 55 plf at 18.46 BC: From 10 plf at 0.00 to 10 plf at 13.41 BC: From 20 plf at 13.41 to 20 plf at 18.46 TC: 118 lb Conc. Load at 1.37, 3.37, 5.37, 7.37 9.37,11.37 TC: 316 lb Conc. Load at 13.41 BC: 89 lb Conc. Load at 1.37, 3.37, 5.37, 7.37 9.37,11.37 BC: 179 lb Conc. Load at 13.41 Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 1312 /-/-/-/799 /- E 1307 /-/-/-/785 /- Wind reactions based on MWFRS I Brg Width = -Min Req =- E Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1392 -2291 B - C 1392 -2291 Chords Tens.Comp. C - D 1864 -3078 D - E 1742 -2853 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 3076 -1884 G - F 2607 -1562 Chords Tens.Comp. F - E 2588 -1566 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 801 -1220 A - H 2510 -1525 B - H 429 -409 Webs Tens.Comp. H - C 551 -879 G - D 523 -334 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.136 C 999 360 VERT(CL):0.248 G 888 240 HORZ(LL):-0.034 F - - HORZ(TL):0.062 F - - Creep Factor: 2.0 Max TC CSI:0.749 Max BC CSI:0.904 Max Web CSI:0.602 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T30 Ply: 1 Qty:1 SEQN:166262 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T54 DrwNo:116.21.0949.23803 AK /WHK 04/26/2021 18'5"8 4'6"5 4'6"5 8'9"3 4'2"13 13'5"4 4'8"1 18'5"8 5'0"4 4'6"5 4'6"5 9'0"11 4'6"5 13'3"8 4'2"13 18'5"8 5'2"2'5"34"1 9'5" A B C D E FGHI 5 12 4X7 1.5X6 1.5X4 4X12 3X4 5X5 1.5X4 5X8 3X6(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 28 plf at 0.00 to 28 plf at 13.44 TC: From 55 plf at 13.44 to 55 plf at 18.46 BC: From 10 plf at 0.00 to 10 plf at 13.41 BC: From 20 plf at 13.41 to 20 plf at 18.46 TC: 118 lb Conc. Load at 1.37, 3.37, 5.37, 7.37 9.37,11.37 TC: 316 lb Conc. Load at 13.41 BC: 89 lb Conc. Load at 1.37, 3.37, 5.37, 7.37 9.37,11.37 BC: 179 lb Conc. Load at 13.41 Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 1312 /-/-/-/799 /- E 1307 /-/-/-/785 /- Wind reactions based on MWFRS I Brg Width = -Min Req =- E Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1392 -2291 B - C 1392 -2291 Chords Tens.Comp. C - D 1864 -3078 D - E 1742 -2853 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 3076 -1884 G - F 2607 -1562 Chords Tens.Comp. F - E 2588 -1566 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 801 -1220 A - H 2510 -1525 B - H 429 -409 Webs Tens.Comp. H - C 551 -879 G - D 523 -334 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.136 C 999 360 VERT(CL):0.248 G 888 240 HORZ(LL):-0.034 F - - HORZ(TL):0.062 F - - Creep Factor: 2.0 Max TC CSI:0.749 Max BC CSI:0.904 Max Web CSI:0.602 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T30 Ply: 1 Qty:1 SEQN:166262 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T54 DrwNo:116.21.0949.23803 AK /WHK 04/26/2021 18'5"8 4'6"5 4'6"5 8'9"3 4'2"13 13'5"4 4'8"1 18'5"8 5'0"4 4'6"5 4'6"5 9'0"11 4'6"5 13'3"8 4'2"13 18'5"8 5'2"2'5"34"1 9'5" A B C D E FGHI 5 12 4X7 1.5X6 1.5X4 4X12 3X4 5X5 1.5X4 5X8 3X6(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 689 /-/-/353 /422 /176 D 698 /-/-/422 /392 /- Wind reactions based on MWFRS G Brg Width = -Min Req =- D Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 606 -981 B - C 606 -981 Chords Tens.Comp. C - D 684 -1235 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 1091 -530 Chords Tens.Comp. E - D 1083 -531 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - G 438 -637 Webs Tens.Comp. A - F 1091 -673 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.039 E 999 360 VERT(CL):0.073 E 999 240 HORZ(LL):0.012 E - - HORZ(TL):0.022 E - - Creep Factor: 2.0 Max TC CSI:0.523 Max BC CSI:0.503 Max Web CSI:0.452 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T31 Ply: 1 Qty:1 SEQN:166266 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T55 DrwNo:116.21.1002.43447 AK /WHK 04/26/2021 18'5"8 5'8"10 5'8"10 11'5"4 5'8"10 18'5"8 7'0"4 5'8"10 5'8"10 11'3"8 5'6"14 18'5"8 7'2"3'3"34"1 9'5" A B C D EFG 5124X4 1.5X6 1.5X4 3X8 5X5 4X7 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 689 /-/-/353 /422 /176 D 698 /-/-/422 /392 /- Wind reactions based on MWFRS G Brg Width = -Min Req =- D Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 606 -981 B - C 606 -981 Chords Tens.Comp. C - D 684 -1235 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 1091 -530 Chords Tens.Comp. E - D 1083 -531 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - G 438 -637 Webs Tens.Comp. A - F 1091 -673 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.039 E 999 360 VERT(CL):0.073 E 999 240 HORZ(LL):0.012 E - - HORZ(TL):0.022 E - - Creep Factor: 2.0 Max TC CSI:0.523 Max BC CSI:0.503 Max Web CSI:0.452 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T31 Ply: 1 Qty:1 SEQN:166266 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T55 DrwNo:116.21.1002.43447 AK /WHK 04/26/2021 18'5"8 5'8"10 5'8"10 11'5"4 5'8"10 18'5"8 7'0"4 5'8"10 5'8"10 11'3"8 5'6"14 18'5"8 7'2"3'3"34"1 9'5" A B C D EFG 5124X4 1.5X6 1.5X4 3X8 5X5 4X7 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 689 /-/-/370 /431 /226 E 698 /-/-/439 /382 /- Wind reactions based on MWFRS H Brg Width = -Min Req =- E Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 430 -673 B - C 430 -673 Chords Tens.Comp. C - D 554 -996 D - E 767 -1310 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 874 -331 Chords Tens.Comp. F - E 1179 -638 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - H 446 -645 Webs Tens.Comp. A - G 856 -548 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.035 F 999 360 VERT(CL):0.066 F 999 240 HORZ(LL):0.012 F - - HORZ(TL):0.023 F - - Creep Factor: 2.0 Max TC CSI:0.269 Max BC CSI:0.666 Max Web CSI:0.323 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T32 Ply: 1 Qty:1 SEQN:166270 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T53 DrwNo:116.21.1006.12297 AK /WHK 04/26/2021 18'5"8 4'8"10 4'8"10 9'5"4 4'8"10 13'7"8 4'2"4 18'5"8 4'10" 4'8"10 4'8"10 9'5"4 4'8"10 18'5"8 9'0"44'1"34"1 9'5" A B C D E FGH 5 124X4 1.5X6 1.5X4 3X8 4X7 5X5 1.5X4 2X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 689 /-/-/370 /431 /226 E 698 /-/-/439 /382 /- Wind reactions based on MWFRS H Brg Width = -Min Req =- E Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 430 -673 B - C 430 -673 Chords Tens.Comp. C - D 554 -996 D - E 767 -1310 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 874 -331 Chords Tens.Comp. F - E 1179 -638 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - H 446 -645 Webs Tens.Comp. A - G 856 -548 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.035 F 999 360 VERT(CL):0.066 F 999 240 HORZ(LL):0.012 F - - HORZ(TL):0.023 F - - Creep Factor: 2.0 Max TC CSI:0.269 Max BC CSI:0.666 Max Web CSI:0.323 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T32 Ply: 1 Qty:1 SEQN:166270 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T53 DrwNo:116.21.1006.12297 AK /WHK 04/26/2021 18'5"8 4'8"10 4'8"10 9'5"4 4'8"10 13'7"8 4'2"4 18'5"8 4'10" 4'8"10 4'8"10 9'5"4 4'8"10 18'5"8 9'0"44'1"34"1 9'5" A B C D E FGH 5 124X4 1.5X6 1.5X4 3X8 4X7 5X5 1.5X4 2X5(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 686 /-/-/389 /440 /297 D 761 /-/-/518 /412 /- Wind reactions based on MWFRS H Brg Width = -Min Req =- D Brg Width = 7.6 Min Req =1.5 Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 451 -827 Chords Tens.Comp. C - D 662 -1281 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 722 -183 G - F 1128 -505 Chords Tens.Comp. F - D 1132 -505 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - B 565 -851 B - G 447 -95 Webs Tens.Comp. G - C 360 -452 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.039 F 999 360 VERT(CL):0.072 F 999 240 HORZ(LL):0.015 F - - HORZ(TL):0.028 F - - Creep Factor: 2.0 Max TC CSI:0.708 Max BC CSI:0.595 Max Web CSI:0.442 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T33 Ply: 1 Qty:1 SEQN:166274 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T52 DrwNo:116.21.1006.14553 AK /WHK 04/26/2021 18'5"8 7'5"4 7'5"4 12'5"12 5'0"8 18'5"8 5'11"12 7'5"4 7'5"4 12'7"8 5'2"4 18'5"8 5'10"1'4'11"34"1 5'3"14(a) 9'5" A B C D E FGH 5 12 1.5X4 6X6 5X8 5X5 3X4 1.5X4 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 686 /-/-/389 /440 /297 D 761 /-/-/518 /412 /- Wind reactions based on MWFRS H Brg Width = -Min Req =- D Brg Width = 7.6 Min Req =1.5 Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 451 -827 Chords Tens.Comp. C - D 662 -1281 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 722 -183 G - F 1128 -505 Chords Tens.Comp. F - D 1132 -505 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - B 565 -851 B - G 447 -95 Webs Tens.Comp. G - C 360 -452 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.039 F 999 360 VERT(CL):0.072 F 999 240 HORZ(LL):0.015 F - - HORZ(TL):0.028 F - - Creep Factor: 2.0 Max TC CSI:0.708 Max BC CSI:0.595 Max Web CSI:0.442 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T33 Ply: 1 Qty:1 SEQN:166274 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T52 DrwNo:116.21.1006.14553 AK /WHK 04/26/2021 18'5"8 7'5"4 7'5"4 12'5"12 5'0"8 18'5"8 5'11"12 7'5"4 7'5"4 12'7"8 5'2"4 18'5"8 5'10"1'4'11"34"1 5'3"14(a) 9'5" A B C D E FGH 5 12 1.5X4 6X6 5X8 5X5 3X4 1.5X4 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 685 /-/-/415 /453 /325 F 696 /-/-/457 /354 /- Wind reactions based on MWFRS O Brg Width = -Min Req =- F Brg Width = 6.6 Min Req =1.5 Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 78 -433 B - C 78 -437 C - D 368 -860 Chords Tens.Comp. D - E 478 -1263 E - F 622 -1276 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - K 769 -16 K - H 1111 -206 Chords Tens.Comp. G - F 1128 -490 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - O 152 -657 A - M 748 -135 O - M 448 -131 M - C 373 -475 Webs Tens.Comp. C - K 580 -347 K - D 438 -771 D - H 624 -224 H - G 1191 -520 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.045 H 999 360 VERT(CL):0.085 H 999 240 HORZ(LL):0.034 A - - HORZ(TL):0.064 A - - Creep Factor: 2.0 Max TC CSI:0.378 Max BC CSI:0.411 Max Web CSI:0.345 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T34 Ply: 1 Qty:1 SEQN:166277 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T28 DrwNo:116.21.1006.22550 AK /WHK 04/26/2021 18'4"8 2'3"12 2'3"12 5'5"4 3'1"8 6'9"8 1'4"4 12'1"14 5'4"6 18'4"8 6'2"10 2'9" 2'9" 5'5"4 2'8"4 6'9"8 1'4"4 12'1"14 5'4"6 18'4"8 6'2"105'9"34"82'9'5" A B C D E F G H IJ K L M NO 512 3X3 6X6 1.5X4 6X81.5X4 4X7 3X4 3X4 5X81.5X4 3X5 3X4 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 685 /-/-/415 /453 /325 F 696 /-/-/457 /354 /- Wind reactions based on MWFRS O Brg Width = -Min Req =- F Brg Width = 6.6 Min Req =1.5 Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 78 -433 B - C 78 -437 C - D 368 -860 Chords Tens.Comp. D - E 478 -1263 E - F 622 -1276 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - K 769 -16 K - H 1111 -206 Chords Tens.Comp. G - F 1128 -490 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - O 152 -657 A - M 748 -135 O - M 448 -131 M - C 373 -475 Webs Tens.Comp. C - K 580 -347 K - D 438 -771 D - H 624 -224 H - G 1191 -520 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.045 H 999 360 VERT(CL):0.085 H 999 240 HORZ(LL):0.034 A - - HORZ(TL):0.064 A - - Creep Factor: 2.0 Max TC CSI:0.378 Max BC CSI:0.411 Max Web CSI:0.345 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T34 Ply: 1 Qty:1 SEQN:166277 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T28 DrwNo:116.21.1006.22550 AK /WHK 04/26/2021 18'4"8 2'3"12 2'3"12 5'5"4 3'1"8 6'9"8 1'4"4 12'1"14 5'4"6 18'4"8 6'2"10 2'9" 2'9" 5'5"4 2'8"4 6'9"8 1'4"4 12'1"14 5'4"6 18'4"8 6'2"105'9"34"82'9'5" A B C D E F G H IJ K L M NO 512 3X3 6X6 1.5X4 6X81.5X4 4X7 3X4 3X4 5X81.5X4 3X5 3X4 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 598 /-/-/406 /376 /373 E 610 /-/-/404 /327 /- Wind reactions based on MWFRS H Brg Width = -Min Req =- E Brg Width = 6.6 Min Req =1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 620 -1159 C - D 473 -1141 Chords Tens.Comp. D - E 891 -1794 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 1645 -764 Chords Tens.Comp. F - E 1637 -758 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - B 433 -584 B - G 1179 -685 Webs Tens.Comp. G - D 512 -588 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.092 D 999 360 VERT(CL):0.173 D 999 240 HORZ(LL):0.043 A - - HORZ(TL):0.081 A - - Creep Factor: 2.0 Max TC CSI:0.332 Max BC CSI:0.614 Max Web CSI:0.453 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T35 Ply: 1 Qty:1 SEQN:166283 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T40 DrwNo:116.21.1010.12473 AK /WHK 04/26/2021 16'0"2 1'1"14 1'1"14 5'7"13 4'5"15 10'5"14 4'10"1 16'0"2 5'6"4 5'9"9 5'9"9 10'7"10 4'10"1 15'4"12 4'9"2 16'0"2 7"62'4'6"124"8 6'6"1211'5" 9'5" A B C D EF GH 512 2.5 12 1.5X4 6X6 4X5 1.5X4 5X12 3X4 1.5X4 2X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 598 /-/-/406 /376 /373 E 610 /-/-/404 /327 /- Wind reactions based on MWFRS H Brg Width = -Min Req =- E Brg Width = 6.6 Min Req =1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 620 -1159 C - D 473 -1141 Chords Tens.Comp. D - E 891 -1794 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 1645 -764 Chords Tens.Comp. F - E 1637 -758 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - B 433 -584 B - G 1179 -685 Webs Tens.Comp. G - D 512 -588 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.092 D 999 360 VERT(CL):0.173 D 999 240 HORZ(LL):0.043 A - - HORZ(TL):0.081 A - - Creep Factor: 2.0 Max TC CSI:0.332 Max BC CSI:0.614 Max Web CSI:0.453 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T35 Ply: 1 Qty:1 SEQN:166283 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T40 DrwNo:116.21.1010.12473 AK /WHK 04/26/2021 16'0"2 1'1"14 1'1"14 5'7"13 4'5"15 10'5"14 4'10"1 16'0"2 5'6"4 5'9"9 5'9"9 10'7"10 4'10"1 15'4"12 4'9"2 16'0"2 7"62'4'6"124"8 6'6"1211'5" 9'5" A B C D EF GH 512 2.5 12 1.5X4 6X6 4X5 1.5X4 5X12 3X4 1.5X4 2X5(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 598 /-/-/427 /383 /402 D 610 /-/-/403 /319 /- Wind reactions based on MWFRS G Brg Width = -Min Req =- D Brg Width = 6.6 Min Req =1.5 Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 452 -1156 Chords Tens.Comp. C - D 850 -1787 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 978 -203 F - E 1638 -725 Chords Tens.Comp. E - D 1631 -720 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - B 660 -1067 B - F 524 -141 Webs Tens.Comp. F - C 490 -564 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.089 C 999 360 VERT(CL):0.167 C 999 240 HORZ(LL):0.047 A - - HORZ(TL):0.088 A - - Creep Factor: 2.0 Max TC CSI:0.419 Max BC CSI:0.605 Max Web CSI:0.657 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T36 Ply: 1 Qty:7 SEQN:166286 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T26 DrwNo:116.21.1010.24627 AK /WHK 04/26/2021 16'0"2 5'6"1 5'6"1 10'5"14 4'11"13 16'0"2 5'6"4 5'9"9 5'9"9 10'7"10 4'10"1 15'4"12 4'9"2 16'0"2 7"62'5'0"84"8 7'0"811'5" 9'5" A B C DE FG 512 2.5 12 1.5X4 6X6 3X4 5X5 3X4 1.5X4 2X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 598 /-/-/427 /383 /402 D 610 /-/-/403 /319 /- Wind reactions based on MWFRS G Brg Width = -Min Req =- D Brg Width = 6.6 Min Req =1.5 Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 452 -1156 Chords Tens.Comp. C - D 850 -1787 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 978 -203 F - E 1638 -725 Chords Tens.Comp. E - D 1631 -720 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - B 660 -1067 B - F 524 -141 Webs Tens.Comp. F - C 490 -564 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.089 C 999 360 VERT(CL):0.167 C 999 240 HORZ(LL):0.047 A - - HORZ(TL):0.088 A - - Creep Factor: 2.0 Max TC CSI:0.419 Max BC CSI:0.605 Max Web CSI:0.657 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T36 Ply: 1 Qty:7 SEQN:166286 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T26 DrwNo:116.21.1010.24627 AK /WHK 04/26/2021 16'0"2 5'6"1 5'6"1 10'5"14 4'11"13 16'0"2 5'6"4 5'9"9 5'9"9 10'7"10 4'10"1 15'4"12 4'9"2 16'0"2 7"62'5'0"84"8 7'0"811'5" 9'5" A B C DE FG 512 2.5 12 1.5X4 6X6 3X4 5X5 3X4 1.5X4 2X5(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; M1 2x4 SP 2250f-1.9E; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 442 /-/-/327 /332 /298 C 449 /-/-/281 /191 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req =1.5 C Brg Width = 6.6 Min Req =1.5 Bearings G & C are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 404 -1202 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 497 -147 E - D 1097 -318 Chords Tens.Comp. D - C 1096 -314 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 304 -448 A - E 426 -70 Webs Tens.Comp. F - G 323 -442 E - B 772 -863 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.047 D 999 360 VERT(CL):0.088 D 999 240 HORZ(LL):0.345 B - - HORZ(TL):0.388 B - - Creep Factor: 2.0 Max TC CSI:0.458 Max BC CSI:0.404 Max Web CSI:0.711 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T37 Ply: 1 Qty:1 SEQN:166289 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T61 DrwNo:116.21.1029.34257 AK /WHK 04/26/2021 M1 11'10"8 6'4"4 6'4"4 11'10"8 5'6"4 3"8 3"8 1'7"15 1'4"7 6'6" 4'10"1 11'3"2 4'9"2 11'10"8 7"65'3"144"82'9'5" A B CD EF G 512 2.5 12 4X4 3X3 5X5 3X4 1.5X4 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; M1 2x4 SP 2250f-1.9E; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 442 /-/-/327 /332 /298 C 449 /-/-/281 /191 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req =1.5 C Brg Width = 6.6 Min Req =1.5 Bearings G & C are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 404 -1202 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 497 -147 E - D 1097 -318 Chords Tens.Comp. D - C 1096 -314 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 304 -448 A - E 426 -70 Webs Tens.Comp. F - G 323 -442 E - B 772 -863 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.047 D 999 360 VERT(CL):0.088 D 999 240 HORZ(LL):0.345 B - - HORZ(TL):0.388 B - - Creep Factor: 2.0 Max TC CSI:0.458 Max BC CSI:0.404 Max Web CSI:0.711 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T37 Ply: 1 Qty:1 SEQN:166289 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T61 DrwNo:116.21.1029.34257 AK /WHK 04/26/2021 M1 11'10"8 6'4"4 6'4"4 11'10"8 5'6"4 3"8 3"8 1'7"15 1'4"7 6'6" 4'10"1 11'3"2 4'9"2 11'10"8 7"65'3"144"82'9'5" A B CD EF G 512 2.5 12 4X4 3X3 5X5 3X4 1.5X4 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 4.94 TC: From 28 plf at 4.94 to 28 plf at 16.06 TC: From 55 plf at 16.06 to 55 plf at 22.00 BC: From 20 plf at 0.00 to 20 plf at 4.97 BC: From 10 plf at 4.97 to 10 plf at 16.03 BC: From 20 plf at 16.03 to 20 plf at 21.00 BC: From 4 plf at 21.00 to 4 plf at 22.00 TC: 308 lb Conc. Load at 4.97,16.03 TC: 116 lb Conc. Load at 7.00, 9.00,11.00,13.00 15.00 BC: 176 lb Conc. Load at 4.97,16.03 BC: 87 lb Conc. Load at 7.00, 9.00,11.00,13.00 15.00 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1546 /-/-/-/928 /- E 1658 /-/-/-/1016 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req =1.5 E Brg Width = 7.6 Min Req =1.5 Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2092 -3447 B - C 2626 -4322 Chords Tens.Comp. C - D 2626 -4322 D - E 2159 -3562 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 3135 -1890 I - H 3155 -1885 Chords Tens.Comp. H - G 3262 -1946 G - E 3239 -1951 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 1247 -792 C - H 545 -519 Webs Tens.Comp. H - D 1133 -727 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.190 C 999 360 VERT(CL):0.348 C 714 240 HORZ(LL):0.042 G - - HORZ(TL):0.078 G - - Creep Factor: 2.0 Max TC CSI:0.555 Max BC CSI:0.474 Max Web CSI:0.450 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T38 Ply: 1 Qty:1 SEQN:166301 HIPS FROM: Cust: R 761 JRef:1X4V7610002 T64 DrwNo:116.21.1010.32713 AK /WHK 04/26/2021 T2 21' 4'11"4 4'11"4 10'6" 5'6"12 16'0"12 5'6"12 21' 4'11"4 5'1" 5'1" 10'6" 5'5" 15'11" 5'5" 21' 5'1"1' 4"12'4"122'9"89'5" A B C D E F GHI 5 12 3X8(B1) 5X10 1.5X4 2X4 5X8 1.5X4 6X8 3X8(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 4.94 TC: From 28 plf at 4.94 to 28 plf at 16.06 TC: From 55 plf at 16.06 to 55 plf at 22.00 BC: From 20 plf at 0.00 to 20 plf at 4.97 BC: From 10 plf at 4.97 to 10 plf at 16.03 BC: From 20 plf at 16.03 to 20 plf at 21.00 BC: From 4 plf at 21.00 to 4 plf at 22.00 TC: 308 lb Conc. Load at 4.97,16.03 TC: 116 lb Conc. Load at 7.00, 9.00,11.00,13.00 15.00 BC: 176 lb Conc. Load at 4.97,16.03 BC: 87 lb Conc. Load at 7.00, 9.00,11.00,13.00 15.00 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1546 /-/-/-/928 /- E 1658 /-/-/-/1016 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req =1.5 E Brg Width = 7.6 Min Req =1.5 Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2092 -3447 B - C 2626 -4322 Chords Tens.Comp. C - D 2626 -4322 D - E 2159 -3562 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 3135 -1890 I - H 3155 -1885 Chords Tens.Comp. H - G 3262 -1946 G - E 3239 -1951 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 1247 -792 C - H 545 -519 Webs Tens.Comp. H - D 1133 -727 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.190 C 999 360 VERT(CL):0.348 C 714 240 HORZ(LL):0.042 G - - HORZ(TL):0.078 G - - Creep Factor: 2.0 Max TC CSI:0.555 Max BC CSI:0.474 Max Web CSI:0.450 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T38 Ply: 1 Qty:1 SEQN:166301 HIPS FROM: Cust: R 761 JRef:1X4V7610002 T64 DrwNo:116.21.1010.32713 AK /WHK 04/26/2021 T2 21' 4'11"4 4'11"4 10'6" 5'6"12 16'0"12 5'6"12 21' 4'11"4 5'1" 5'1" 10'6" 5'5" 15'11" 5'5" 21' 5'1"1' 4"12'4"122'9"89'5" A B C D E F GHI 5 12 3X8(B1) 5X10 1.5X4 2X4 5X8 1.5X4 6X8 3X8(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 776 /-/-/431 /452 /128 E 839 /-/-/502 /495 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 E Brg Width = 7.6 Min Req =1.5 Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 803 -1377 B - C 866 -1327 Chords Tens.Comp. C - D 866 -1327 D - E 826 -1417 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 1206 -617 I - H 1211 -615 Chords Tens.Comp. H - G 1255 -640 G - E 1248 -641 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.058 C 999 360 VERT(CL):0.108 C 999 240 HORZ(LL):0.021 G - - HORZ(TL):0.039 G - - Creep Factor: 2.0 Max TC CSI:0.499 Max BC CSI:0.503 Max Web CSI:0.057 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T39 Ply: 1 Qty:1 SEQN:166305 HIPS FROM: Cust: R 761 JRef:1X4V7610002 T66 DrwNo:116.21.1011.05490 AK /WHK 04/26/2021 20'8"6 6'7"10 6'7"10 10'2"6 3'6"12 13'9"2 3'6"12 20'8"6 6'11"4 6'9"6 6'9"6 10'2"6 3'5" 13'7"6 3'5" 20'8"6 7'1"1' 5"9 4"13'2"123'7"89'5" A B C D E F GHI 5 12 2X5(B1) 4X7 1.5X4 1.5X4 5X8 1.5X4 4X7 2X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 776 /-/-/431 /452 /128 E 839 /-/-/502 /495 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 E Brg Width = 7.6 Min Req =1.5 Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 803 -1377 B - C 866 -1327 Chords Tens.Comp. C - D 866 -1327 D - E 826 -1417 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 1206 -617 I - H 1211 -615 Chords Tens.Comp. H - G 1255 -640 G - E 1248 -641 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.058 C 999 360 VERT(CL):0.108 C 999 240 HORZ(LL):0.021 G - - HORZ(TL):0.039 G - - Creep Factor: 2.0 Max TC CSI:0.499 Max BC CSI:0.503 Max Web CSI:0.057 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T39 Ply: 1 Qty:1 SEQN:166305 HIPS FROM: Cust: R 761 JRef:1X4V7610002 T66 DrwNo:116.21.1011.05490 AK /WHK 04/26/2021 20'8"6 6'7"10 6'7"10 10'2"6 3'6"12 13'9"2 3'6"12 20'8"6 6'11"4 6'9"6 6'9"6 10'2"6 3'5" 13'7"6 3'5" 20'8"6 7'1"1' 5"9 4"13'2"123'7"89'5" A B C D E F GHI 5 12 2X5(B1) 4X7 1.5X4 1.5X4 5X8 1.5X4 4X7 2X5(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 773 /-/-/392 /452 /162 G 842 /-/-/506 /493 /- Wind reactions based on MWFRS M Brg Width = 3.5 Min Req =1.5 G Brg Width = 7.6 Min Req =1.5 Bearings M & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 744 -1287 C - D 722 -1220 D - E 706 -1056 Chords Tens.Comp. E - F 713 -1183 F - G 928 -1494 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1456 -787 J - I 1066 -493 Chords Tens.Comp. I - G 1346 -764 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 432 -763 B - K 1484 -858 Webs Tens.Comp. K - C 517 -675 C - J 299 -397 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.055 I 999 360 VERT(CL):0.102 I 999 240 HORZ(LL):0.021 I - - HORZ(TL):0.040 I - - Creep Factor: 2.0 Max TC CSI:0.463 Max BC CSI:0.694 Max Web CSI:0.335 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T40 Ply: 1 Qty:1 SEQN:166309 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T67 DrwNo:116.21.1011.08400 AK /WHK 04/26/2021 20'8"6 4"4 4"4 2'3"10 1'11"6 8'7"10 6'4" 11'9"2 3'1"8 15'10"14 4'1"12 20'8"6 4'9"8 2"8 2"8 2'0"2 1'9"10 8'7"10 6'7"8 11'7"6 2'11"12 20'8"6 9'1"1'1'5"14"14'0"124'5"89'5" A B C D E F G H IJKLM 5 12 4X4 1.5X6 4X4 5X5 4X7 3X4 5X8 4X4 1.5X4 2X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 773 /-/-/392 /452 /162 G 842 /-/-/506 /493 /- Wind reactions based on MWFRS M Brg Width = 3.5 Min Req =1.5 G Brg Width = 7.6 Min Req =1.5 Bearings M & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 744 -1287 C - D 722 -1220 D - E 706 -1056 Chords Tens.Comp. E - F 713 -1183 F - G 928 -1494 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1456 -787 J - I 1066 -493 Chords Tens.Comp. I - G 1346 -764 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 432 -763 B - K 1484 -858 Webs Tens.Comp. K - C 517 -675 C - J 299 -397 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.055 I 999 360 VERT(CL):0.102 I 999 240 HORZ(LL):0.021 I - - HORZ(TL):0.040 I - - Creep Factor: 2.0 Max TC CSI:0.463 Max BC CSI:0.694 Max Web CSI:0.335 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T40 Ply: 1 Qty:1 SEQN:166309 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T67 DrwNo:116.21.1011.08400 AK /WHK 04/26/2021 20'8"6 4"4 4"4 2'3"10 1'11"6 8'7"10 6'4" 11'9"2 3'1"8 15'10"14 4'1"12 20'8"6 4'9"8 2"8 2"8 2'0"2 1'9"10 8'7"10 6'7"8 11'7"6 2'11"12 20'8"6 9'1"1'1'5"14"14'0"124'5"89'5" A B C D E F G H IJKLM 5 12 4X4 1.5X6 4X4 5X5 4X7 3X4 5X8 4X4 1.5X4 2X5(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T3 2x6 SP #2; Bot chord: 2x4 SP #2; B2 2x6 SP #2; Webs: 2x4 SP #2; Loading Attic room loading from 6-1-14 to 14-2-14: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Truss designed for sleeping room only. No waterbeds permitted. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to indicate 30.00 psf MAX LL. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.28" DL: 0.20". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 1059 /-/-/376 /455 /191 K 1122 /-/-/508 /486 /- Wind reactions based on MWFRS R Brg Width = 3.5 Min Req =1.5 K Brg Width = 7.6 Min Req =1.5 Bearings R & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 824 -2040 C - D 767 -2085 D - E 706 -1628 E - F 1260 -366 F - G 1258 -369 Chords Tens.Comp. G - H 703 -1630 H - I 760 -2034 I - J 753 -2045 J - K 903 -2284 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 2046 -685 O - N 1666 -482 Chords Tens.Comp. N - M 2071 -746 M - K 2072 -747 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 463 -1009 B - P 2222 -894 C - P 393 -1149 C - O 306 -629 Webs Tens.Comp. O - D 1086 -191 E - G 1161 -3030 H - N 998 -184 N - J 378 -636 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.276 N 889 360 VERT(CL):0.439 N 560 240 HORZ(LL):0.084 D - - HORZ(TL):0.138 D - - Creep Factor: 2.0 Max TC CSI:0.987 Max BC CSI:0.898 Max Web CSI:0.502 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T41 Ply: 1 Qty:1 SEQN:166312 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T73 DrwNo:116.21.1011.11770 AK /WHK 04/26/2021 T2 T3 B2 8'1"3'4"1220'8"6 4"4 4"4 4'3"10 3'11"6 6'0"2 1'8"8 10'2"6 4'2"4 14'4"10 4'2"4 15'7"14 1'3"4 16'2"6 6"8 20'8"6 4'6" 2"8 2"8 4'3"10 4'1"2 16'2"6 11'10"12 20'8"6 4'6"1'2'3"14"12'0"144'8"95'1"59'5" A B C D E F G H I J K L MNOPQR 5 12 5X5 1.5X6 7X6 6X12 4X4 3X8 3X5 SS0508 3X5 3X6 3X5 5X5 5X5 3X4 3X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T3 2x6 SP #2; Bot chord: 2x4 SP #2; B2 2x6 SP #2; Webs: 2x4 SP #2; Loading Attic room loading from 6-1-14 to 14-2-14: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Truss designed for sleeping room only. No waterbeds permitted. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to indicate 30.00 psf MAX LL. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.28" DL: 0.20". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 1059 /-/-/376 /455 /191 K 1122 /-/-/508 /486 /- Wind reactions based on MWFRS R Brg Width = 3.5 Min Req =1.5 K Brg Width = 7.6 Min Req =1.5 Bearings R & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 824 -2040 C - D 767 -2085 D - E 706 -1628 E - F 1260 -366 F - G 1258 -369 Chords Tens.Comp. G - H 703 -1630 H - I 760 -2034 I - J 753 -2045 J - K 903 -2284 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 2046 -685 O - N 1666 -482 Chords Tens.Comp. N - M 2071 -746 M - K 2072 -747 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 463 -1009 B - P 2222 -894 C - P 393 -1149 C - O 306 -629 Webs Tens.Comp. O - D 1086 -191 E - G 1161 -3030 H - N 998 -184 N - J 378 -636 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.276 N 889 360 VERT(CL):0.439 N 560 240 HORZ(LL):0.084 D - - HORZ(TL):0.138 D - - Creep Factor: 2.0 Max TC CSI:0.987 Max BC CSI:0.898 Max Web CSI:0.502 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T41 Ply: 1 Qty:1 SEQN:166312 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T73 DrwNo:116.21.1011.11770 AK /WHK 04/26/2021 T2 T3 B2 8'1"3'4"1220'8"6 4"4 4"4 4'3"10 3'11"6 6'0"2 1'8"8 10'2"6 4'2"4 14'4"10 4'2"4 15'7"14 1'3"4 16'2"6 6"8 20'8"6 4'6" 2"8 2"8 4'3"10 4'1"2 16'2"6 11'10"12 20'8"6 4'6"1'2'3"14"12'0"144'8"95'1"59'5" A B C D E F G H I J K L MNOPQR 5 12 5X5 1.5X6 7X6 6X12 4X4 3X8 3X5 SS0508 3X5 3X6 3X5 5X5 5X5 3X4 3X5(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T3 2x6 SP #2; Bot chord: 2x4 SP #2; B2 2x6 SP #2; Webs: 2x4 SP #2; Loading Attic room loading from 6-1-14 to 14-2-14: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Truss designed for sleeping room only. No waterbeds permitted. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to indicate 30.00 psf MAX LL. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.27" DL: 0.20". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 1059 /-/-/374 /451 /196 M 1122 /-/-/521 /475 /- Wind reactions based on MWFRS T Brg Width = 3.5 Min Req =1.5 M Brg Width = 7.6 Min Req =1.5 Bearings T & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 564 -1405 C - F 557 -1414 D - E 150 -657 E - F 184 -474 F - G 677 -1623 G - H 1248 -330 Chords Tens.Comp. H - I 1244 -336 I - J 672 -1629 J - K 724 -2031 K - L 717 -2042 L - M 877 -2284 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1351 -358 Q - P 1665 -450 Chords Tens.Comp. P - O 2071 -722 O - M 2071 -723 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 461 -1015 B - R 1666 -667 D - R 393 -1110 D - Q 581 -137 Webs Tens.Comp. Q - E 415 0 G - I 1091 -3014 J - P 991 -173 P - L 391 -638 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.267 P 919 360 VERT(CL):0.428 P 574 240 HORZ(LL):0.099 A - - HORZ(TL):0.161 A - - Creep Factor: 2.0 Max TC CSI:0.979 Max BC CSI:0.896 Max Web CSI:0.376 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T42 Ply: 1 Qty:1 SEQN:166317 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T72 DrwNo:116.21.1011.25157 AK /WHK 04/26/2021 T2 T3 B2 8'1"3'4"1220'8"6 4"4 4"4 4'1"14 3'9"10 6'3"10 2'1"12 10'2"6 3'10"12 14'4"10 4'2"4 15'7"14 1'3"4 16'2"6 6"8 20'8"6 4'6" 2"8 2"8 4'3"10 4'1"2 16'2"6 11'10"12 20'8"6 4'6"1'3'1"14"12'0"144'8"95'1"59'5" A B CD E F G H I J K L M N OPQRST 5 12 4X5 1.5X6 1.5X45X6 5X14 4X4 2X42X4 3X5 SS0508 3X5 3X6 3X5 5X5 5X5 3X4 3X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T3 2x6 SP #2; Bot chord: 2x4 SP #2; B2 2x6 SP #2; Webs: 2x4 SP #2; Loading Attic room loading from 6-1-14 to 14-2-14: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Truss designed for sleeping room only. No waterbeds permitted. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to indicate 30.00 psf MAX LL. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.27" DL: 0.20". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 1059 /-/-/374 /451 /196 M 1122 /-/-/521 /475 /- Wind reactions based on MWFRS T Brg Width = 3.5 Min Req =1.5 M Brg Width = 7.6 Min Req =1.5 Bearings T & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 564 -1405 C - F 557 -1414 D - E 150 -657 E - F 184 -474 F - G 677 -1623 G - H 1248 -330 Chords Tens.Comp. H - I 1244 -336 I - J 672 -1629 J - K 724 -2031 K - L 717 -2042 L - M 877 -2284 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1351 -358 Q - P 1665 -450 Chords Tens.Comp. P - O 2071 -722 O - M 2071 -723 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 461 -1015 B - R 1666 -667 D - R 393 -1110 D - Q 581 -137 Webs Tens.Comp. Q - E 415 0 G - I 1091 -3014 J - P 991 -173 P - L 391 -638 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.267 P 919 360 VERT(CL):0.428 P 574 240 HORZ(LL):0.099 A - - HORZ(TL):0.161 A - - Creep Factor: 2.0 Max TC CSI:0.979 Max BC CSI:0.896 Max Web CSI:0.376 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T42 Ply: 1 Qty:1 SEQN:166317 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T72 DrwNo:116.21.1011.25157 AK /WHK 04/26/2021 T2 T3 B2 8'1"3'4"1220'8"6 4"4 4"4 4'1"14 3'9"10 6'3"10 2'1"12 10'2"6 3'10"12 14'4"10 4'2"4 15'7"14 1'3"4 16'2"6 6"8 20'8"6 4'6" 2"8 2"8 4'3"10 4'1"2 16'2"6 11'10"12 20'8"6 4'6"1'3'1"14"12'0"144'8"95'1"59'5" A B CD E F G H I J K L M N OPQRST 5 12 4X5 1.5X6 1.5X45X6 5X14 4X4 2X42X4 3X5 SS0508 3X5 3X6 3X5 5X5 5X5 3X4 3X5(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T3 2x6 SP #2; Bot chord: 2x4 SP #2; B2 2x6 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Attic room loading from 6-1-14 to 14-2-14: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Truss designed for sleeping room only. No waterbeds permitted. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to indicate 30.00 psf MAX LL. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.25" DL: 0.19". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 1059 /-/-/399 /461 /237 M 1122 /-/-/539 /466 /- Wind reactions based on MWFRS T Brg Width = 3.5 Min Req =1.5 M Brg Width = 7.6 Min Req =1.5 Bearings T & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 453 -1093 C - F 441 -1115 D - E 214 -744 E - F 267 -620 F - G 635 -1528 G - H 960 -200 Chords Tens.Comp. H - I 918 -196 I - J 639 -1616 J - K 673 -1974 K - L 666 -1985 L - M 853 -2281 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1021 -208 Q - P 1629 -409 Chords Tens.Comp. P - O 2069 -701 O - M 2069 -701 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 471 -1022 B - R 1425 -590 D - R 484 -1264 D - Q 929 -275 Webs Tens.Comp. G - I 905 -2647 J - P 877 -125 P - L 421 -678 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.251 P 978 360 VERT(CL):0.407 P 604 240 HORZ(LL):-0.064 J - - HORZ(TL):0.113 J - - Creep Factor: 2.0 Max TC CSI:0.873 Max BC CSI:0.987 Max Web CSI:0.322 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T43 Ply: 1 Qty:1 SEQN:166322 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T69 DrwNo:116.21.1011.40730 AK /WHK 04/26/2021 T2 T3 B2 8'1"3'4"1220'8"6 4"4 4"4 4'1"14 3'9"10 8'3"10 4'1"12 10'2"6 1'10"12 14'4"10 4'2"4 15'7"14 1'3"4 16'2"6 6"8 20'8"6 4'6" 2"8 2"8 4'3"10 4'1"2 16'2"6 11'10"12 20'8"6 4'6"1'3'11"14"12'0"144'8"95'1"59'5" A B C D E F G H I J K L M N OPQRST 5 12 4X4 1.5X6 1.5X4 4X65X14 4X5 1.5X4 2X4 3X5(**) H05103X5(**) 3X6 3X4 5X5 5X5 3X4 3X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T3 2x6 SP #2; Bot chord: 2x4 SP #2; B2 2x6 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Attic room loading from 6-1-14 to 14-2-14: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Truss designed for sleeping room only. No waterbeds permitted. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to indicate 30.00 psf MAX LL. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.25" DL: 0.19". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 1059 /-/-/399 /461 /237 M 1122 /-/-/539 /466 /- Wind reactions based on MWFRS T Brg Width = 3.5 Min Req =1.5 M Brg Width = 7.6 Min Req =1.5 Bearings T & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 453 -1093 C - F 441 -1115 D - E 214 -744 E - F 267 -620 F - G 635 -1528 G - H 960 -200 Chords Tens.Comp. H - I 918 -196 I - J 639 -1616 J - K 673 -1974 K - L 666 -1985 L - M 853 -2281 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1021 -208 Q - P 1629 -409 Chords Tens.Comp. P - O 2069 -701 O - M 2069 -701 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 471 -1022 B - R 1425 -590 D - R 484 -1264 D - Q 929 -275 Webs Tens.Comp. G - I 905 -2647 J - P 877 -125 P - L 421 -678 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.251 P 978 360 VERT(CL):0.407 P 604 240 HORZ(LL):-0.064 J - - HORZ(TL):0.113 J - - Creep Factor: 2.0 Max TC CSI:0.873 Max BC CSI:0.987 Max Web CSI:0.322 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T43 Ply: 1 Qty:1 SEQN:166322 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T69 DrwNo:116.21.1011.40730 AK /WHK 04/26/2021 T2 T3 B2 8'1"3'4"1220'8"6 4"4 4"4 4'1"14 3'9"10 8'3"10 4'1"12 10'2"6 1'10"12 14'4"10 4'2"4 15'7"14 1'3"4 16'2"6 6"8 20'8"6 4'6" 2"8 2"8 4'3"10 4'1"2 16'2"6 11'10"12 20'8"6 4'6"1'3'11"14"12'0"144'8"95'1"59'5" A B C D E F G H I J K L M N OPQRST 5 12 4X4 1.5X6 1.5X4 4X65X14 4X5 1.5X4 2X4 3X5(**) H05103X5(**) 3X6 3X4 5X5 5X5 3X4 3X5(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 178 /-/-/147 /95 /80 D 41 /-/-/23 /-/- C 48 /-/-/26 /54 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.041 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T44 Ply: 1 Qty:1 SEQN:166202 JACK FROM: Cust: R 761 JRef:1X4V7610002 T44 DrwNo:116.21.1011.52967 AK /WHK 04/26/2021 2'6"1 2'6"11'0"6 4"1 1'4"31'8"149'5" 10'5"11 A B C D 4.84 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 178 /-/-/147 /95 /80 D 41 /-/-/23 /-/- C 48 /-/-/26 /54 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.041 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T44 Ply: 1 Qty:1 SEQN:166202 JACK FROM: Cust: R 761 JRef:1X4V7610002 T44 DrwNo:116.21.1011.52967 AK /WHK 04/26/2021 2'6"1 2'6"11'0"6 4"1 1'4"31'8"149'5" 10'5"11 A B C D 4.84 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T3 2x6 SP #2; Bot chord: 2x4 SP #2; B2 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; Loading Attic room loading from 6-1-14 to 14-2-14: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Truss designed for sleeping room only. No waterbeds permitted. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to indicate 30.00 psf MAX LL. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.26" DL: 0.19". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 1059 /-/-/418 /482 /285 I 1122 /-/-/560 /464 /- Wind reactions based on MWFRS P Brg Width = 3.5 Min Req =1.5 I Brg Width = 7.6 Min Req =1.5 Bearings P & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 401 -903 C - D 378 -897 D - E 675 -71 E - F 606 -1541 Chords Tens.Comp. F - G 608 -1833 G - H 601 -1844 H - I 847 -2279 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 866 -153 M - L 1516 -358 Chords Tens.Comp. L - K 2067 -695 K - I 2066 -695 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 488 -1021 B - N 1305 -579 Q - N 637 -1480 Q - M 984 -327 Q - R 278 -841 M - R 485 0 Webs Tens.Comp. R - S 286 -633 S - D 1319 -161 S - E 529 -2232 F - L 712 -45 L - H 493 -791 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.263 F 934 360 VERT(CL):0.419 F 586 240 HORZ(LL):-0.074 F - - HORZ(TL):0.121 F - - Creep Factor: 2.0 Max TC CSI:0.807 Max BC CSI:0.619 Max Web CSI:0.359 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T44 Ply: 1 Qty:1 SEQN:166327 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T60 DrwNo:116.21.1011.59220 AK /WHK 04/26/2021 T2 T3 B2 8'1"3'4"1220'8"6 4"4 4"4 4'3"10 3'11"6 10'2"6 5'10"12 15'7"14 5'5"8 16'2"6 6"8 20'8"6 4'6" 2"8 2"8 4'3"10 4'1"2 16'2"6 11'10"12 20'8"6 4'6"1'4'9"14"14'8"92'3"12'0"145'1"139'5" A B C D E F G H I J KLMNOP Q R S 5 124X4 1.5X6 1.5X4 4X65X12 5X6 1.5X6 2X55X6 2X5 2X6 3X4 5X5 5X5 3X4 3X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T3 2x6 SP #2; Bot chord: 2x4 SP #2; B2 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; Loading Attic room loading from 6-1-14 to 14-2-14: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Truss designed for sleeping room only. No waterbeds permitted. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to indicate 30.00 psf MAX LL. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.26" DL: 0.19". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 1059 /-/-/418 /482 /285 I 1122 /-/-/560 /464 /- Wind reactions based on MWFRS P Brg Width = 3.5 Min Req =1.5 I Brg Width = 7.6 Min Req =1.5 Bearings P & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 401 -903 C - D 378 -897 D - E 675 -71 E - F 606 -1541 Chords Tens.Comp. F - G 608 -1833 G - H 601 -1844 H - I 847 -2279 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 866 -153 M - L 1516 -358 Chords Tens.Comp. L - K 2067 -695 K - I 2066 -695 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 488 -1021 B - N 1305 -579 Q - N 637 -1480 Q - M 984 -327 Q - R 278 -841 M - R 485 0 Webs Tens.Comp. R - S 286 -633 S - D 1319 -161 S - E 529 -2232 F - L 712 -45 L - H 493 -791 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.263 F 934 360 VERT(CL):0.419 F 586 240 HORZ(LL):-0.074 F - - HORZ(TL):0.121 F - - Creep Factor: 2.0 Max TC CSI:0.807 Max BC CSI:0.619 Max Web CSI:0.359 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T44 Ply: 1 Qty:1 SEQN:166327 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T60 DrwNo:116.21.1011.59220 AK /WHK 04/26/2021 T2 T3 B2 8'1"3'4"1220'8"6 4"4 4"4 4'3"10 3'11"6 10'2"6 5'10"12 15'7"14 5'5"8 16'2"6 6"8 20'8"6 4'6" 2"8 2"8 4'3"10 4'1"2 16'2"6 11'10"12 20'8"6 4'6"1'4'9"14"14'8"92'3"12'0"145'1"139'5" A B C D E F G H I J KLMNOP Q R S 5 124X4 1.5X6 1.5X4 4X65X12 5X6 1.5X6 2X55X6 2X5 2X6 3X4 5X5 5X5 3X4 3X5(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 187 /-/-/151 /99 /87 D 46 /-/-/25 /-/- C 56 /-/-/32 /62 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.054 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T45 Ply: 1 Qty:1 SEQN:166203 JACK FROM: Cust: R 761 JRef:1X4V7610002 T45 DrwNo:116.21.1012.01100 AK /WHK 04/26/2021 2'9"5 2'9"51'0"6 4"1 1'5"81'10"39'5" 10'7" A B C D 4.84 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 187 /-/-/151 /99 /87 D 46 /-/-/25 /-/- C 56 /-/-/32 /62 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.054 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T45 Ply: 1 Qty:1 SEQN:166203 JACK FROM: Cust: R 761 JRef:1X4V7610002 T45 DrwNo:116.21.1012.01100 AK /WHK 04/26/2021 2'9"5 2'9"51'0"6 4"1 1'5"81'10"39'5" 10'7" A B C D 4.84 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x6 SP #2; Bot chord: 2x4 SP #2; B2 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; Loading Attic room loading from 7-7-0 to 15-8-0: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Truss designed for sleeping room only. No waterbeds permitted. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to indicate 30.00 psf MAX LL. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.25" DL: 0.19". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 1094 /-/-/462 /525 /337 J 1194 /-/-/602 /488 /- Wind reactions based on MWFRS Q Brg Width = 3.5 Min Req =1.5 J Brg Width = 7.6 Min Req =1.5 Bearings Q & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 450 -988 E - F 150 -393 F - G 688 -1772 Chords Tens.Comp. G - H 702 -2044 H - I 695 -2055 I - J 905 -2453 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 1739 -444 N - M 1734 -447 Chords Tens.Comp. M - L 2226 -748 L - J 2224 -748 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 541 -1046 B - O 1347 -613 C - O 582 -270 C - R 849 -1104 O - R 830 -1956 Webs Tens.Comp. R - N 1071 -114 R - S 729 -1509 S - F 741 -1534 G - M 658 -75 M - I 439 -714 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.254 G 999 360 VERT(CL):0.408 G 644 240 HORZ(LL):-0.068 G - - HORZ(TL):0.111 G - - Creep Factor: 2.0 Max TC CSI:0.734 Max BC CSI:0.665 Max Web CSI:0.635 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T45 Ply: 1 Qty:1 SEQN:166330 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T68 DrwNo:116.21.1012.23283 AK /WHK 04/26/2021 T2 B2 8'1"3'4"1222'1"8 4"4 4"4 5'8"12 5'4"8 7'5"4 1'8"8 9'6"4 2'1" 12'1"12 2'7"8 15'9"12 3'8" 17'1"3 1'3"7 17'7"8 6"5 22'1"8 4'6" 2"8 2"8 5'8"12 5'6"4 17'7"8 11'10"12 22'1"8 4'6"1'5'7"14"14'10"12'0"145'11"139'5" A B C D E F G H I J K LMNOPQ R S 512 4X4 1.5X6 3X4 8X10 1.5X45X8 3X8 1.5X45X8 3X3 2X6 3X4 4X4 5X5 3X4 4X4(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x6 SP #2; Bot chord: 2x4 SP #2; B2 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; Loading Attic room loading from 7-7-0 to 15-8-0: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Truss designed for sleeping room only. No waterbeds permitted. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to indicate 30.00 psf MAX LL. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.25" DL: 0.19". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 1094 /-/-/462 /525 /337 J 1194 /-/-/602 /488 /- Wind reactions based on MWFRS Q Brg Width = 3.5 Min Req =1.5 J Brg Width = 7.6 Min Req =1.5 Bearings Q & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 450 -988 E - F 150 -393 F - G 688 -1772 Chords Tens.Comp. G - H 702 -2044 H - I 695 -2055 I - J 905 -2453 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 1739 -444 N - M 1734 -447 Chords Tens.Comp. M - L 2226 -748 L - J 2224 -748 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 541 -1046 B - O 1347 -613 C - O 582 -270 C - R 849 -1104 O - R 830 -1956 Webs Tens.Comp. R - N 1071 -114 R - S 729 -1509 S - F 741 -1534 G - M 658 -75 M - I 439 -714 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.254 G 999 360 VERT(CL):0.408 G 644 240 HORZ(LL):-0.068 G - - HORZ(TL):0.111 G - - Creep Factor: 2.0 Max TC CSI:0.734 Max BC CSI:0.665 Max Web CSI:0.635 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T45 Ply: 1 Qty:1 SEQN:166330 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T68 DrwNo:116.21.1012.23283 AK /WHK 04/26/2021 T2 B2 8'1"3'4"1222'1"8 4"4 4"4 5'8"12 5'4"8 7'5"4 1'8"8 9'6"4 2'1" 12'1"12 2'7"8 15'9"12 3'8" 17'1"3 1'3"7 17'7"8 6"5 22'1"8 4'6" 2"8 2"8 5'8"12 5'6"4 17'7"8 11'10"12 22'1"8 4'6"1'5'7"14"14'10"12'0"145'11"139'5" A B C D E F G H I J K LMNOPQ R S 512 4X4 1.5X6 3X4 8X10 1.5X45X8 3X8 1.5X45X8 3X3 2X6 3X4 4X4 5X5 3X4 4X4(A2) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 167 /-/-/142 /89 /75 D 35 /-/-/20 /0 /- C 40 /-/-/22 /46 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.031 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T46 Ply: 1 Qty:1 SEQN:166204 JACK FROM: Cust: R 761 JRef:1X4V7610002 T46 DrwNo:116.21.1012.38283 AK /WHK 04/26/2021 2'2"8 2'2"81' 4"1 1'3"21'7"139'5" 10'4"10 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 167 /-/-/142 /89 /75 D 35 /-/-/20 /0 /- C 40 /-/-/22 /46 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.031 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T46 Ply: 1 Qty:1 SEQN:166204 JACK FROM: Cust: R 761 JRef:1X4V7610002 T46 DrwNo:116.21.1012.38283 AK /WHK 04/26/2021 2'2"8 2'2"81' 4"1 1'3"21'7"139'5" 10'4"10 A B C D 5 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x6 SP #2; Bot chord: 2x4 SP #2; B2 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; Loading Attic room loading from 7-7-0 to 15-8-0: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Truss designed for sleeping room only. No waterbeds permitted. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to indicate 30.00 psf MAX LL. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.26" DL: 0.19". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 1094 /-/-/485 /537 /386 I 1194 /-/-/611 /475 /- Wind reactions based on MWFRS P Brg Width = 3.5 Min Req =1.5 I Brg Width = 7.6 Min Req =1.5 Bearings P & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 399 -853 E - F 658 -1762 F - G 673 -2031 Chords Tens.Comp. G - H 666 -2042 H - I 873 -2453 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 386 -125 N - M 1752 -421 M - L 1721 -420 Chords Tens.Comp. L - K 2226 -718 K - I 2224 -718 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 553 -1046 B - N 1252 -585 C - N 758 -325 C - Q 820 -1177 N - Q 977 -2182 Webs Tens.Comp. Q - M 1082 -107 Q - E 943 -1647 F - L 654 -75 L - H 434 -731 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.263 F 999 360 VERT(CL):0.420 F 625 240 HORZ(LL):-0.071 F - - HORZ(TL):0.116 F - - Creep Factor: 2.0 Max TC CSI:0.738 Max BC CSI:0.665 Max Web CSI:0.713 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T46 Ply: 1 Qty:1 SEQN:166334 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T74 DrwNo:116.21.1012.42753 AK /WHK 04/26/2021 T2 B2 8'1"3'4"1222'1"8 4"4 4"4 5'8"12 5'4"8 7'7" 1'10"4 12'1"12 4'6"12 17'1"3 4'11"7 17'7"8 6"5 22'1"8 4'6" 2"8 2"8 5'8"12 5'6"4 17'7"8 11'10"12 22'1"8 4'6"1'6'5"14"1 6'4"125'8"12'0"146'9"139'5" A B C D E F G H I J KLMNOP Q 512 4X4 1.5X6 3X4 8X10 5X8 3X8 5X5 3X4 2X6 3X4 4X4 5X5 3X4 4X4(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x6 SP #2; Bot chord: 2x4 SP #2; B2 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; Loading Attic room loading from 7-7-0 to 15-8-0: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Truss designed for sleeping room only. No waterbeds permitted. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to indicate 30.00 psf MAX LL. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.26" DL: 0.19". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 1094 /-/-/485 /537 /386 I 1194 /-/-/611 /475 /- Wind reactions based on MWFRS P Brg Width = 3.5 Min Req =1.5 I Brg Width = 7.6 Min Req =1.5 Bearings P & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 399 -853 E - F 658 -1762 F - G 673 -2031 Chords Tens.Comp. G - H 666 -2042 H - I 873 -2453 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 386 -125 N - M 1752 -421 M - L 1721 -420 Chords Tens.Comp. L - K 2226 -718 K - I 2224 -718 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 553 -1046 B - N 1252 -585 C - N 758 -325 C - Q 820 -1177 N - Q 977 -2182 Webs Tens.Comp. Q - M 1082 -107 Q - E 943 -1647 F - L 654 -75 L - H 434 -731 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.263 F 999 360 VERT(CL):0.420 F 625 240 HORZ(LL):-0.071 F - - HORZ(TL):0.116 F - - Creep Factor: 2.0 Max TC CSI:0.738 Max BC CSI:0.665 Max Web CSI:0.713 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T46 Ply: 1 Qty:1 SEQN:166334 HIPM FROM: Cust: R 761 JRef:1X4V7610002 T74 DrwNo:116.21.1012.42753 AK /WHK 04/26/2021 T2 B2 8'1"3'4"1222'1"8 4"4 4"4 5'8"12 5'4"8 7'7" 1'10"4 12'1"12 4'6"12 17'1"3 4'11"7 17'7"8 6"5 22'1"8 4'6" 2"8 2"8 5'8"12 5'6"4 17'7"8 11'10"12 22'1"8 4'6"1'6'5"14"1 6'4"125'8"12'0"146'9"139'5" A B C D E F G H I J KLMNOP Q 512 4X4 1.5X6 3X4 8X10 5X8 3X8 5X5 3X4 2X6 3X4 4X4 5X5 3X4 4X4(A2) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 167 /-/-/142 /89 /75 D 35 /-/-/20 /0 /- C 40 /-/-/22 /46 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.031 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T47 Ply: 1 Qty:1 SEQN:166205 JACK FROM: Cust: R 761 JRef:1X4V7610002 T47 DrwNo:116.21.1012.45220 AK /WHK 04/26/2021 2'2"8 2'2"81' 4"1 1'3"21'7"139'5" 10'4"10 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 167 /-/-/142 /89 /75 D 35 /-/-/20 /0 /- C 40 /-/-/22 /46 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.031 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T47 Ply: 1 Qty:1 SEQN:166205 JACK FROM: Cust: R 761 JRef:1X4V7610002 T47 DrwNo:116.21.1012.45220 AK /WHK 04/26/2021 2'2"8 2'2"81' 4"1 1'3"21'7"139'5" 10'4"10 A B C D 5 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 2.50 TC: From 28 plf at 2.50 to 28 plf at 8.17 TC: From 55 plf at 8.17 to 55 plf at 11.67 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.53 BC: From 10 plf at 2.53 to 10 plf at 8.14 BC: From 20 plf at 8.14 to 20 plf at 10.67 BC: From 4 plf at 10.67 to 4 plf at 11.67 TC: 77 lb Conc. Load at 2.53, 8.14 TC: 49 lb Conc. Load at 4.56, 6.10 BC: 98 lb Conc. Load at 2.53, 8.14 BC: 41 lb Conc. Load at 4.56, 6.10 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 619 /-/-/-/354 /- F 619 /-/-/-/354 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 F Brg Width = 7.6 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 555 -1050 C - D 693 -1288 Chords Tens.Comp. D - E 693 -1288 E - F 555 -1050 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 942 -489 J - I 957 -485 Chords Tens.Comp. I - H 957 -485 H - F 942 -489 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.035 D 999 360 VERT(CL):0.063 D 999 240 HORZ(LL):0.008 H - - HORZ(TL):0.015 H - - Creep Factor: 2.0 Max TC CSI:0.182 Max BC CSI:0.301 Max Web CSI:0.080 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T47 Ply: 1 Qty:1 SEQN:166238 HIPS FROM: Cust: R 761 JRef:1X4V7610002 T81 DrwNo:116.21.1012.47873 AK /WHK 04/26/2021 10'8" 2'6" 2'6" 5'4" 2'10" 8'2" 2'10" 10'8" 2'6" 2'7"12 2'7"12 5'4" 2'8"4 8'0"4 2'8"4 10'8" 2'7"121'1' 4"11'4"91'9"512'9"A B C D E F G HIJ 5 12 2X4(A1) 4X7 1.5X4 1.5X4 3X8 1.5X4 4X7 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 2.50 TC: From 28 plf at 2.50 to 28 plf at 8.17 TC: From 55 plf at 8.17 to 55 plf at 11.67 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.53 BC: From 10 plf at 2.53 to 10 plf at 8.14 BC: From 20 plf at 8.14 to 20 plf at 10.67 BC: From 4 plf at 10.67 to 4 plf at 11.67 TC: 77 lb Conc. Load at 2.53, 8.14 TC: 49 lb Conc. Load at 4.56, 6.10 BC: 98 lb Conc. Load at 2.53, 8.14 BC: 41 lb Conc. Load at 4.56, 6.10 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 619 /-/-/-/354 /- F 619 /-/-/-/354 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 F Brg Width = 7.6 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 555 -1050 C - D 693 -1288 Chords Tens.Comp. D - E 693 -1288 E - F 555 -1050 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 942 -489 J - I 957 -485 Chords Tens.Comp. I - H 957 -485 H - F 942 -489 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.035 D 999 360 VERT(CL):0.063 D 999 240 HORZ(LL):0.008 H - - HORZ(TL):0.015 H - - Creep Factor: 2.0 Max TC CSI:0.182 Max BC CSI:0.301 Max Web CSI:0.080 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T47 Ply: 1 Qty:1 SEQN:166238 HIPS FROM: Cust: R 761 JRef:1X4V7610002 T81 DrwNo:116.21.1012.47873 AK /WHK 04/26/2021 10'8" 2'6" 2'6" 5'4" 2'10" 8'2" 2'10" 10'8" 2'6" 2'7"12 2'7"12 5'4" 2'8"4 8'0"4 2'8"4 10'8" 2'7"121'1' 4"11'4"91'9"512'9"A B C D E F G HIJ 5 12 2X4(A1) 4X7 1.5X4 1.5X4 3X8 1.5X4 4X7 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 187 /-/-/151 /99 /87 D 46 /-/-/25 /-/- C 56 /-/-/32 /62 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.054 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T48 Ply: 1 Qty:1 SEQN:166206 JACK FROM: Cust: R 761 JRef:1X4V7610002 T48 DrwNo:116.21.1012.49667 AK /WHK 04/26/2021 2'9"5 2'9"51'0"6 4"1 1'5"81'10"39'5" 10'7" A B C D 4.84 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 187 /-/-/151 /99 /87 D 46 /-/-/25 /-/- C 56 /-/-/32 /62 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.054 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T48 Ply: 1 Qty:1 SEQN:166206 JACK FROM: Cust: R 761 JRef:1X4V7610002 T48 DrwNo:116.21.1012.49667 AK /WHK 04/26/2021 2'9"5 2'9"51'0"6 4"1 1'5"81'10"39'5" 10'7" A B C D 4.84 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 465 /-/-/292 /275 /92 E 396 /-/-/224 /228 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 E Brg Width = -Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 364 -617 C - D 377 -563 Chords Tens.Comp. D - E 367 -621 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 532 -267 Chords Tens.Comp. F - E 539 -272 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.011 F 999 360 VERT(CL):0.021 F 999 240 HORZ(LL):0.004 F - - HORZ(TL):0.008 F - - Creep Factor: 2.0 Max TC CSI:0.199 Max BC CSI:0.271 Max Web CSI:0.028 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T48 Ply: 1 Qty:1 SEQN:166226 HIPS FROM: Cust: R 761 JRef:1X4V7610002 T80 DrwNo:116.21.1012.51957 AK /WHK 04/26/2021 10'8" 4'6" 4'6" 6'2" 1'8" 10'8" 4'6" 5'4" 5'4" 10'8" 5'4"1' 4"12'2"92'7"512'9"A B C D E F 5 12 2X4(A1) 4X4 5X5 4X4 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 465 /-/-/292 /275 /92 E 396 /-/-/224 /228 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 E Brg Width = -Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 364 -617 C - D 377 -563 Chords Tens.Comp. D - E 367 -621 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 532 -267 Chords Tens.Comp. F - E 539 -272 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.011 F 999 360 VERT(CL):0.021 F 999 240 HORZ(LL):0.004 F - - HORZ(TL):0.008 F - - Creep Factor: 2.0 Max TC CSI:0.199 Max BC CSI:0.271 Max Web CSI:0.028 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T48 Ply: 1 Qty:1 SEQN:166226 HIPS FROM: Cust: R 761 JRef:1X4V7610002 T80 DrwNo:116.21.1012.51957 AK /WHK 04/26/2021 10'8" 4'6" 4'6" 6'2" 1'8" 10'8" 4'6" 5'4" 5'4" 10'8" 5'4"1' 4"12'2"92'7"512'9"A B C D E F 5 12 2X4(A1) 4X4 5X5 4X4 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 178 /-/-/147 /95 /80 D 41 /-/-/23 /-/- C 48 /-/-/26 /54 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.041 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T49 Ply: 1 Qty:1 SEQN:166207 JACK FROM: Cust: R 761 JRef:1X4V7610002 T49 DrwNo:116.21.1012.57113 AK /WHK 04/26/2021 2'6"1 2'6"11'0"6 4"1 1'4"31'8"149'5" 10'5"11 A B C D 4.84 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 178 /-/-/147 /95 /80 D 41 /-/-/23 /-/- C 48 /-/-/26 /54 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.041 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T49 Ply: 1 Qty:1 SEQN:166207 JACK FROM: Cust: R 761 JRef:1X4V7610002 T49 DrwNo:116.21.1012.57113 AK /WHK 04/26/2021 2'6"1 2'6"11'0"6 4"1 1'4"31'8"149'5" 10'5"11 A B C D 4.84 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 4.26 TC: From 105 plf at 4.26 to 105 plf at 9.33 TC: From 78 plf at 9.33 to 78 plf at 15.14 TC: From 105 plf at 15.14 to 105 plf at 15.17 TC: From 55 plf at 15.17 to 55 plf at 19.67 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.73 BC: From 10 plf at 10.73 to 10 plf at 15.14 BC: From 20 plf at 15.14 to 20 plf at 18.67 BC: From 4 plf at 18.67 to 4 plf at 19.67 TC: 167 lb Conc. Load at 15.14 PLT: 118 lb Conc. Load at (10.73,14.51) PLT: 77 lb Conc. Load at (11.10,14.51), (13.10,14.51) BC: 164 lb Conc. Load at 10.73 BC: 60 lb Conc. Load at 11.10,13.10 BC: 100 lb Conc. Load at 15.14 Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. See DWGS A18030ENC101014 & GBLLETIN0118 for more requirements. ++ This member shall be braced with properly attached purlins or trusses at 24" o.c. ++ Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1219 /-/-/-/798 /- L 1467 /-/-/-/927 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 L Brg Width = 7.6 Min Req =1.7 Bearings B & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1598 -2454 C - D 1152 -1790 D - E 1125 -1764 E - F 1147 -1784 F - G 1120 -1755 Chords Tens.Comp. G - H 1106 -1736 H - I 1144 -1787 I - J 1114 -1751 J - K 1211 -1848 K - L 1899 -3031 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 2224 -1439 R - Q 2224 -1432 Q - P 2397 -1586 Chords Tens.Comp. P - O 2907 -1802 O - N 2758 -1706 N - L 2752 -1715 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 532 -764 S - T 538 -771 T - P 386 -474 P - X 633 -1058 Webs Tens.Comp. G - V 1082 -630 V - P 947 -523 X - Y 773 -1318 Y - K 768 -1313 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.114 H 999 360 VERT(CL):0.196 H 999 240 HORZ(LL):0.043 N - - HORZ(TL):0.075 N - - Creep Factor: 2.0 Max TC CSI:0.498 Max BC CSI:0.942 Max Web CSI:0.244 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T49 Ply: 1 Qty:1 SEQN:166243 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T70 DrwNo:116.21.1016.28850 AK /WHK 04/26/2021 18'8" 5'4"2'8" (TYP) 4'3"2 4'3"2 6'8" 2'4"14 9'4" 2'8" 12' 2'8" 15'1"5 3'1"5 18'8" 3'6"11 3'7"12 3'7"12 6'4"2 2'8"6 9'4" 2'11"14 12'3"14 2'11"14 15'0"4 2'8"6 18'8" 3'7"121'1' 4"14'2"124'7"712'9"A B C D E F G H I J K L M NOPQR S T V X Y 5 12 4X4(A2) 5X8 3X4 3X8 4X4 3X85X8 3X8 3X4 5X8 4X5(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 4.26 TC: From 105 plf at 4.26 to 105 plf at 9.33 TC: From 78 plf at 9.33 to 78 plf at 15.14 TC: From 105 plf at 15.14 to 105 plf at 15.17 TC: From 55 plf at 15.17 to 55 plf at 19.67 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.73 BC: From 10 plf at 10.73 to 10 plf at 15.14 BC: From 20 plf at 15.14 to 20 plf at 18.67 BC: From 4 plf at 18.67 to 4 plf at 19.67 TC: 167 lb Conc. Load at 15.14 PLT: 118 lb Conc. Load at (10.73,14.51) PLT: 77 lb Conc. Load at (11.10,14.51), (13.10,14.51) BC: 164 lb Conc. Load at 10.73 BC: 60 lb Conc. Load at 11.10,13.10 BC: 100 lb Conc. Load at 15.14 Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. See DWGS A18030ENC101014 & GBLLETIN0118 for more requirements. ++ This member shall be braced with properly attached purlins or trusses at 24" o.c. ++ Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1219 /-/-/-/798 /- L 1467 /-/-/-/927 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 L Brg Width = 7.6 Min Req =1.7 Bearings B & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1598 -2454 C - D 1152 -1790 D - E 1125 -1764 E - F 1147 -1784 F - G 1120 -1755 Chords Tens.Comp. G - H 1106 -1736 H - I 1144 -1787 I - J 1114 -1751 J - K 1211 -1848 K - L 1899 -3031 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 2224 -1439 R - Q 2224 -1432 Q - P 2397 -1586 Chords Tens.Comp. P - O 2907 -1802 O - N 2758 -1706 N - L 2752 -1715 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 532 -764 S - T 538 -771 T - P 386 -474 P - X 633 -1058 Webs Tens.Comp. G - V 1082 -630 V - P 947 -523 X - Y 773 -1318 Y - K 768 -1313 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.114 H 999 360 VERT(CL):0.196 H 999 240 HORZ(LL):0.043 N - - HORZ(TL):0.075 N - - Creep Factor: 2.0 Max TC CSI:0.498 Max BC CSI:0.942 Max Web CSI:0.244 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T49 Ply: 1 Qty:1 SEQN:166243 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T70 DrwNo:116.21.1016.28850 AK /WHK 04/26/2021 18'8" 5'4"2'8" (TYP) 4'3"2 4'3"2 6'8" 2'4"14 9'4" 2'8" 12' 2'8" 15'1"5 3'1"5 18'8" 3'6"11 3'7"12 3'7"12 6'4"2 2'8"6 9'4" 2'11"14 12'3"14 2'11"14 15'0"4 2'8"6 18'8" 3'7"121'1' 4"14'2"124'7"712'9"A B C D E F G H I J K L M NOPQR S T V X Y 5 12 4X4(A2) 5X8 3X4 3X8 4X4 3X85X8 3X8 3X4 5X8 4X5(A2) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 761 /-/-/452 /446 /182 F 761 /-/-/452 /446 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 F Brg Width = 7.6 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 802 -1288 C - D 587 -974 Chords Tens.Comp. D - E 587 -974 E - F 802 -1288 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1154 -646 Chords Tens.Comp. H - F 1154 -646 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - H 513 -220 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.045 H 999 360 VERT(CL):0.082 H 999 240 HORZ(LL):0.018 H - - HORZ(TL):0.033 H - - Creep Factor: 2.0 Max TC CSI:0.267 Max BC CSI:0.781 Max Web CSI:0.138 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T50 Ply: 1 Qty:1 SEQN:166246 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T79 DrwNo:116.21.1016.32890 AK /WHK 04/26/2021 18'8" 4'11"14 4'11"14 9'4" 4'4"2 13'8"2 4'4"2 18'8" 4'11"14 9'4" 9'4" 18'8" 9'4"1'1' 4"14'2"124'7"712'9"A B C D E F G H 5 12 2X5(A1) 1.5X4 4X4 5X8 1.5X4 2X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 761 /-/-/452 /446 /182 F 761 /-/-/452 /446 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 F Brg Width = 7.6 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 802 -1288 C - D 587 -974 Chords Tens.Comp. D - E 587 -974 E - F 802 -1288 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1154 -646 Chords Tens.Comp. H - F 1154 -646 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - H 513 -220 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.045 H 999 360 