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Home My WebLink AboutAPPROVED TRUSS CUTSAlpine, 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: 21-0688 Job Description: /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Address: 123 EDEN CREEK LANE, JENSEN BEACH, FL Job Engineering Criteria: Design Code: FBC 7th Ed. 2020 Res IntelliVIEW Version: 20.02.01A JRef #: 1X7T7610019 Wind Standard: ASCE 7-16 Wind Speed (mph): 170 Design Loading (psf): 55.00 Building Type: Closed This package contains general notes pages, 64 truss drawing(s) and 4 detail(s). Item Drawing Number Truss Item Drawing Number Truss 1 221.21.1131.13113 FG1 2 221.21.1132.50875 T1 3 221.21.1132.50874 T2 4 221.21.1132.51155 T3 5 221.21.1132.51249 T4 6 221.21.1132.51139 T5 7 221.21.1132.51451 T6 8 221.21.1132.51342 T7 9 221.21.1132.51171 T8 10 221.21.1132.50935 T9 11 221.21.1132.51233 T10 12 221.21.1132.51420 T11 13 221.21.1132.51359 T12 14 221.21.1132.51530 T13 15 221.21.1132.50905 T14 16 221.21.1132.50921 T15 17 221.21.1132.50951 T16 18 221.21.1134.40857 T17 19 221.21.1134.43717 T18 20 221.21.1134.45920 T19 21 221.21.1134.52867 T20 22 221.21.1134.57970 T21 23 221.21.1135.03203 T22 24 221.21.1135.10783 T23 25 221.21.1135.41993 T24 26 221.21.1135.44393 T25 27 221.21.1135.46557 T26 28 221.21.1135.48960 T27 29 221.21.1135.58233 T28 30 221.21.1132.51326 T29 31 221.21.1132.51124 T30 32 221.21.1132.51217 T31 33 221.21.1132.50968 T32 34 221.21.1132.51060 T33 35 221.21.1132.51281 T34 36 221.21.1132.51093 T34A 37 221.21.1132.51545 T35 38 221.21.1132.51514 T36 39 221.21.1132.51468 T37 40 221.21.1132.51312 V1 41 221.21.1132.51014 V2 42 221.21.1131.15033 J1 43 221.21.1131.21090 J1T 44 221.21.1131.23070 J2 45 221.21.1131.32790 J2C 46 221.21.1131.34990 J3 47 221.21.1131.50697 K1 48 221.21.1132.07947 K1T 49 221.21.1132.51296 K2 50 221.21.1132.51404 K2C 51 221.21.1132.51406 K3 52 221.21.1128.30967 C1 Florida Certificate of Product Approval #FL1999 Printed 8/9/2021 12:46:16 PM 08/09/2021 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: 21-0688 Job Description: /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Address: 123 EDEN CREEK LANE, JENSEN BEACH, FL Item Drawing Number Truss Item Drawing Number Truss 53 221.21.1128.33357 C1C 54 221.21.1128.55817 C2 55 221.21.1128.58077 C2T 56 221.21.1129.00130 C3 57 221.21.1129.02327 C3T 58 221.21.1129.06433 C4 59 221.21.1129.21740 C4CA 60 221.21.1129.24303 C4CB 61 221.21.1129.26490 C5 62 221.21.1129.31473 C5T 63 221.21.1129.33353 C6 64 221.21.1129.35387 C6T 65 BRCLBSUB0119 66 DEFLCAMB1014 67 VAL180160118 68 VALTN160118 Florida Certificate of Product Approval #FL1999 Printed 8/9/2021 12:46:16 PM 08/09/2021 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,W5 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 4.50" o.c. (Each Row) 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 90 plf at 0.00 to 90 plf at 8.50 BC: From 10 plf at 0.00 to 10 plf at 8.50 BC: 1410 lb Conc. Load at 1.25 BC: 1378 lb Conc. Load at 3.25, 5.25, 7.25 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 3209 /-/-/-/1295 /- D 3187 /-/-/-/1282 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req =1.9 D Brg Width = 3.5 Min Req =1.9 Bearings F & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 395 -982 Chords Tens.Comp. B - C 395 -982 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 458 -1109 A - E 1425 -573 Webs Tens.Comp. E - C 1425 -573 C - D 458 -1109 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.018 B 999 360 VERT(CL):0.033 B 999 240 HORZ(LL):0.004 A - - HORZ(TL):0.007 A - - Creep Factor: 2.0 Max TC CSI:0.223 Max BC CSI:0.821 Max Web CSI:0.322 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:FG1 Ply: 2 Qty:1 SEQN:185927 SPEC FROM: Cust: R 761 JRef:1X7T7610019 T31 DrwNo:221.21.1131.13113 AK /WHK 08/09/2021 2 Complete Trusses Required W1 W5 8'4"1" 4'3" 4'3" 8'6" 4'3" 4'3" 4'3" 8'6" 4'3"4'10"210'1" A B C DEF 4X4 3X8 1.5X4 6X8 4X4 3X8 **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,W5 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 4.50" o.c. (Each Row) 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 90 plf at 0.00 to 90 plf at 8.50 BC: From 10 plf at 0.00 to 10 plf at 8.50 BC: 1410 lb Conc. Load at 1.25 BC: 1378 lb Conc. Load at 3.25, 5.25, 7.25 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 3209 /-/-/-/1295 /- D 3187 /-/-/-/1282 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req =1.9 D Brg Width = 3.5 Min Req =1.9 Bearings F & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 395 -982 Chords Tens.Comp. B - C 395 -982 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 458 -1109 A - E 1425 -573 Webs Tens.Comp. E - C 1425 -573 C - D 458 -1109 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.018 B 999 360 VERT(CL):0.033 B 999 240 HORZ(LL):0.004 A - - HORZ(TL):0.007 A - - Creep Factor: 2.0 Max TC CSI:0.223 Max BC CSI:0.821 Max Web CSI:0.322 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:FG1 Ply: 2 Qty:1 SEQN:185927 SPEC FROM: Cust: R 761 JRef:1X7T7610019 T31 DrwNo:221.21.1131.13113 AK /WHK 08/09/2021 2 Complete Trusses Required W1 W5 8'4"1" 4'3" 4'3" 8'6" 4'3" 4'3" 4'3" 8'6" 4'3"4'10"210'1" A B C DEF 4X4 3X8 1.5X4 6X8 4X4 3X8 08/09/2021 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; T3,T5 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; B3 2x4 SP #2; Webs: 2x4 SP #2; W5,W13 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 8.75" 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 92 plf at -1.00 to 92 plf at 6.77 TC: From 46 plf at 6.77 to 46 plf at 43.90 TC: From 93 plf at 43.90 to 93 plf at 51.67 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.80 BC: From 10 plf at 6.80 to 10 plf at 43.86 BC: From 20 plf at 43.86 to 20 plf at 50.67 BC: From 4 plf at 50.67 to 4 plf at 51.67 TC: 647 lb Conc. Load at 6.80,43.86 TC: 285 lb Conc. Load at 7.83, 9.83,11.83,13.83 15.83,17.83,19.83,21.83,23.83,25.83,27.83,29.83 31.83,33.83,35.83,37.83,39.83,41.83 BC: 578 lb Conc. Load at 6.80,43.86 BC: 128 lb Conc. Load at 7.83, 9.83,11.83,13.83 15.83,17.83,19.83,21.83,23.83,25.83,27.83,29.83 31.83,33.83,35.83,37.83,39.83,41.83 Plating Notes All plates are 6X8 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. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 3841 /-/-/-/1605 /- P 9307 /-/-/-/3961 /- W 686 /-/-/-/202 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.6 P Brg Width = 3.5 Min Req =1.8 W Brg Width = 7.6 Min Req =1.5 Bearings B, P, & 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 1690 -4027 C - D 1961 -4665 D - E 1979 -4670 E - F 1465 -3492 F - G 706 -1698 Chords Tens.Comp. G - H 706 -1698 H - I 996 -430 I - J 4450 -1893 J - K 1610 -643 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 3636 -1520 V - U 3649 -1519 U - T 4718 -1993 T - S 4638 -1971 Chords Tens.Comp. S - R 3406 -1436 R - Q 333 -788 Q - P 1788 -4221 P - O 683 -1727 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 1194 -519 U - D 334 -518 T - E 469 -121 E - S 638 -1451 S - F 902 -305 F - R 912 -2141 G - R 248 -392 R - H 3049 -1298 Webs Tens.Comp. H - Q 1009 -2186 Q - I 4073 -1717 I - P 1354 -2990 P - J 1411 -3337 J - O 1241 -415 O - K 788 -1890 N - K 390 -42 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 5.07 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):0.328 T 999 360 VERT(CL):0.607 T 667 240 HORZ(LL):0.073 R - - HORZ(TL):0.135 R - - Creep Factor: 2.0 Max TC CSI:0.655 Max BC CSI:0.914 Max Web CSI:0.972 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T1 Ply: 2 Qty:1 SEQN:185785 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T8 DrwNo:221.21.1132.50875 SSB /WHK 08/09/2021 2 Complete Trusses Required T3 T5 B3 W5 W13 33'10"4 16'9"12 6'9"4 6'9"4 11'11"10 5'2"6 17'0"8 5'0"14 21'3"2 4'2"10 25'4" 4'0"14 29'4"14 4'0"14 33'7"8 4'2"10 38'8"6 5'0"14 43'10"12 5'2"6 50'8" 6'9"4 6'11" 6'11" 11'8"2 4'9"2 20'11"2 9'3" 25'4" 4'4"14 29'8"14 4'4"14 38'11"14 9'3" 43'9" 4'9"2 50'8" 6'11"1'1' 6"33'4"13'6"108'1"A B C D E F G H I J K L M NOPQRSTUV W 5 12 4X7(B2) 5X8 1.5X4 4X4 5X6 H0615 7X6 1.5X4 5X12 7X6 H0615 5X6 4X4 1.5X4 5X8 4X7(B2) **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; T3,T5 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; B3 2x4 SP #2; Webs: 2x4 SP #2; W5,W13 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 8.75" 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 92 plf at -1.00 to 92 plf at 6.77 TC: From 46 plf at 6.77 to 46 plf at 43.90 TC: From 93 plf at 43.90 to 93 plf at 51.67 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.80 BC: From 10 plf at 6.80 to 10 plf at 43.86 BC: From 20 plf at 43.86 to 20 plf at 50.67 BC: From 4 plf at 50.67 to 4 plf at 51.67 TC: 647 lb Conc. Load at 6.80,43.86 TC: 285 lb Conc. Load at 7.83, 9.83,11.83,13.83 15.83,17.83,19.83,21.83,23.83,25.83,27.83,29.83 31.83,33.83,35.83,37.83,39.83,41.83 BC: 578 lb Conc. Load at 6.80,43.86 BC: 128 lb Conc. Load at 7.83, 9.83,11.83,13.83 15.83,17.83,19.83,21.83,23.83,25.83,27.83,29.83 31.83,33.83,35.83,37.83,39.83,41.83 Plating Notes All plates are 6X8 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. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 3841 /-/-/-/1605 /- P 9307 /-/-/-/3961 /- W 686 /-/-/-/202 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.6 P Brg Width = 3.5 Min Req =1.8 W Brg Width = 7.6 Min Req =1.5 Bearings B, P, & 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 1690 -4027 C - D 1961 -4665 D - E 1979 -4670 E - F 1465 -3492 F - G 706 -1698 Chords Tens.Comp. G - H 706 -1698 H - I 996 -430 I - J 4450 -1893 J - K 1610 -643 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 3636 -1520 V - U 3649 -1519 U - T 4718 -1993 T - S 4638 -1971 Chords Tens.Comp. S - R 3406 -1436 R - Q 333 -788 Q - P 1788 -4221 P - O 683 -1727 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 1194 -519 U - D 334 -518 T - E 469 -121 E - S 638 -1451 S - F 902 -305 F - R 912 -2141 G - R 248 -392 R - H 3049 -1298 Webs Tens.Comp. H - Q 1009 -2186 Q - I 4073 -1717 I - P 1354 -2990 P - J 1411 -3337 J - O 1241 -415 O - K 788 -1890 N - K 390 -42 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 5.07 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):0.328 T 999 360 VERT(CL):0.607 T 667 240 HORZ(LL):0.073 R - - HORZ(TL):0.135 R - - Creep Factor: 2.0 Max TC CSI:0.655 Max BC CSI:0.914 Max Web CSI:0.972 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T1 Ply: 2 Qty:1 SEQN:185785 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T8 DrwNo:221.21.1132.50875 SSB /WHK 08/09/2021 2 Complete Trusses Required T3 T5 B3 W5 W13 33'10"4 16'9"12 6'9"4 6'9"4 11'11"10 5'2"6 17'0"8 5'0"14 21'3"2 4'2"10 25'4" 4'0"14 29'4"14 4'0"14 33'7"8 4'2"10 38'8"6 5'0"14 43'10"12 5'2"6 50'8" 6'9"4 6'11" 6'11" 11'8"2 4'9"2 20'11"2 9'3" 25'4" 4'4"14 29'8"14 4'4"14 38'11"14 9'3" 43'9" 4'9"2 50'8" 6'11"1'1' 6"33'4"13'6"108'1"A B C D E F G H I J K L M NOPQRSTUV W 5 12 4X7(B2) 5X8 1.5X4 4X4 5X6 H0615 7X6 1.5X4 5X12 7X6 H0615 5X6 4X4 1.5X4 5X8 4X7(B2) 08/09/2021 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,T3 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; B2 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. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1712 /-/-/992 /657 /200 Q 3812 /-/-/1743 /1526 /- U 701 /-119 /-/407 /185 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 Q Brg Width = 3.5 Min Req =1.5 U Brg Width = 7.6 Min Req =1.5 Bearings B, Q, & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1256 -3168 C - D 1087 -2797 D - E 1061 -2545 E - F 1227 -2986 F - G 1227 -2986 G - H 482 -1250 Chords Tens.Comp. H - I 482 -1250 I - J 2881 -1072 J - K 2881 -1072 K - L 848 -259 L - M 919 -371 M - N 681 -869 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 2815 -1060 T - S 2951 -1010 S - R 2329 -736 Chords Tens.Comp. R - Q 395 -648 Q - P 712 -1675 P - N 732 -584 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - T 621 -183 T - E 341 -566 S - G 912 -334 G - R 667 -1492 H - R 219 -387 R - I 2328 -861 Webs Tens.Comp. I - Q 1220 -2971 J - Q 222 -397 Q - K 827 -1982 K - P 1418 -514 P - L 270 -535 P - M 366 -566 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 5.07 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):0.202 F 999 360 VERT(CL):0.391 F 999 240 HORZ(LL):0.052 R - - HORZ(TL):0.101 R - - Creep Factor: 2.0 Max TC CSI:0.927 Max BC CSI:0.972 Max Web CSI:0.864 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T2 Ply: 1 Qty:1 SEQN:185870 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T2 DrwNo:221.21.1132.50874 SSB /WHK 08/09/2021 T2 T3 B2 33'10"4 16'9"12 4'5"15 4'5"15 8'9"4 4'3"5 12'10"6 4'1"2 16'9"12 3'11"6 21'0"14 4'3"2 25'4" 4'3"2 29'7"2 4'3"2 33'10"4 4'3"2 37'9"10 3'11"6 41'10"12 4'1"2 46'2"1 4'3"5 50'8" 4'5"15 8'11" 8'11" 25'4" 16'5" 41'9" 16'5" 50'8" 8'11"1'1' 6"34'2"14'4"10(a)(a) 8'1"A B C D E F G H I J K L M N O PQRST U 5 12 4X6(B2) 1.5X4 5X6 4X8 4X5 1.5X4 7X8 4X8 5X8 5X10 4X8 1.5X4 7X8 4X5 4X8 5X6 1.5X4 4X6(B2) **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,T3 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; B2 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. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1712 /-/-/992 /657 /200 Q 3812 /-/-/1743 /1526 /- U 701 /-119 /-/407 /185 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 Q Brg Width = 3.5 Min Req =1.5 U Brg Width = 7.6 Min Req =1.5 Bearings B, Q, & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1256 -3168 C - D 1087 -2797 D - E 1061 -2545 E - F 1227 -2986 F - G 1227 -2986 G - H 482 -1250 Chords Tens.Comp. H - I 482 -1250 I - J 2881 -1072 J - K 2881 -1072 K - L 848 -259 L - M 919 -371 M - N 681 -869 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 2815 -1060 T - S 2951 -1010 S - R 2329 -736 Chords Tens.Comp. R - Q 395 -648 Q - P 712 -1675 P - N 732 -584 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - T 621 -183 T - E 341 -566 S - G 912 -334 G - R 667 -1492 H - R 219 -387 R - I 2328 -861 Webs Tens.Comp. I - Q 1220 -2971 J - Q 222 -397 Q - K 827 -1982 K - P 1418 -514 P - L 270 -535 P - M 366 -566 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 5.07 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):0.202 F 999 360 VERT(CL):0.391 F 999 240 HORZ(LL):0.052 R - - HORZ(TL):0.101 R - - Creep Factor: 2.0 Max TC CSI:0.927 Max BC CSI:0.972 Max Web CSI:0.864 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T2 Ply: 1 Qty:1 SEQN:185870 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T2 DrwNo:221.21.1132.50874 SSB /WHK 08/09/2021 T2 T3 B2 33'10"4 16'9"12 4'5"15 4'5"15 8'9"4 4'3"5 12'10"6 4'1"2 16'9"12 3'11"6 21'0"14 4'3"2 25'4" 4'3"2 29'7"2 4'3"2 33'10"4 4'3"2 37'9"10 3'11"6 41'10"12 4'1"2 46'2"1 4'3"5 50'8" 4'5"15 8'11" 8'11" 25'4" 16'5" 41'9" 16'5" 50'8" 8'11"1'1' 6"34'2"14'4"10(a)(a) 8'1"A B C D E F G H I J K L M N O PQRST U 5 12 4X6(B2) 1.5X4 5X6 4X8 4X5 1.5X4 7X8 4X8 5X8 5X10 4X8 1.5X4 7X8 4X5 4X8 5X6 1.5X4 4X6(B2) 08/09/2021 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; T3,T4 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B2 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. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1700 /-/-/1007 /656 /238 O 3869 /-/-/1787 /1523 /- T 662 /-143 /-/405 /215 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 O Brg Width = 3.5 Min Req =1.5 T Brg Width = 7.6 Min Req =1.5 Bearings B, O, & 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 1188 -3094 C - D 1048 -2578 D - E 1056 -2410 E - F 1056 -2409 F - G 380 -856 Chords Tens.Comp. G - H 2470 -814 H - I 2470 -814 I - J 1158 -252 J - K 723 -764 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 2748 -992 S - R 2748 -995 R - Q 2304 -736 Q - P 1896 -582 Chords Tens.Comp. P - O 325 -563 O - N 464 -1049 N - M 620 -629 M - K 624 -624 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 290 -504 D - R 376 -73 E - Q 257 -419 Q - F 788 -267 F - P 740 -1611 P - G 1857 -623 Webs Tens.Comp. G - O 1133 -2781 H - O 287 -499 O - I 803 -2099 I - N 520 -156 N - J 452 -876 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 5.07 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.164 E 999 360 VERT(CL):0.321 E 999 240 HORZ(LL):0.044 P - - HORZ(TL):0.087 P - - Creep Factor: 2.0 Max TC CSI:0.885 Max BC CSI:0.906 Max Web CSI:0.857 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T3 Ply: 1 Qty:1 SEQN:185877 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T3 DrwNo:221.21.1132.51155 SSB /WHK 08/09/2021 T3 T4 B2 33'10"4 16'9"12 5'7"11 5'7"11 10'9"4 5'1"9 16'9"12 6'0"8 21'1"12 4'4" 29'6"4 8'4"8 33'10"4 4'4" 39'10"12 6'0"8 45'0"5 5'1"9 50'8" 5'7"11 5'5"15 5'5"15 10'9"4 5'3"5 25'4" 14'6"12 39'10"12 14'6"12 45'2"1 5'3"5 50'8" 5'5"151' 1' 6"35'0"15'2"10(a)(a)(a) 8'1"A B C D E F G H I J K L MNOPQRS T 5 12 4X6(B2)1.5X4 3X4 5X8 3X4 1.5X4 7X8 H0610 4X6 H0610 1.5X4 7X8 5X8 3X4 3X4 1.5X4 4X6(B2) **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; T3,T4 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B2 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. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1700 /-/-/1007 /656 /238 O 3869 /-/-/1787 /1523 /- T 662 /-143 /-/405 /215 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 O Brg Width = 3.5 Min Req =1.5 T Brg Width = 7.6 Min Req =1.5 Bearings B, O, & 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 1188 -3094 C - D 1048 -2578 D - E 1056 -2410 E - F 1056 -2409 F - G 380 -856 Chords Tens.Comp. G - H 2470 -814 H - I 2470 -814 I - J 1158 -252 J - K 723 -764 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 2748 -992 S - R 2748 -995 R - Q 2304 -736 Q - P 1896 -582 Chords Tens.Comp. P - O 325 -563 O - N 464 -1049 N - M 620 -629 M - K 624 -624 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 290 -504 D - R 376 -73 E - Q 257 -419 Q - F 788 -267 F - P 740 -1611 P - G 1857 -623 Webs Tens.Comp. G - O 1133 -2781 H - O 287 -499 O - I 803 -2099 I - N 520 -156 N - J 452 -876 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 5.07 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.164 E 999 360 VERT(CL):0.321 E 999 240 HORZ(LL):0.044 P - - HORZ(TL):0.087 P - - Creep Factor: 2.0 Max TC CSI:0.885 Max BC CSI:0.906 Max Web CSI:0.857 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T3 Ply: 1 Qty:1 SEQN:185877 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T3 DrwNo:221.21.1132.51155 SSB /WHK 08/09/2021 T3 T4 B2 33'10"4 16'9"12 5'7"11 5'7"11 10'9"4 5'1"9 16'9"12 6'0"8 21'1"12 4'4" 29'6"4 8'4"8 33'10"4 4'4" 39'10"12 6'0"8 45'0"5 5'1"9 50'8" 5'7"11 5'5"15 5'5"15 10'9"4 5'3"5 25'4" 14'6"12 39'10"12 14'6"12 45'2"1 5'3"5 50'8" 5'5"151' 1' 6"35'0"15'2"10(a)(a)(a) 8'1"A B C D E F G H I J K L MNOPQRS T 5 12 4X6(B2)1.5X4 3X4 5X8 3X4 1.5X4 7X8 H0610 4X6 H0610 1.5X4 7X8 5X8 3X4 3X4 1.5X4 4X6(B2) 08/09/2021 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; T5 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B1,B6 2x4 SP 2250f-1.9E; 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. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1704 /-/-/1031 /660 /275 P 3854 /-/-/1787 /1508 /- U 667 /-134 /-/431 /239 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 P Brg Width = 3.5 Min Req =1.5 U Brg Width = 7.6 Min Req =1.5 Bearings B, P, & 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 1191 -3101 C - D 973 -2342 D - E 945 -2038 E - F 945 -2038 F - G 445 -844 Chords Tens.Comp. G - H 445 -844 H - I 2075 -622 I - J 2075 -623 J - K 1285 -323 K - L 767 -716 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 2748 -985 T - S 2746 -988 S - R 2058 -621 R - Q 1591 -441 Chords Tens.Comp. Q - P 339 -528 P - O 570 -1163 O - N 564 -663 N - L 568 -658 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 408 -772 D - S 397 -121 R - F 763 -264 F - Q 551 -1263 Q - H 2001 -727 G - Q 224 -396 Webs Tens.Comp. H - P 1009 -2500 I - P 251 -450 P - J 658 -1728 J - O 596 -205 O - K 539 -1075 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 5.07 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):0.154 S 999 360 VERT(CL):0.299 S 999 240 HORZ(LL):0.044 Q - - HORZ(TL):0.086 Q - - Creep Factor: 2.0 Max TC CSI:0.914 Max BC CSI:0.867 Max Web CSI:0.920 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T4 Ply: 1 Qty:1 SEQN:185883 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T4 DrwNo:221.21.1132.51249 SSB /WHK 08/09/2021 T5 B1 B6 33'10"4 16'9"12 6'7"11 6'7"11 12'9"4 6'1"9 16'9"12 4'0"8 21'0"14 4'3"2 25'4" 4'3"2 29'7"2 4'3"2 33'10"4 4'3"2 37'10"12 4'0"8 44'0"5 6'1"9 50'8" 6'7"11 6'5"15 6'5"15 12'9"4 6'3"5 25'4" 12'6"12 37'10"12 12'6"12 44'2"1 6'3"5 50'8" 6'5"151'1' 6"35'10"16'0"10(a)(a)(a) 8'1"A B C D E F G H I J K L M NOPQRST U 5 12 4X6(B2) 1.5X4 3X4 5X8 5X6 1.5X4 6X8 6X6 1.5X4 6X8 6X6 1.5X4 6X8 5X8 5X6 3X4 1.5X4 4X6(B2) **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; T5 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; B1,B6 2x4 SP 2250f-1.9E; 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. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1704 /-/-/1031 /660 /275 P 3854 /-/-/1787 /1508 /- U 667 /-134 /-/431 /239 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 P Brg Width = 3.5 Min Req =1.5 U Brg Width = 7.6 Min Req =1.5 Bearings B, P, & 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 1191 -3101 C - D 973 -2342 D - E 945 -2038 E - F 945 -2038 F - G 445 -844 Chords Tens.Comp. G - H 445 -844 H - I 2075 -622 I - J 2075 -623 J - K 1285 -323 K - L 767 -716 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 2748 -985 T - S 2746 -988 S - R 2058 -621 R - Q 1591 -441 Chords Tens.Comp. Q - P 339 -528 P - O 570 -1163 O - N 564 -663 N - L 568 -658 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 408 -772 D - S 397 -121 R - F 763 -264 F - Q 551 -1263 Q - H 2001 -727 G - Q 224 -396 Webs Tens.Comp. H - P 1009 -2500 I - P 251 -450 P - J 658 -1728 J - O 596 -205 O - K 539 -1075 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 5.07 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):0.154 S 999 360 VERT(CL):0.299 S 999 240 HORZ(LL):0.044 Q - - HORZ(TL):0.086 Q - - Creep Factor: 2.0 Max TC CSI:0.914 Max BC CSI:0.867 Max Web CSI:0.920 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T4 Ply: 1 Qty:1 SEQN:185883 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T4 DrwNo:221.21.1132.51249 SSB /WHK 08/09/2021 T5 B1 B6 33'10"4 16'9"12 6'7"11 6'7"11 12'9"4 6'1"9 16'9"12 4'0"8 21'0"14 4'3"2 25'4" 4'3"2 29'7"2 4'3"2 33'10"4 4'3"2 37'10"12 4'0"8 44'0"5 6'1"9 50'8" 6'7"11 6'5"15 6'5"15 12'9"4 6'3"5 25'4" 12'6"12 37'10"12 12'6"12 44'2"1 6'3"5 50'8" 6'5"151'1' 6"35'10"16'0"10(a)(a)(a) 8'1"A B C D E F G H I J K L M NOPQRST U 5 12 4X6(B2) 1.5X4 3X4 5X8 5X6 1.5X4 6X8 6X6 1.5X4 6X8 6X6 1.5X4 6X8 5X8 5X6 3X4 1.5X4 4X6(B2) 08/09/2021 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; T3,T4 2x4 SP 2250f-1.9E; 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. (b) 2x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Plating Notes All plates are 3X4 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. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 442 /-17 /-/191 /150 /312 X 2353 /-/-/1410 /848 /- R 2743 /-/-/1448 /1066 /- Z 707 /-/-/495 /247 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 X Brg Width = 3.5 Min Req =2.4 R Brg Width = 3.5 Min Req =2.9 Z Brg Width = 7.6 Min Req =1.5 Bearings B, X, R, & 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 422 -286 C - D 970 -225 D - E 269 -521 E - F 289 -409 F - G 613 -1288 Chords Tens.Comp. G - H 398 -872 H - I 1246 -357 I - J 1300 -374 J - K 1308 -424 K - L 236 -739 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - T 558 -124 T - S 1312 -243 S - R 844 -185 Chords Tens.Comp. R - O 729 -1205 N - L 579 -131 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - X 368 -758 X - D 535 -1501 X - V 398 -890 D - V 1293 -307 V - F 374 -898 F - T 931 -292 Webs Tens.Comp. G - S 288 -693 S - H 489 -93 H - R 896 -2215 R - I 380 -938 O - N 591 -134 O - K 789 -1507 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 5.07 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):0.059 G 999 360 VERT(CL):0.119 G 999 240 HORZ(LL):0.030 N - - HORZ(TL):0.055 N - - Creep Factor: 2.0 Max TC CSI:0.885 Max BC CSI:0.562 Max Web CSI:0.842 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T5 Ply: 1 Qty:1 SEQN:185894 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T16 DrwNo:221.21.1132.51139 SSB /WHK 08/09/2021 T3 T4 9'10"4 25'6"15'3"12 5'3"1 5'3"1 10' 4'8"15 14'9"4 4'9"4 21'8"12 6'11"8 28'8"4 6'11"8 35'10"12 7'2"8 43'0"15 7'2"3 50'8" 7'7"1 5'1"5 5'1"5 9'10"4 4'8"15 14'5"8 4'7"4 21'5"4 6'11"12 28'4"12 6'11"8 36' 7'7"4 43'0"15 7'0"15 50'8" 7'7"11'1' 6"32'6'8"16'10"10(a)(b) (a) 8'1" 10'1" A B C D E F G H IJ K L M N O PQ RST U V WXY Z 5 12 3X5(B1)1.5X4 3X8 3X6 1.5X4 6X81.5X4 5X6 5X6 7X6 3X6 5X6 5X81.5X4 1.5X4(**) 3X5(B1) **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; T3,T4 2x4 SP 2250f-1.9E; 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. (b) 2x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Plating Notes All plates are 3X4 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. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 442 /-17 /-/191 /150 /312 X 2353 /-/-/1410 /848 /- R 2743 /-/-/1448 /1066 /- Z 707 /-/-/495 /247 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 X Brg Width = 3.5 Min Req =2.4 R Brg Width = 3.5 Min Req =2.9 Z Brg Width = 7.6 Min Req =1.5 Bearings B, X, R, & 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 422 -286 C - D 970 -225 D - E 269 -521 E - F 289 -409 F - G 613 -1288 Chords Tens.Comp. G - H 398 -872 H - I 1246 -357 I - J 1300 -374 J - K 1308 -424 K - L 236 -739 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - T 558 -124 T - S 1312 -243 S - R 844 -185 Chords Tens.Comp. R - O 729 -1205 N - L 579 -131 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - X 368 -758 X - D 535 -1501 X - V 398 -890 D - V 1293 -307 V - F 374 -898 F - T 931 -292 Webs Tens.Comp. G - S 288 -693 S - H 489 -93 H - R 896 -2215 R - I 380 -938 O - N 591 -134 O - K 789 -1507 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 5.07 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):0.059 G 999 360 VERT(CL):0.119 G 999 240 HORZ(LL):0.030 N - - HORZ(TL):0.055 N - - Creep Factor: 2.0 Max TC CSI:0.885 Max BC CSI:0.562 Max Web CSI:0.842 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T5 Ply: 1 Qty:1 SEQN:185894 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T16 DrwNo:221.21.1132.51139 SSB /WHK 08/09/2021 T3 T4 9'10"4 25'6"15'3"12 5'3"1 5'3"1 10' 4'8"15 14'9"4 4'9"4 21'8"12 6'11"8 28'8"4 6'11"8 35'10"12 7'2"8 43'0"15 7'2"3 50'8" 7'7"1 5'1"5 5'1"5 9'10"4 4'8"15 14'5"8 4'7"4 21'5"4 6'11"12 28'4"12 6'11"8 36' 7'7"4 43'0"15 7'0"15 50'8" 7'7"11'1' 6"32'6'8"16'10"10(a)(b) (a) 8'1" 10'1" A B C D E F G H IJ K L M N O PQ RST U V WXY Z 5 12 3X5(B1)1.5X4 3X8 3X6 1.5X4 6X81.5X4 5X6 5X6 7X6 3X6 5X6 5X81.5X4 1.5X4(**) 3X5(B1) 08/09/2021 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 3X4 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. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 453 /-/-/192 /152 /350 AA 2390 /-/-/1469 /895 /- S 2487 /-/-/1344 /938 /- AC 811 /-/-/578 /323 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 AA Brg Width = 3.5 Min Req =2.4 S Brg Width = 3.5 Min Req =2.6 AC Brg Width = 7.6 Min Req =1.5 Bearings B, AA, S, & 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 376 -307 C - D 892 -248 D - E 333 -698 E - F 519 -989 F - G 675 -1290 Chords Tens.Comp. G - H 567 -1042 H - I 567 -1042 J - K 540 0 K - L 660 -96 L - M 380 -963 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Y - W 591 -184 W -V 877 -169 V - U 1306 -244 Chords Tens.Comp. T - S 419 -540 S - P 410 -562 O - M 778 -231 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AA 362 -740 AA- D 591 -1583 AA- Y 387 -811 D - Y 1370 -361 Y - E 368 -936 E - W 623 -168 F - W 177 -462 F - V 600 -221 G - U 165 -447 Webs Tens.Comp. H - U 303 -535 U - I 1438 -549 I - T 527 -1394 T - J 1477 -484 J - S 331 -1384 S - K 422 -892 P - O 802 -243 P - L 619 -1189 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 5.07 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 G 999 360 VERT(CL):0.109 G 999 240 HORZ(LL):0.022 O - - HORZ(TL):0.040 O - - Creep Factor: 2.0 Max TC CSI:0.937 Max BC CSI:0.542 Max Web CSI:0.664 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T6 Ply: 1 Qty:1 SEQN:185891 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T7 DrwNo:221.21.1132.51451 SSB /WHK 08/09/2021 9'10"4 25'6"15'3"12 5'2"11 5'2"11 10' 4'9"5 14'2" 4'2" 16'9"4 2'7"4 22'8"1 5'10"13 28'1"11 5'5"9 33'10"12 5'9"1 35'2"8 1'3"12 36' 9"8 43'0"15 7'0"15 50'8" 7'7"1 5'1"5 5'1"5 9'10"4 4'8"15 14'5"8 4'7"4 16'9"4 2'3"12 22'4"9 5'7"5 28'1"11 5'9"1 33'11"4 5'9"9 36' 2'0"12 43'0"15 7'0"15 50'8" 7'7"11'1' 6"32'7'6"17'8"10(a) 8'1" 10'1" A B C D E F G H I J K L M N O P QR STUVW X Y ZAAAB AC 5 12 3X5(B1)1.5X4 5X6 3X8 3X6 6X81.5X4 5X8 5X6 1.5X4 4X8 5X8 3X8 4X5 5X81.5X4 7X6 3X5(B1) **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 3X4 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. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 453 /-/-/192 /152 /350 AA 2390 /-/-/1469 /895 /- S 2487 /-/-/1344 /938 /- AC 811 /-/-/578 /323 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 AA Brg Width = 3.5 Min Req =2.4 S Brg Width = 3.5 Min Req =2.6 AC Brg Width = 7.6 Min Req =1.5 Bearings B, AA, S, & 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 376 -307 C - D 892 -248 D - E 333 -698 E - F 519 -989 F - G 675 -1290 Chords Tens.Comp. G - H 567 -1042 H - I 567 -1042 J - K 540 0 K - L 660 -96 L - M 380 -963 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Y - W 591 -184 W -V 877 -169 V - U 1306 -244 Chords Tens.Comp. T - S 419 -540 S - P 410 -562 O - M 778 -231 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AA 362 -740 AA- D 591 -1583 AA- Y 387 -811 D - Y 1370 -361 Y - E 368 -936 E - W 623 -168 F - W 177 -462 F - V 600 -221 G - U 165 -447 Webs Tens.Comp. H - U 303 -535 U - I 1438 -549 I - T 527 -1394 T - J 1477 -484 J - S 331 -1384 S - K 422 -892 P - O 802 -243 P - L 619 -1189 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 5.07 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 G 999 360 VERT(CL):0.109 G 999 240 HORZ(LL):0.022 O - - HORZ(TL):0.040 O - - Creep Factor: 2.0 Max TC CSI:0.937 Max BC CSI:0.542 Max Web CSI:0.664 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T6 Ply: 1 Qty:1 SEQN:185891 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T7 DrwNo:221.21.1132.51451 SSB /WHK 08/09/2021 9'10"4 25'6"15'3"12 5'2"11 5'2"11 10' 4'9"5 14'2" 4'2" 16'9"4 2'7"4 22'8"1 5'10"13 28'1"11 5'5"9 33'10"12 5'9"1 35'2"8 1'3"12 36' 9"8 43'0"15 7'0"15 50'8" 7'7"1 5'1"5 5'1"5 9'10"4 4'8"15 14'5"8 4'7"4 16'9"4 2'3"12 22'4"9 5'7"5 28'1"11 5'9"1 33'11"4 5'9"9 36' 2'0"12 43'0"15 7'0"15 50'8" 7'7"11'1' 6"32'7'6"17'8"10(a) 8'1" 10'1" A B C D E F G H I J K L M N O P QR STUVW X Y ZAAAB AC 5 12 3X5(B1)1.5X4 5X6 3X8 3X6 6X81.5X4 5X8 5X6 1.5X4 4X8 5X8 3X8 4X5 5X81.5X4 7X6 3X5(B1) 08/09/2021 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. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 627 /-/-/305 /293 /387 X 1968 /-/0 /1324 /698 /0 R 2587 /-/-/1426 /985 /- Z 809 /-/-/581 /329 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 X Brg Width = 3.5 Min Req =2.3 R Brg Width = 3.5 Min Req =2.7 Z Brg Width = 7.6 Min Req =1.5 Bearings B, X, R, & 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 372 -698 C - D 439 -328 D - E 419 -283 E - F 732 -1490 F - G 731 -1325 Chords Tens.Comp. G - H 731 -1325 H - I 363 -577 I - J 533 0 J - K 645 -76 K - L 393 -960 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 564 -251 Y - X 560 -253 W -U 1171 -314 U - T 1308 -235 Chords Tens.Comp. T - S 495 -96 S - R 399 -531 R - O 384 -533 N - L 775 -243 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - X 314 -675 X - W 570 -1615 D - W 285 -442 W -E 465 -1634 T - H 1188 -476 G - T 374 -662 Webs Tens.Comp. H - S 449 -1128 S - I 1518 -488 I - R 417 -1517 R - J 446 -949 O - N 799 -255 O - K 611 -1184 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 5.07 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 G 999 360 VERT(CL):0.107 G 999 240 HORZ(LL):0.017 N - - HORZ(TL):0.034 N - - Creep Factor: 2.0 Max TC CSI:0.933 Max BC CSI:0.785 Max Web CSI:0.722 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T7 Ply: 1 Qty:1 SEQN:185861 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T5 DrwNo:221.21.1132.51342 SSB /WHK 08/09/2021 9'10"4 25'6"15'3"12 5'2"11 5'2"11 9'10"4 4'7"9 14'4"10 4'6"6 18'9"4 4'4"10 25'4" 6'6"12 31'10"12 6'6"12 35'2"8 3'3"12 36' 9"8 43'0"15 7'0"15 50'8" 7'7"1 5'1"5 5'1"5 10'1"8 5'0"3 18'9"4 8'7"12 25'4" 6'6"12 31'10"12 6'6"12 36' 4'1"4 43'0"15 7'0"15 50'8" 7'7"11'1' 6"32'8'4"18'6"10(a) (a) (a) 8'1" 10'1" A B C D E F G H I J K L M N O PQ RSTU V W XY Z 5 12 3X5(B1) 5X6 6X65X5 4X4 5X8 3X4 5X8 5X8 4X5 4X5 3X4 3X4 5X8 3X4 7X6 3X5(B1) **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. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "W ARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 627 /-/-/305 /293 /387 X 1968 /-/0 /1324 /698 /0 R 2587 /-/-/1426 /985 /- Z 809 /-/-/581 /329 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 X Brg Width = 3.5 Min Req =2.3 R Brg Width = 3.5 Min Req =2.7 Z Brg Width = 7.6 Min Req =1.5 Bearings B, X, R, & 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 372 -698 C - D 439 -328 D - E 419 -283 E - F 732 -1490 F - G 731 -1325 Chords Tens.Comp. G - H 731 -1325 H - I 363 -577 I - J 533 0 J - K 645 -76 K - L 393 -960 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 564 -251 Y - X 560 -253 W -U 1171 -314 U - T 1308 -235 Chords Tens.Comp. T - S 495 -96 S - R 399 -531 R - O 384 -533 N - L 775 -243 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - X 314 -675 X - W 570 -1615 D - W 285 -442 W -E 465 -1634 T - H 1188 -476 G - T 374 -662 Webs Tens.Comp. H - S 449 -1128 S - I 1518 -488 I - R 417 -1517 R - J 446 -949 O - N 799 -255 O - K 611 -1184 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 5.07 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 G 999 360 VERT(CL):0.107 G 999 240 HORZ(LL):0.017 N - - HORZ(TL):0.034 N - - Creep Factor: 2.0 Max TC CSI:0.933 Max BC CSI:0.785 Max Web CSI:0.722 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T7 Ply: 1 Qty:1 SEQN:185861 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T5 DrwNo:221.21.1132.51342 SSB /WHK 08/09/2021 9'10"4 25'6"15'3"12 5'2"11 5'2"11 9'10"4 4'7"9 14'4"10 4'6"6 18'9"4 4'4"10 25'4" 6'6"12 31'10"12 6'6"12 35'2"8 3'3"12 36' 9"8 43'0"15 7'0"15 50'8" 7'7"1 5'1"5 5'1"5 10'1"8 5'0"3 18'9"4 8'7"12 25'4" 6'6"12 31'10"12 6'6"12 36' 4'1"4 43'0"15 7'0"15 50'8" 7'7"11'1' 6"32'8'4"18'6"10(a) (a) (a) 8'1" 10'1" A B C D E F G H I J K L M N O PQ RSTU V W XY Z 5 12 3X5(B1) 5X6 6X65X5 4X4 5X8 3X4 5X8 5X8 4X5 4X5 3X4 3X4 5X8 3X4 7X6 3X5(B1) 08/09/2021 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 612 /-/-/324 /106 /410 W 2069 /-/0 /1285 /923 /0 L 1410 /-/-/683 /555 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 W Brg Width = 3.5 Min Req =2.4 L 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 21 -667 D - E 389 -1265 E - F 471 -1333 F - G 710 -1724 Chords Tens.Comp. G - H 691 -1466 H - I 691 -1466 I - J 494 -992 J - K 415 -1008 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 535 -258 X - W 532 -259 S - Q 1684 -720 Chords Tens.Comp. Q - P 1514 -569 P - M 1029 -394 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - W 359 -691 W -V 777 -1707 V - D 753 -1629 D - S 1480 -602 S - F 326 -724 Webs Tens.Comp. H - P 261 -452 P - I 729 -275 I - M 222 -494 M - K 1238 -478 K - L 566 -1374 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.059 Q 999 360 VERT(CL):0.111 Q 999 240 HORZ(LL):0.026 L - - HORZ(TL):0.050 L - - Creep Factor: 2.0 Max TC CSI:0.400 Max BC CSI:0.852 Max Web CSI:0.548 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T8 Ply: 1 Qty:1 SEQN:185857 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T18 DrwNo:221.21.1132.51171 SSB /WHK 08/09/2021 9'10"4 25'4"4 5'2"11 5'2"11 10' 4'9"5 11'9"2 1'9"2 16'4"1 4'6"15 20'9"4 4'5"3 25'5"12 4'8"8 29'10"12 4'5" 31'7"12 1'9" 35'2"8 3'6"12 5'1"5 5'1"5 10'1"8 5'0"3 12'2"6 2'0"14 20'9"4 8'6"14 25'5"12 4'8"8 31'6" 6'0"4 35'2"8 3'8"81' 6"3 2'4'11"83'9'2"19'4"108'1" 10'1" A B C D E F G H I J K L MNOPQ RST U V WX 5 12 3X4(B1) 5X5 6X65X5 4X5 6X8 3X4 5X8 5X5 3X8 5X5 6X8 4X4 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; 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 612 /-/-/324 /106 /410 W 2069 /-/0 /1285 /923 /0 L 1410 /-/-/683 /555 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 W Brg Width = 3.5 Min Req =2.4 L 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 