VERT(CL):0.082 H 999 240 HORZ(LL):0.018 H - - HORZ(TL):0.033 H - - Creep Factor: 2.0 Max TC CSI:0.267 Max BC CSI:0.781 Max Web CSI:0.138 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:T50 Ply: 1 Qty:1 SEQN:166246 SPEC FROM: Cust: R 761 JRef:1X4V7610002 T79 DrwNo:116.21.1016.32890 AK /WHK 04/26/2021 18'8" 4'11"14 4'11"14 9'4" 4'4"2 13'8"2 4'4"2 18'8" 4'11"14 9'4" 9'4" 18'8" 9'4"1'1' 4"14'2"124'7"712'9"A B C D E F G H 5 12 2X5(A1) 1.5X4 4X4 5X8 1.5X4 2X5(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*75 /-/-/31 /25 /5 Wind reactions based on MWFRS D Brg Width = 46.8 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.72 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 999 360 VERT(CL):0.008 999 240 HORZ(LL):-0.001 - - HORZ(TL):0.003 - - Creep Factor: 2.0 Max TC CSI:0.061 Max BC CSI:0.094 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:V1 Ply: 1 Qty:2 SEQN:166182 VAL FROM: Cust: R 761 JRef:1X4V7610002 T75 DrwNo:116.21.1016.34810 AK /WHK 04/26/2021 3'10"13 1'11"6 1'11"6 3'10"13 1'11"6 3'10"13 3'10"13 0"410"16'1"12 A B C D 5 12 3X4(D1) 3X4 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*75 /-/-/31 /25 /5 Wind reactions based on MWFRS D Brg Width = 46.8 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.72 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 999 360 VERT(CL):0.008 999 240 HORZ(LL):-0.001 - - HORZ(TL):0.003 - - Creep Factor: 2.0 Max TC CSI:0.061 Max BC CSI:0.094 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:V1 Ply: 1 Qty:2 SEQN:166182 VAL FROM: Cust: R 761 JRef:1X4V7610002 T75 DrwNo:116.21.1016.34810 AK /WHK 04/26/2021 3'10"13 1'11"6 1'11"6 3'10"13 1'11"6 3'10"13 3'10"13 0"410"16'1"12 A B C D 5 12 3X4(D1) 3X4 3X4(D1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*75 /-/-/34 /36 /6 Wind reactions based on MWFRS E Brg Width = 94.8 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.30 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.008 D 999 360 VERT(CL):0.014 D 999 240 HORZ(LL):0.003 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.152 Max BC CSI:0.150 Max Web CSI:0.038 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:V2 Ply: 1 Qty:2 SEQN:166183 VAL FROM: Cust: R 761 JRef:1X4V7610002 T84 DrwNo:116.21.1016.36537 AK /WHK 04/26/2021 7'10"13 3'11"6 3'11"6 7'10"13 3'11"6 3'11"6 3'11"6 7'10"13 3'11"6 0"41'8"15'3"12 A B C D E 5 12 3X4(D1) 4X4 1.5X4 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*75 /-/-/34 /36 /6 Wind reactions based on MWFRS E Brg Width = 94.8 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.30 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.008 D 999 360 VERT(CL):0.014 D 999 240 HORZ(LL):0.003 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.152 Max BC CSI:0.150 Max Web CSI:0.038 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:V2 Ply: 1 Qty:2 SEQN:166183 VAL FROM: Cust: R 761 JRef:1X4V7610002 T84 DrwNo:116.21.1016.36537 AK /WHK 04/26/2021 7'10"13 3'11"6 3'11"6 7'10"13 3'11"6 3'11"6 3'11"6 7'10"13 3'11"6 0"41'8"15'3"12 A B C D E 5 12 3X4(D1) 4X4 1.5X4 3X4(D1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*75 /-/-/35 /39 /7 Wind reactions based on MWFRS E Brg Width = 142 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 465 -286 Chords Tens.Comp. B - C 465 -286 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 335 -385 Chords Tens.Comp. D - C 335 -385 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 444 -571 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.88 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.032 D 999 360 VERT(CL):0.052 D 999 240 HORZ(LL):0.011 D - - HORZ(TL):0.018 D - - Creep Factor: 2.0 Max TC CSI:0.420 Max BC CSI:0.373 Max Web CSI:0.078 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:V3 Ply: 1 Qty:1 SEQN:166184 VAL FROM: Cust: R 761 JRef:1X4V7610002 T85 DrwNo:116.21.1016.38190 AK /WHK 04/26/2021 11'10"13 5'11"6 5'11"6 11'10"13 5'11"6 5'11"6 5'11"6 11'10"13 5'11"6 0"42'6"14'5"12 A B C D E 5 12 3X4(D1) 4X4 1.5X4 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*75 /-/-/35 /39 /7 Wind reactions based on MWFRS E Brg Width = 142 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 465 -286 Chords Tens.Comp. B - C 465 -286 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 335 -385 Chords Tens.Comp. D - C 335 -385 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 444 -571 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.88 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.032 D 999 360 VERT(CL):0.052 D 999 240 HORZ(LL):0.011 D - - HORZ(TL):0.018 D - - Creep Factor: 2.0 Max TC CSI:0.420 Max BC CSI:0.373 Max Web CSI:0.078 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:V3 Ply: 1 Qty:1 SEQN:166184 VAL FROM: Cust: R 761 JRef:1X4V7610002 T85 DrwNo:116.21.1016.38190 AK /WHK 04/26/2021 11'10"13 5'11"6 5'11"6 11'10"13 5'11"6 5'11"6 5'11"6 11'10"13 5'11"6 0"42'6"14'5"12 A B C D E 5 12 3X4(D1) 4X4 1.5X4 3X4(D1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*75 /-/-/35 /40 /7 Wind reactions based on MWFRS E Brg Width = 190 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 830 -552 Chords Tens.Comp. B - C 830 -552 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 606 -705 Chords Tens.Comp. D - C 606 -705 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 729 -931 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.47 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.078 D 999 360 VERT(CL):0.127 D 999 240 HORZ(LL):0.027 D - - HORZ(TL):0.043 D - - Creep Factor: 2.0 Max TC CSI:0.813 Max BC CSI:0.674 Max Web CSI:0.166 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:V4 Ply: 1 Qty:1 SEQN:166185 VAL FROM: Cust: R 761 JRef:1X4V7610002 T86 DrwNo:116.21.1016.42890 AK /WHK 04/26/2021 15'10"13 7'11"6 7'11"6 15'10"13 7'11"6 7'11"6 7'11"6 15'10"13 7'11"6 0"43'4"13'7"12 A B C D E 5 12 3X4(D1) 4X4 1.5X6 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*75 /-/-/35 /40 /7 Wind reactions based on MWFRS E Brg Width = 190 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 830 -552 Chords Tens.Comp. B - C 830 -552 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 606 -705 Chords Tens.Comp. D - C 606 -705 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 729 -931 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.47 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.078 D 999 360 VERT(CL):0.127 D 999 240 HORZ(LL):0.027 D - - HORZ(TL):0.043 D - - Creep Factor: 2.0 Max TC CSI:0.813 Max BC CSI:0.674 Max Web CSI:0.166 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:V4 Ply: 1 Qty:1 SEQN:166185 VAL FROM: Cust: R 761 JRef:1X4V7610002 T86 DrwNo:116.21.1016.42890 AK /WHK 04/26/2021 15'10"13 7'11"6 7'11"6 15'10"13 7'11"6 7'11"6 7'11"6 15'10"13 7'11"6 0"43'4"13'7"12 A B C D E 5 12 3X4(D1) 4X4 1.5X6 3X4(D1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*75 /-/-/37 /44 /8 Wind reactions based on MWFRS E Brg Width = 221 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 388 -342 Webs Tens.Comp. F - D 388 -342 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.06 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 F 999 360 VERT(CL):0.002 C 999 240 HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.416 Max BC CSI:0.249 Max Web CSI:0.071 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:V5 Ply: 1 Qty:1 SEQN:166187 VAL FROM: Cust: R 761 JRef:1X4V7610002 T89 DrwNo:116.21.1016.44443 AK /WHK 04/26/2021 18'5"5 3'2"10 6' (TYP) 9'2"10 9'2"10 18'5"5 9'2"10 18'5"5 18'5"5 3"144'2"12'9"12 A B C D E FGH 5 12 2X4(A1) 1.5X4 1.5X4 4X4 5X5 1.5X4 1.5X4 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*75 /-/-/37 /44 /8 Wind reactions based on MWFRS E Brg Width = 221 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 388 -342 Webs Tens.Comp. F - D 388 -342 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.06 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 F 999 360 VERT(CL):0.002 C 999 240 HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.416 Max BC CSI:0.249 Max Web CSI:0.071 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:V5 Ply: 1 Qty:1 SEQN:166187 VAL FROM: Cust: R 761 JRef:1X4V7610002 T89 DrwNo:116.21.1016.44443 AK /WHK 04/26/2021 18'5"5 3'2"10 6' (TYP) 9'2"10 9'2"10 18'5"5 9'2"10 18'5"5 18'5"5 3"144'2"12'9"12 A B C D E FGH 5 12 2X4(A1) 1.5X4 1.5X4 4X4 5X5 1.5X4 1.5X4 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H*82 /-/-/38 /48 /10 Wind reactions based on MWFRS H Brg Width = 221 Min Req =- Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - C 387 -338 Webs Tens.Comp. E - I 387 -338 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.001 E 999 360 VERT(CL):0.002 D 999 240 HORZ(LL):-0.002 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.419 Max BC CSI:0.261 Max Web CSI:0.098 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:V6 Ply: 1 Qty:1 SEQN:166177 VAL FROM: Cust: R 761 JRef:1X4V7610002 T91 DrwNo:116.21.1016.46503 AK /WHK 04/26/2021 18'5"5 3'2"10 3'2"10 9'2"10 6' 15'2"10 6' 18'5"5 3'2"10 3'0"14 3'0"14 9'2"10 6'1"12 15'4"6 6'1"12 18'5"5 3'0"141'0"12 1'0"12 1'1"145'11'11"12 A B C D E F G H IJK L 5 12 4X4 1.5X4 3X4 1.5X4 4X4 5X5 1.5X4 3X4 4X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H*82 /-/-/38 /48 /10 Wind reactions based on MWFRS H Brg Width = 221 Min Req =- Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - C 387 -338 Webs Tens.Comp. E - I 387 -338 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.001 E 999 360 VERT(CL):0.002 D 999 240 HORZ(LL):-0.002 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.419 Max BC CSI:0.261 Max Web CSI:0.098 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:V6 Ply: 1 Qty:1 SEQN:166177 VAL FROM: Cust: R 761 JRef:1X4V7610002 T91 DrwNo:116.21.1016.46503 AK /WHK 04/26/2021 18'5"5 3'2"10 3'2"10 9'2"10 6' 15'2"10 6' 18'5"5 3'2"10 3'0"14 3'0"14 9'2"10 6'1"12 15'4"6 6'1"12 18'5"5 3'0"141'0"12 1'0"12 1'1"145'11'11"12 A B C D E F G H IJK L 5 12 4X4 1.5X4 3X4 1.5X4 4X4 5X5 1.5X4 3X4 4X4 1.5X4 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H*82 /-/-/38 /48 /10 Wind reactions based on MWFRS H Brg Width = 221 Min Req =- Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - C 385 -337 Webs Tens.Comp. E - I 385 -337 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.002 E 999 360 VERT(CL):0.002 D 999 240 HORZ(LL):-0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.419 Max BC CSI:0.261 Max Web CSI:0.137 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:V7 Ply: 1 Qty:1 SEQN:166174 VAL FROM: Cust: R 761 JRef:1X4V7610002 T90 DrwNo:116.21.1016.48300 AK /WHK 04/26/2021 18'5"5 3'2"10 3'2"10 9'2"10 6' 15'2"10 6' 18'5"5 3'2"10 3'0"14 3'0"14 9'2"10 6'1"12 15'4"6 6'1"12 18'5"5 3'0"141'0"12 1'0"121'11"145'10"11'1"12 A B C D E F G H IJK L 5 12 4X4 1.5X4 3X4 1.5X4 4X4 5X5 1.5X4 3X4 4X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H*82 /-/-/38 /48 /10 Wind reactions based on MWFRS H Brg Width = 221 Min Req =- Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - C 385 -337 Webs Tens.Comp. E - I 385 -337 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.002 E 999 360 VERT(CL):0.002 D 999 240 HORZ(LL):-0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.419 Max BC CSI:0.261 Max Web CSI:0.137 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:V7 Ply: 1 Qty:1 SEQN:166174 VAL FROM: Cust: R 761 JRef:1X4V7610002 T90 DrwNo:116.21.1016.48300 AK /WHK 04/26/2021 18'5"5 3'2"10 3'2"10 9'2"10 6' 15'2"10 6' 18'5"5 3'2"10 3'0"14 3'0"14 9'2"10 6'1"12 15'4"6 6'1"12 18'5"5 3'0"141'0"12 1'0"121'11"145'10"11'1"12 A B C D E F G H IJK L 5 12 4X4 1.5X4 3X4 1.5X4 4X4 5X5 1.5X4 3X4 4X4 1.5X4 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H*82 /-/-/38 /48 /10 Wind reactions based on MWFRS H Brg Width = 221 Min Req =- Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - C 384 -335 Webs Tens.Comp. E - I 384 -335 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.002 E 999 360 VERT(CL):0.003 D 999 240 HORZ(LL):-0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.419 Max BC CSI:0.261 Max Web CSI:0.185 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:V8 Ply: 1 Qty:1 SEQN:166181 VAL FROM: Cust: R 761 JRef:1X4V7610002 T88 DrwNo:116.21.1016.49883 AK /WHK 04/26/2021 18'5"5 3'2"10 3'2"10 9'2"10 6' 15'2"10 6' 18'5"5 3'2"10 3'0"14 3'0"14 9'2"10 6'1"12 15'4"6 6'1"12 18'5"5 3'0"141'0"12 1'0"122'9"146'8"10'3"12 A B C D E F G H IJK L 5 12 4X4 1.5X4 3X4 1.5X4 4X4 5X5 1.5X4 3X4 4X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H*82 /-/-/38 /48 /10 Wind reactions based on MWFRS H Brg Width = 221 Min Req =- Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - C 384 -335 Webs Tens.Comp. E - I 384 -335 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.002 E 999 360 VERT(CL):0.003 D 999 240 HORZ(LL):-0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.419 Max BC CSI:0.261 Max Web CSI:0.185 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:V8 Ply: 1 Qty:1 SEQN:166181 VAL FROM: Cust: R 761 JRef:1X4V7610002 T88 DrwNo:116.21.1016.49883 AK /WHK 04/26/2021 18'5"5 3'2"10 3'2"10 9'2"10 6' 15'2"10 6' 18'5"5 3'2"10 3'0"14 3'0"14 9'2"10 6'1"12 15'4"6 6'1"12 18'5"5 3'0"141'0"12 1'0"122'9"146'8"10'3"12 A B C D E F G H IJK L 5 12 4X4 1.5X4 3X4 1.5X4 4X4 5X5 1.5X4 3X4 4X4 1.5X4 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 331 /-/-/245 /159 /194 D 125 /-/-/73 /4 /- C 168 /-/-/109 /179 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.017 D - - HORZ(TL):0.028 D - - Creep Factor: 2.0 Max TC CSI:0.640 Max BC CSI:0.483 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:J1 Ply: 1 Qty:15 SEQN:166201 EJAC FROM: Cust: R 761 JRef:1X4V7610002 T16 DrwNo:116.21.1016.51480 AK /WHK 04/26/2021 6'11"4 6'11"41' 4"1 3'2"123'7"89'5" 12'4"4 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 331 /-/-/245 /159 /194 D 125 /-/-/73 /4 /- C 168 /-/-/109 /179 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.017 D - - HORZ(TL):0.028 D - - Creep Factor: 2.0 Max TC CSI:0.640 Max BC CSI:0.483 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:J1 Ply: 1 Qty:15 SEQN:166201 EJAC FROM: Cust: R 761 JRef:1X4V7610002 T16 DrwNo:116.21.1016.51480 AK /WHK 04/26/2021 6'11"4 6'11"41' 4"1 3'2"123'7"89'5" 12'4"4 A B C D 5 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 152 /-/-/136 /84 /59 D 23 /-/-/14 /5 /- C 18 /-/-/16 /25 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.015 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:J2 Ply: 1 Qty:1 SEQN:166200 EJAC FROM: Cust: R 761 JRef:1X4V7610002 T19 DrwNo:116.21.1016.52983 AK /WHK 04/26/2021 1'7"4 1'7"41' 4"1 1'0"11'4"139'5" 10'1"9 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 152 /-/-/136 /84 /59 D 23 /-/-/14 /5 /- C 18 /-/-/16 /25 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.015 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:J2 Ply: 1 Qty:1 SEQN:166200 EJAC FROM: Cust: R 761 JRef:1X4V7610002 T19 DrwNo:116.21.1016.52983 AK /WHK 04/26/2021 1'7"4 1'7"41' 4"1 1'0"11'4"139'5" 10'1"9 A B C D 5 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 259 /-/-/198 /127 /144 D 87 /-/-/50 /2 /- C 116 /-/-/75 /124 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.006 D - - HORZ(TL):0.009 D - - Creep Factor: 2.0 Max TC CSI:0.286 Max BC CSI:0.222 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:J3 Ply: 1 Qty:10 SEQN:166192 EJAC FROM: Cust: R 761 JRef:1X4V7610002 T29 DrwNo:116.21.1016.54387 AK /WHK 04/26/2021 4'11"4 4'11"41' 4"1 2'4"122'9"89'5" 11'6"4 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 259 /-/-/198 /127 /144 D 87 /-/-/50 /2 /- C 116 /-/-/75 /124 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.006 D - - HORZ(TL):0.009 D - - Creep Factor: 2.0 Max TC CSI:0.286 Max BC CSI:0.222 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:J3 Ply: 1 Qty:10 SEQN:166192 EJAC FROM: Cust: R 761 JRef:1X4V7610002 T29 DrwNo:116.21.1016.54387 AK /WHK 04/26/2021 4'11"4 4'11"41' 4"1 2'4"122'9"89'5" 11'6"4 A B C D 5 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 262 /-/-/200 /128 /146 D 89 /-/-/51 /2 /- C 118 /-/-/76 /127 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.006 D - - HORZ(TL):0.010 D - - Creep Factor: 2.0 Max TC CSI:0.298 Max BC CSI:0.230 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:J4 Ply: 1 Qty:7 SEQN:166197 EJAC FROM: Cust: R 761 JRef:1X4V7610002 T58 DrwNo:116.21.1016.55660 AK /WHK 04/26/2021 5'0"4 5'0"41' 4"1 2'5"32'9"149'5" 11'6"11 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 262 /-/-/200 /128 /146 D 89 /-/-/51 /2 /- C 118 /-/-/76 /127 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.006 D - - HORZ(TL):0.010 D - - Creep Factor: 2.0 Max TC CSI:0.298 Max BC CSI:0.230 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:J4 Ply: 1 Qty:7 SEQN:166197 EJAC FROM: Cust: R 761 JRef:1X4V7610002 T58 DrwNo:116.21.1016.55660 AK /WHK 04/26/2021 5'0"4 5'0"41' 4"1 2'5"32'9"149'5" 11'6"11 A B C D 5 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 176 /-/-/147 /92 /82 D 41 /-/-/23 /-/- C 49 /-/-/28 /55 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.067 Max BC CSI:0.042 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:J5 Ply: 1 Qty:4 SEQN:166195 EJAC FROM: Cust: R 761 JRef:1X4V7610002 T82 DrwNo:116.21.1016.57583 AK /WHK 04/26/2021 2'6" 2'6"1' 4"1 1'4"91'9"512'9" 13'10"1 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 176 /-/-/147 /92 /82 D 41 /-/-/23 /-/- C 49 /-/-/28 /55 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.067 Max BC CSI:0.042 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:J5 Ply: 1 Qty:4 SEQN:166195 EJAC FROM: Cust: R 761 JRef:1X4V7610002 T82 DrwNo:116.21.1016.57583 AK /WHK 04/26/2021 2'6" 2'6"1' 4"1 1'4"91'9"512'9" 13'10"1 A B C D 5 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 208 /-/-/166 /106 /107 D 60 /-/-/33 /1 /- C 77 /-/-/48 /84 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.002 D - - HORZ(TL):0.003 D - - Creep Factor: 2.0 Max TC CSI:0.119 Max BC CSI:0.098 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:J6 Ply: 1 Qty:3 SEQN:166196 EJAC FROM: Cust: R 761 JRef:1X4V7610002 T77 DrwNo:116.21.1016.59907 AK /WHK 04/26/2021 3'6" 3'6"1' 4"1 1'9"92'2"512'9" 14'3"1 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 208 /-/-/166 /106 /107 D 60 /-/-/33 /1 /- C 77 /-/-/48 /84 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.002 D - - HORZ(TL):0.003 D - - Creep Factor: 2.0 Max TC CSI:0.119 Max BC CSI:0.098 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:J6 Ply: 1 Qty:3 SEQN:166196 EJAC FROM: Cust: R 761 JRef:1X4V7610002 T77 DrwNo:116.21.1016.59907 AK /WHK 04/26/2021 3'6" 3'6"1' 4"1 1'9"92'2"512'9" 14'3"1 A B C D 5 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 3.50 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 3.50 BC: 396 lb Conc. Load at 1.56 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 437 /-/-/-/276 /- D 164 /-/-/-/68 /- C 118 /-/-/-/92 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.006 D - - HORZ(TL):0.012 D - - Creep Factor: 2.0 Max TC CSI:0.366 Max BC CSI:0.700 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:J6G Ply: 1 Qty:1 SEQN:166229 EJAC FROM: Cust: R 761 JRef:1X4V7610002 T76 DrwNo:116.21.1017.15350 AK /WHK 04/26/2021 3'6" 3'6"1' 4"1 1'9"92'2"512'9" 14'3"1 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 3.50 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 3.50 BC: 396 lb Conc. Load at 1.56 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 437 /-/-/-/276 /- D 164 /-/-/-/68 /- C 118 /-/-/-/92 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.006 D - - HORZ(TL):0.012 D - - Creep Factor: 2.0 Max TC CSI:0.366 Max BC CSI:0.700 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:J6G Ply: 1 Qty:1 SEQN:166229 EJAC FROM: Cust: R 761 JRef:1X4V7610002 T76 DrwNo:116.21.1017.15350 AK /WHK 04/26/2021 3'6" 3'6"1' 4"1 1'9"92'2"512'9" 14'3"1 A B C D 5 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Loading Hipjack supports 6-11-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Provide ( 3 )16d- 0.162"x3.5" nails, toe nailed at TC Provide ( 3 )16d- 0.162"x3.5" nails, toe nailed at BC Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 323 /-/-/-/195 /- E 361 /-/0 /-/140 /0 D 211 /-/-/-/193 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 481 -815 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 767 -449 Chords Tens.Comp. G - F 755 -450 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 493 -825 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.039 C 999 360 VERT(CL):0.073 C 999 240 HORZ(LL):0.008 C - - HORZ(TL):0.015 C - - Creep Factor: 2.0 Max TC CSI:0.489 Max BC CSI:0.634 Max Web CSI:0.126 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:K1 Ply: 1 Qty:1 SEQN:166223 HIP_ FROM: Cust: R 761 JRef:1X4V7610002 T17 DrwNo:116.21.1017.16900 AK /WHK 04/26/2021 5'6"4 5'6"4 9'9"12 4'3"8 5'4"8 5'4"8 9'1"4 3'8"13 9'9"12 8"71'5" 3"13 3'2"83'7"59'5" 12'4" A B C D EFG 3.54 12 2X4(A1)1.5X4 3X4 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Loading Hipjack supports 6-11-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Provide ( 3 )16d- 0.162"x3.5" nails, toe nailed at TC Provide ( 3 )16d- 0.162"x3.5" nails, toe nailed at BC Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 323 /-/-/-/195 /- E 361 /-/0 /-/140 /0 D 211 /-/-/-/193 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 481 -815 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 767 -449 Chords Tens.Comp. G - F 755 -450 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 493 -825 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.039 C 999 360 VERT(CL):0.073 C 999 240 HORZ(LL):0.008 C - - HORZ(TL):0.015 C - - Creep Factor: 2.0 Max TC CSI:0.489 Max BC CSI:0.634 Max Web CSI:0.126 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:K1 Ply: 1 Qty:1 SEQN:166223 HIP_ FROM: Cust: R 761 JRef:1X4V7610002 T17 DrwNo:116.21.1017.16900 AK /WHK 04/26/2021 5'6"4 5'6"4 9'9"12 4'3"8 5'4"8 5'4"8 9'1"4 3'8"13 9'9"12 8"71'5" 3"13 3'2"83'7"59'5" 12'4" A B C D EFG 3.54 12 2X4(A1)1.5X4 3X4 3X5 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 1-7-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 68 /-/-/-/51 /- D 1 /-/-/6 /-/- C 8 /-/-/-/7 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.072 Max BC CSI:0.013 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:K2 Ply: 1 Qty:1 SEQN:166220 HIP_ FROM: Cust: R 761 JRef:1X4V7610002 T32 DrwNo:116.21.1017.28023 AK /WHK 04/26/2021 2'3"4 2'3"41'5" 3"13 11"141'4"119'5" 10'1"6 A B C D 3.54 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 1-7-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 68 /-/-/-/51 /- D 1 /-/-/6 /-/- C 8 /-/-/-/7 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.072 Max BC CSI:0.013 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:K2 Ply: 1 Qty:1 SEQN:166220 HIP_ FROM: Cust: R 761 JRef:1X4V7610002 T32 DrwNo:116.21.1017.28023 AK /WHK 04/26/2021 2'3"4 2'3"41'5" 3"13 11"141'4"119'5" 10'1"6 A B C D 3.54 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 4-11-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 177 /-/-/-/110 /- D 88 /-/-/8 /-/- C 193 /-/-/-/171 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.013 D - - HORZ(TL):0.024 D - - Creep Factor: 2.0 Max TC CSI:0.663 Max BC CSI:0.405 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:K3 Ply: 1 Qty:3 SEQN:166217 HIP_ FROM: Cust: R 761 JRef:1X4V7610002 T30 DrwNo:116.21.1017.29967 AK /WHK 04/26/2021 6'11"13 6'11"131'5" 3"13 2'4"82'9"59'5" 11'6" A B C D 3.54 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 4-11-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 177 /-/-/-/110 /- D 88 /-/-/8 /-/- C 193 /-/-/-/171 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.013 D - - HORZ(TL):0.024 D - - Creep Factor: 2.0 Max TC CSI:0.663 Max BC CSI:0.405 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:K3 Ply: 1 Qty:3 SEQN:166217 HIP_ FROM: Cust: R 761 JRef:1X4V7610002 T30 DrwNo:116.21.1017.29967 AK /WHK 04/26/2021 6'11"13 6'11"131'5" 3"13 2'4"82'9"59'5" 11'6" A B C D 3.54 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 5-0-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 201 /-/-/-/128 /- D 90 /-/-/9 /-/- C 198 /-/-/-/176 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.013 D - - HORZ(TL):0.024 D - - Creep Factor: 2.0 Max TC CSI:0.688 Max BC CSI:0.408 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:K4 Ply: 1 Qty:1 SEQN:166214 HIP_ FROM: Cust: R 761 JRef:1X4V7610002 T59 DrwNo:116.21.1017.32113 AK /WHK 04/26/2021 7'1"3 7'1"31'5" 3"13 2'4"152'9"129'5" 11'6"7 A B C D 3.54 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 5-0-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 201 /-/-/-/128 /- D 90 /-/-/9 /-/- C 198 /-/-/-/176 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.013 D - - HORZ(TL):0.024 D - - Creep Factor: 2.0 Max TC CSI:0.688 Max BC CSI:0.408 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:K4 Ply: 1 Qty:1 SEQN:166214 HIP_ FROM: Cust: R 761 JRef:1X4V7610002 T59 DrwNo:116.21.1017.32113 AK /WHK 04/26/2021 7'1"3 7'1"31'5" 3"13 2'4"152'9"129'5" 11'6"7 A B C D 3.54 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.41 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 3.54 BC: From 0 plf at -1.41 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 3.54 TC: -4 lb Conc. Load at 1.43 BC: 21 lb Conc. Load at 1.43 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 134 /-/-/-/92 /- D 57 /-/-/-/9 /- C 28 /-/-/-/12 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.068 Max BC CSI:0.088 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:K5 Ply: 1 Qty:2 SEQN:166235 HIP_ FROM: Cust: R 761 JRef:1X4V7610002 T83 DrwNo:116.21.1018.03930 AK /WHK 04/26/2021 3'6"7 3'6"71'5" 3"13 1'4"51'9"212'9" 13'9"13 A B C D 3.54 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.41 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 3.54 BC: From 0 plf at -1.41 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 3.54 TC: -4 lb Conc. Load at 1.43 BC: 21 lb Conc. Load at 1.43 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 134 /-/-/-/92 /- D 57 /-/-/-/9 /- C 28 /-/-/-/12 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.068 Max BC CSI:0.088 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:K5 Ply: 1 Qty:2 SEQN:166235 HIP_ FROM: Cust: R 761 JRef:1X4V7610002 T83 DrwNo:116.21.1018.03930 AK /WHK 04/26/2021 3'6"7 3'6"71'5" 3"13 1'4"51'9"212'9" 13'9"13 A B C D 3.54 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 3-6-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 125 /-/-/-/84 /- D 40 /-/-/6 /-/- C 89 /-/-/-/79 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.191 Max BC CSI:0.115 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:K6 Ply: 1 Qty:1 SEQN:166232 HIP_ FROM: Cust: R 761 JRef:1X4V7610002 T78 DrwNo:116.21.1018.43897 AK /WHK 04/26/2021 4'11"6 4'11"61'5" 3"13 1'9"52'2"212'9" 14'2"13 A B C D 3.54 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 3-6-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 125 /-/-/-/84 /- D 40 /-/-/6 /-/- C 89 /-/-/-/79 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.191 Max BC CSI:0.115 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:K6 Ply: 1 Qty:1 SEQN:166232 HIP_ FROM: Cust: R 761 JRef:1X4V7610002 T78 DrwNo:116.21.1018.43897 AK /WHK 04/26/2021 4'11"6 4'11"61'5" 3"13 1'9"52'2"212'9" 14'2"13 A B C D 3.54 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 148 /-/-/142 /99 /44 D 10 /-1 /-/15 /11 /- C -/-13 /-/30 /30 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.009 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:C1 Ply: 1 Qty:8 SEQN:166194 JACK FROM: Cust: R 761 JRef:1X4V7610002 T15 DrwNo:116.21.1023.03773 AK /WHK 04/26/2021 1' 1'1' 4"1 9"11'1"1312'9" 13'2"9 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 148 /-/-/142 /99 /44 D 10 /-1 /-/15 /11 /- C -/-13 /-/30 /30 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.009 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:C1 Ply: 1 Qty:8 SEQN:166194 JACK FROM: Cust: R 761 JRef:1X4V7610002 T15 DrwNo:116.21.1023.03773 AK /WHK 04/26/2021 1' 1'1' 4"1 9"11'1"1312'9" 13'2"9 A B C D 5 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 44 /-/-/28 /15 /24 C 15 /-/-/11 /5 /- B 19 /-/-/13 /20 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.000 C - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.006 Max BC CSI:0.006 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:C1A Ply: 1 Qty:1 SEQN:166188 JACK FROM: Cust: R 761 JRef:1X4V7610002 T63 DrwNo:116.21.1023.08323 AK /WHK 04/26/2021 1' 1' 4"1 9"19'5" 9'10"9A B C 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 44 /-/-/28 /15 /24 C 15 /-/-/11 /5 /- B 19 /-/-/13 /20 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.000 C - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.006 Max BC CSI:0.006 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:C1A Ply: 1 Qty:1 SEQN:166188 JACK FROM: Cust: R 761 JRef:1X4V7610002 T63 DrwNo:116.21.1023.08323 AK /WHK 04/26/2021 1' 1' 4"1 9"19'5" 9'10"9A B C 5 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 191 /-/-/156 /99 /95 D 50 /-/-/28 /0 /- C 63 /-/-/39 /70 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.077 Max BC CSI:0.067 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:C2 Ply: 1 Qty:5 SEQN:166193 JACK FROM: Cust: R 761 JRef:1X4V7610002 T14 DrwNo:116.21.1023.10853 AK /WHK 04/26/2021 3' 3'1' 4"1 1'7"11'11"139'5" 10'8"9 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 191 /-/-/156 /99 /95 D 50 /-/-/28 /0 /- C 63 /-/-/39 /70 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.077 Max BC CSI:0.067 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:C2 Ply: 1 Qty:5 SEQN:166193 JACK FROM: Cust: R 761 JRef:1X4V7610002 T14 DrwNo:116.21.1023.10853 AK /WHK 04/26/2021 3' 3'1' 4"1 1'7"11'11"139'5" 10'8"9 A B C D 5 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 119 /-/-/77 /49 /74 C 52 /-/-/32 /4 /- B 71 /-/-/47 /75 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.002 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.097 Max BC CSI:0.079 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:C2A Ply: 1 Qty:1 SEQN:166189 JACK FROM: Cust: R 761 JRef:1X4V7610002 T65 DrwNo:116.21.1023.13727 AK /WHK 04/26/2021 3' 3' 4"1 1'7"19'5" 10'8"9 A B C 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 119 /-/-/77 /49 /74 C 52 /-/-/32 /4 /- B 71 /-/-/47 /75 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.002 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.097 Max BC CSI:0.079 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:C2A Ply: 1 Qty:1 SEQN:166189 JACK FROM: Cust: R 761 JRef:1X4V7610002 T65 DrwNo:116.21.1023.13727 AK /WHK 04/26/2021 3' 3' 4"1 1'7"19'5" 10'8"9 A B C 5 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 261 /-/-/199 /128 /145 D 89 /-/-/50 /2 /- C 117 /-/-/76 /126 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.006 D - - HORZ(TL):0.010 D - - Creep Factor: 2.0 Max TC CSI:0.295 Max BC CSI:0.228 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:C3 Ply: 1 Qty:1 SEQN:166199 JACK FROM: Cust: R 761 JRef:1X4V7610002 T13 DrwNo:116.21.1023.57337 AK /WHK 04/26/2021 5' 5'1' 4"1 2'5"12'9"139'5" 11'6"9 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 261 /-/-/199 /128 /145 D 89 /-/-/50 /2 /- C 117 /-/-/76 /126 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.006 D - - HORZ(TL):0.010 D - - Creep Factor: 2.0 Max TC CSI:0.295 Max BC CSI:0.228 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:C3 Ply: 1 Qty:1 SEQN:166199 JACK FROM: Cust: R 761 JRef:1X4V7610002 T13 DrwNo:116.21.1023.57337 AK /WHK 04/26/2021 5' 5'1' 4"1 2'5"12'9"139'5" 11'6"9 A B C D 5 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 148 /-/-/142 /99 /44 D 10 /-1 /-/15 /11 /- C -/-13 /-/30 /30 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.009 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:C4 Ply: 1 Qty:9 SEQN:166190 JACK FROM: Cust: R 761 JRef:1X4V7610002 T12 DrwNo:116.21.1024.06870 AK /WHK 04/26/2021 1' 1'1' 4"1 9"11'1"139'5" 9'10"9 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 148 /-/-/142 /99 /44 D 10 /-1 /-/15 /11 /- C -/-13 /-/30 /30 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.009 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:C4 Ply: 1 Qty:9 SEQN:166190 JACK FROM: Cust: R 761 JRef:1X4V7610002 T12 DrwNo:116.21.1024.06870 AK /WHK 04/26/2021 1' 1'1' 4"1 9"11'1"139'5" 9'10"9 A B C D 5 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 191 /-/-/156 /99 /95 D 50 /-/-/28 /0 /- C 63 /-/-/39 /70 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.077 Max BC CSI:0.067 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:C5 Ply: 1 Qty:5 SEQN:166191 JACK FROM: Cust: R 761 JRef:1X4V7610002 T11 DrwNo:116.21.1024.52970 AK /WHK 04/26/2021 3' 3'1' 4"1 1'7"11'11"139'5" 10'8"9 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 191 /-/-/156 /99 /95 D 50 /-/-/28 /0 /- C 63 /-/-/39 /70 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.077 Max BC CSI:0.067 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:C5 Ply: 1 Qty:5 SEQN:166191 JACK FROM: Cust: R 761 JRef:1X4V7610002 T11 DrwNo:116.21.1024.52970 AK /WHK 04/26/2021 3' 3'1' 4"1 1'7"11'11"139'5" 10'8"9 A B C D 5 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 113 /-/-/73 /46 /74 C 55 /-/-/34 /6 /- B 74 /-/-/49 /76 /- Wind reactions based on MWFRS A Brg Width = 1.5 C Brg Width = 1.5 B Brg Width = 1.5 Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.105 Max BC CSI:0.094 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:C5A Ply: 1 Qty:1 SEQN:166211 JACK FROM: Cust: R 761 JRef:1X4V7610002 T57 DrwNo:116.21.1026.51293 AK /WHK 04/26/2021 3' 1"8 1"8 3'1"8 3' 4"1 1'7"19'5" 10'8"9 A B C 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 113 /-/-/73 /46 /74 C 55 /-/-/34 /6 /- B 74 /-/-/49 /76 /- Wind reactions based on MWFRS A Brg Width = 1.5 C Brg Width = 1.5 B Brg Width = 1.5 Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.105 Max BC CSI:0.094 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:C5A Ply: 1 Qty:1 SEQN:166211 JACK FROM: Cust: R 761 JRef:1X4V7610002 T57 DrwNo:116.21.1026.51293 AK /WHK 04/26/2021 3' 1"8 1"8 3'1"8 3' 4"1 1'7"19'5" 10'8"9 A B C 5 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 261 /-/-/199 /128 /145 D 89 /-/-/50 /2 /- C 117 /-/-/76 /126 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.006 D - - HORZ(TL):0.010 D - - Creep Factor: 2.0 Max TC CSI:0.295 Max BC CSI:0.228 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:C6 Ply: 1 Qty:1 SEQN:166198 JACK FROM: Cust: R 761 JRef:1X4V7610002 T10 DrwNo:116.21.1026.53067 AK /WHK 04/26/2021 5' 5'1' 4"1 2'5"12'9"139'5" 11'6"9 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 261 /-/-/199 /128 /145 D 89 /-/-/50 /2 /- C 117 /-/-/76 /126 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.006 D - - HORZ(TL):0.010 D - - Creep Factor: 2.0 Max TC CSI:0.295 Max BC CSI:0.228 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:C6 Ply: 1 Qty:1 SEQN:166198 JACK FROM: Cust: R 761 JRef:1X4V7610002 T10 DrwNo:116.21.1026.53067 AK /WHK 04/26/2021 5' 5'1' 4"1 2'5"12'9"139'5" 11'6"9 A B C D 5 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 1-8-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 52 /-/-/-/37 /- D 5 /-/-/4 /-/- C 14 /-/-/5 /12 /- Wind reactions based on MWFRS B Brg Width = 8.4 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.044 Max BC CSI:0.008 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:HJ7A Ply: 1 Qty:2 SEQN:166249 HIP_ FROM: Cust: R 761 JRef:1X4V7610002 T43 DrwNo:116.21.1026.54527 AK /WHK 04/26/2021 2'4"10 2'4"101'1"3 3"15 1'2"131'7"99'5" 10'4"5 A B C D 4.54 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 1-8-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 52 /-/-/-/37 /- D 5 /-/-/4 /-/- C 14 /-/-/5 /12 /- Wind reactions based on MWFRS B Brg Width = 8.4 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.044 Max BC CSI:0.008 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:HJ7A Ply: 1 Qty:2 SEQN:166249 HIP_ FROM: Cust: R 761 JRef:1X4V7610002 T43 DrwNo:116.21.1026.54527 AK /WHK 04/26/2021 2'4"10 2'4"101'1"3 3"15 1'2"131'7"99'5" 10'4"5 A B C D 4.54 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 2-7-2 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 60 /-/-/-/39 /- D 22 /-/-/3 /-/- C 49 /-/-/-/42 /- Wind reactions based on MWFRS B Brg Width = 8.4 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.075 Max BC CSI:0.050 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:HJ7BL Ply: 1 Qty:1 SEQN:166252 HIP_ FROM: Cust: R 761 JRef:1X4V7610002 T50 DrwNo:116.21.1026.55830 AK /WHK 04/26/2021 3'8"1 3'8"11'1"3 3"15 1'8"102'1"79'5" 10'10"2 A B C D 4.54 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 2-7-2 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 60 /-/-/-/39 /- D 22 /-/-/3 /-/- C 49 /-/-/-/42 /- Wind reactions based on MWFRS B Brg Width = 8.4 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.075 Max BC CSI:0.050 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:HJ7BL Ply: 1 Qty:1 SEQN:166252 HIP_ FROM: Cust: R 761 JRef:1X4V7610002 T50 DrwNo:116.21.1026.55830 AK /WHK 04/26/2021 3'8"1 3'8"11'1"3 3"15 1'8"102'1"79'5" 10'10"2 A B C D 4.54 12 2X4(A1) 04/26/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 2-7-2 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 60 /-/-/-/39 /- D 22 /-/-/3 /-/- C 49 /-/-/-/42 /- Wind reactions based on MWFRS B Brg Width = 8.4 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.075 Max BC CSI:0.050 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:HJ7BR Ply: 1 Qty:1 SEQN:166255 HIP_ FROM: Cust: R 761 JRef:1X4V7610002 T51 DrwNo:116.21.1026.57123 AK /WHK 04/26/2021 3'8"1 3'8"11'1"3 3"15 1'8"102'1"79'5" 10'10"2 A B C D 4.54 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 2-7-2 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 60 /-/-/-/39 /- D 22 /-/-/3 /-/- C 49 /-/-/-/42 /- Wind reactions based on MWFRS B Brg Width = 8.4 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.075 Max BC CSI:0.050 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0330 /GROZA BUILDERS, INC. / /WELLS RESIDENCE Truss Label:HJ7BR Ply: 1 Qty:1 SEQN:166255 HIP_ FROM: Cust: R 761 JRef:1X4V7610002 T51 DrwNo:116.21.1026.57123 AK /WHK 04/26/2021 3'8"1 3'8"11'1"3 3"15 1'8"102'1"79'5" 10'10"2 A B C D 4.54 12 2X4(A1) 04/26/2021 COA #0 278 514 Earth City Expressway Suite 242 Earth City, MO 63045 04/26/2021COA #0 278 514 Earth City Expressway Suite 242 Earth City, MO 63045 04/26/2021COA #0 278 514 Earth City Expressway Suite 242 Earth City, MO 63045 04/26/2021COA #0 278 514 Earth City Expressway Suite 242 Earth City, MO 63045 04/26/2021COA #0 278