21 -667 D - E 389 -1265 E - F 471 -1333 F - G 710 -1724 Chords Tens.Comp. G - H 691 -1466 H - I 691 -1466 I - J 494 -992 J - K 415 -1008 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 535 -258 X - W 532 -259 S - Q 1684 -720 Chords Tens.Comp. Q - P 1514 -569 P - M 1029 -394 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - W 359 -691 W -V 777 -1707 V - D 753 -1629 D - S 1480 -602 S - F 326 -724 Webs Tens.Comp. H - P 261 -452 P - I 729 -275 I - M 222 -494 M - K 1238 -478 K - L 566 -1374 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.059 Q 999 360 VERT(CL):0.111 Q 999 240 HORZ(LL):0.026 L - - HORZ(TL):0.050 L - - Creep Factor: 2.0 Max TC CSI:0.400 Max BC CSI:0.852 Max Web CSI:0.548 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T8 Ply: 1 Qty:1 SEQN:185857 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T18 DrwNo:221.21.1132.51171 SSB /WHK 08/09/2021 9'10"4 25'4"4 5'2"11 5'2"11 10' 4'9"5 11'9"2 1'9"2 16'4"1 4'6"15 20'9"4 4'5"3 25'5"12 4'8"8 29'10"12 4'5" 31'7"12 1'9" 35'2"8 3'6"12 5'1"5 5'1"5 10'1"8 5'0"3 12'2"6 2'0"14 20'9"4 8'6"14 25'5"12 4'8"8 31'6" 6'0"4 35'2"8 3'8"81' 6"3 2'4'11"83'9'2"19'4"108'1" 10'1" A B C D E F G H I J K L MNOPQ RST U V WX 5 12 3X4(B1) 5X5 6X65X5 4X5 6X8 3X4 5X8 5X5 3X8 5X5 6X8 4X4 6X6 08/09/2021 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; Lt Slider: 2x4 SP #2; block length = 2.715' 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 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. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 480 /-/-/357 /209 /403 V 2298 /-/-/1600 /952 /- L 1378 /-/-/673 /540 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 V Brg Width = 7.6 Min Req =2.7 L Brg Width = -Min Req =- Bearings B & V are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 421 -691 C - D 847 -498 D - E 1053 -532 E - F 231 -893 F - G 657 -1780 Chords Tens.Comp. G - H 651 -1500 H - I 570 -1086 I - J 574 -1240 J - K 407 -987 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 700 -444 Y - X 638 -377 W -V 257 -808 T - R 853 -365 Chords Tens.Comp. R - Q 1566 -632 Q - P 1292 -473 P - M 877 -340 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - X 426 -1017 D - V 227 -503 V - E 578 -1367 V - T 376 -1067 E - T 1718 -751 Webs Tens.Comp. T - F 507 -1133 F - R 905 -278 J - M 340 -743 M - K 1205 -466 K - L 552 -1340 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.052 Q 999 360 VERT(CL):0.102 Q 999 240 HORZ(LL):0.026 L - - HORZ(TL):0.053 L - - Creep Factor: 2.0 Max TC CSI:0.487 Max BC CSI:0.428 Max Web CSI:0.534 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T9 Ply: 1 Qty:1 SEQN:185853 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T6 DrwNo:221.21.1132.50935 SSB /WHK 08/09/2021 9'5"13 25'8"11 4'5"12 4'5"12 8'8" 4'2"4 9'7"3 11"3 11'10"14 2'3"11 17'5"13 5'6"15 22'9"4 5'3"7 27'10"12 5'1"8 31'6" 3'7"4 35'2"8 3'8"8 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 12'2"6 3'6"6 17'2"5 4'11"15 22'9"4 5'6"15 27'9" 4'11"12 31'6" 3'9" 35'2"8 3'8"81' 6"3 2'4'11"81'7"63'10'0"110'2"10(a) 8'1" 10'1" A B C D E F G H I J K L MNOPQR STUVWX Y 5 12 2.5 12 4X6(F3) 1.5X4 3X3 4X4 3X8 5X6 6X81.5X4 5X8 5X5 3X8 5X5 6X81.5X4 4X4 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; Lt Slider: 2x4 SP #2; block length = 2.715' 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 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. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 480 /-/-/357 /209 /403 V 2298 /-/-/1600 /952 /- L 1378 /-/-/673 /540 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 V Brg Width = 7.6 Min Req =2.7 L Brg Width = -Min Req =- Bearings B & V are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 421 -691 C - D 847 -498 D - E 1053 -532 E - F 231 -893 F - G 657 -1780 Chords Tens.Comp. G - H 651 -1500 H - I 570 -1086 I - J 574 -1240 J - K 407 -987 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 700 -444 Y - X 638 -377 W -V 257 -808 T - R 853 -365 Chords Tens.Comp. R - Q 1566 -632 Q - P 1292 -473 P - M 877 -340 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - X 426 -1017 D - V 227 -503 V - E 578 -1367 V - T 376 -1067 E - T 1718 -751 Webs Tens.Comp. T - F 507 -1133 F - R 905 -278 J - M 340 -743 M - K 1205 -466 K - L 552 -1340 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.052 Q 999 360 VERT(CL):0.102 Q 999 240 HORZ(LL):0.026 L - - HORZ(TL):0.053 L - - Creep Factor: 2.0 Max TC CSI:0.487 Max BC CSI:0.428 Max Web CSI:0.534 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T9 Ply: 1 Qty:1 SEQN:185853 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T6 DrwNo:221.21.1132.50935 SSB /WHK 08/09/2021 9'5"13 25'8"11 4'5"12 4'5"12 8'8" 4'2"4 9'7"3 11"3 11'10"14 2'3"11 17'5"13 5'6"15 22'9"4 5'3"7 27'10"12 5'1"8 31'6" 3'7"4 35'2"8 3'8"8 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 12'2"6 3'6"6 17'2"5 4'11"15 22'9"4 5'6"15 27'9" 4'11"12 31'6" 3'9" 35'2"8 3'8"81' 6"3 2'4'11"81'7"63'10'0"110'2"10(a) 8'1" 10'1" A B C D E F G H I J K L MNOPQR STUVWX Y 5 12 2.5 12 4X6(F3) 1.5X4 3X3 4X4 3X8 5X6 6X81.5X4 5X8 5X5 3X8 5X5 6X81.5X4 4X4 6X6 08/09/2021 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; Lt Slider: 2x4 SP #2; block length = 2.715' 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. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 483 /-/-/347 /216 /437 U 2295 /-/-/1607 /952 /- L 1379 /-/-/670 /538 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 U Brg Width = 7.6 Min Req =2.7 L Brg Width = -Min Req =- Bearings B & U are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 437 -703 C - D 834 -502 D - E 1041 -537 E - F 243 -928 F - G 669 -1813 Chords Tens.Comp. G - H 590 -1309 H - I 608 -1108 I - J 589 -1294 J - K 413 -1001 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 718 -445 X - W 657 -379 V - U 262 -796 Chords Tens.Comp. S - Q 905 -389 Q - P 1571 -623 P - M 901 -353 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - W 425 -1015 D - U 240 -513 U - E 559 -1343 U - S 391 -1062 E - S 1779 -789 S - F 536 -1148 Webs Tens.Comp. F - Q 847 -240 G - P 318 -595 J - M 367 -757 M - K 1239 -484 K - L 550 -1342 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.054 G 999 360 VERT(CL):0.106 G 999 240 HORZ(LL):0.026 L - - HORZ(TL):0.052 L - - Creep Factor: 2.0 Max TC CSI:0.742 Max BC CSI:0.531 Max Web CSI:0.685 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T10 Ply: 1 Qty:1 SEQN:185849 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T19 DrwNo:221.21.1132.51233 SSB /WHK 08/09/2021 9'5"13 25'8"11 4'5"12 4'5"12 8'8" 4'2"4 9'7"9 11"9 11'10"8 2'2"15 18'9"3 6'10"11 24'9"4 6'0"1 25'10"12 1'1"8 31'6" 5'7"4 35'2"8 3'8"8 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 12'2"6 3'6"6 18'2"8 6'0"2 25'4" 7'1"8 31'6" 6'2" 35'2"8 3'8"81' 6"3 2'4'11"81'7"63'10'10"111'0"108'1" 10'1" A B C D E F G H I J K L MNOPQ RSTUVW X 5 12 2.5 12 4X6(F3) 1.5X4 3X3 4X4 3X8 4X5 6X81.5X4 5X5 5X10 5X5 3X10 5X5 6X81.5X4 4X4 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; Lt Slider: 2x4 SP #2; block length = 2.715' 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. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 483 /-/-/347 /216 /437 U 2295 /-/-/1607 /952 /- L 1379 /-/-/670 /538 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 U Brg Width = 7.6 Min Req =2.7 L Brg Width = -Min Req =- Bearings B & U are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 437 -703 C - D 834 -502 D - E 1041 -537 E - F 243 -928 F - G 669 -1813 Chords Tens.Comp. G - H 590 -1309 H - I 608 -1108 I - J 589 -1294 J - K 413 -1001 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 718 -445 X - W 657 -379 V - U 262 -796 Chords Tens.Comp. S - Q 905 -389 Q - P 1571 -623 P - M 901 -353 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - W 425 -1015 D - U 240 -513 U - E 559 -1343 U - S 391 -1062 E - S 1779 -789 S - F 536 -1148 Webs Tens.Comp. F - Q 847 -240 G - P 318 -595 J - M 367 -757 M - K 1239 -484 K - L 550 -1342 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.054 G 999 360 VERT(CL):0.106 G 999 240 HORZ(LL):0.026 L - - HORZ(TL):0.052 L - - Creep Factor: 2.0 Max TC CSI:0.742 Max BC CSI:0.531 Max Web CSI:0.685 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T10 Ply: 1 Qty:1 SEQN:185849 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T19 DrwNo:221.21.1132.51233 SSB /WHK 08/09/2021 9'5"13 25'8"11 4'5"12 4'5"12 8'8" 4'2"4 9'7"9 11"9 11'10"8 2'2"15 18'9"3 6'10"11 24'9"4 6'0"1 25'10"12 1'1"8 31'6" 5'7"4 35'2"8 3'8"8 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 12'2"6 3'6"6 18'2"8 6'0"2 25'4" 7'1"8 31'6" 6'2" 35'2"8 3'8"81' 6"3 2'4'11"81'7"63'10'10"111'0"108'1" 10'1" A B C D E F G H I J K L MNOPQ RSTUVW X 5 12 2.5 12 4X6(F3) 1.5X4 3X3 4X4 3X8 4X5 6X81.5X4 5X5 5X10 5X5 3X10 5X5 6X81.5X4 4X4 6X6 08/09/2021 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; Lt Slider: 2x4 SP #2; block length = 2.715' 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 3X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others 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. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 483 /-/-/343 /217 /446 T 2295 /-/-/1608 /952 /- K 1378 /-/-/668 /537 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 T Brg Width = 7.6 Min Req =2.7 K Brg Width = -Min Req =- Bearings B & T are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 441 -702 C - D 837 -503 D - E 1043 -538 E - F 245 -924 Chords Tens.Comp. F - G 669 -1813 G - H 590 -1308 H - I 589 -1292 I - J 413 -1003 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 721 -445 W -V 659 -378 U - T 262 -798 Chords Tens.Comp. R - P 901 -387 P - O 1572 -624 O - L 904 -354 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 425 -1015 D - T 240 -513 T - E 559 -1344 T - R 391 -1064 E - R 1777 -787 R - F 536 -1148 Webs Tens.Comp. F - P 852 -243 G - O 322 -601 I - L 368 -759 L - J 1242 -486 J - K 549 -1342 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.055 G 999 360 VERT(CL):0.107 G 999 240 HORZ(LL):0.026 K - - HORZ(TL):0.053 K - - Creep Factor: 2.0 Max TC CSI:0.756 Max BC CSI:0.531 Max Web CSI:0.535 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T11 Ply: 1 Qty:1 SEQN:185845 /SPEC FROM: Cust: R 761 JRef:1X7T7610019 T20 DrwNo:221.21.1132.51420 SSB /WHK 08/09/2021 9'5"13 25'8"11 4'5"12 4'5"12 8'8" 4'2"4 9'7"9 11"9 11'10"8 2'2"15 18'9"3 6'10"11 25'4" 6'6"13 31'6" 6'2" 35'2"8 3'8"8 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 12'2"6 3'6"6 18'5"11 6'3"5 25'4" 6'10"5 31'6" 6'2" 35'2"8 3'8"81' 6"3 2'4'11"81'7"63'11'0"1411'3"7(a) 8'1" 10'1" A B C D E F G H I J K LMNOP QRSTUV W 5 12 2.5 12 4X6(F3) 1.5X4 3X34X43X8 4X5 6X81.5X4 5X5 5X5 5X5 3X8 6X81.5X4 4X4 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; Lt Slider: 2x4 SP #2; block length = 2.715' 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 3X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others 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. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 483 /-/-/343 /217 /446 T 2295 /-/-/1608 /952 /- K 1378 /-/-/668 /537 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 T Brg Width = 7.6 Min Req =2.7 K Brg Width = -Min Req =- Bearings B & T are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 441 -702 C - D 837 -503 D - E 1043 -538 E - F 245 -924 Chords Tens.Comp. F - G 669 -1813 G - H 590 -1308 H - I 589 -1292 I - J 413 -1003 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 721 -445 W -V 659 -378 U - T 262 -798 Chords Tens.Comp. R - P 901 -387 P - O 1572 -624 O - L 904 -354 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 425 -1015 D - T 240 -513 T - E 559 -1344 T - R 391 -1064 E - R 1777 -787 R - F 536 -1148 Webs Tens.Comp. F - P 852 -243 G - O 322 -601 I - L 368 -759 L - J 1242 -486 J - K 549 -1342 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.055 G 999 360 VERT(CL):0.107 G 999 240 HORZ(LL):0.026 K - - HORZ(TL):0.053 K - - Creep Factor: 2.0 Max TC CSI:0.756 Max BC CSI:0.531 Max Web CSI:0.535 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T11 Ply: 1 Qty:1 SEQN:185845 /SPEC FROM: Cust: R 761 JRef:1X7T7610019 T20 DrwNo:221.21.1132.51420 SSB /WHK 08/09/2021 9'5"13 25'8"11 4'5"12 4'5"12 8'8" 4'2"4 9'7"9 11"9 11'10"8 2'2"15 18'9"3 6'10"11 25'4" 6'6"13 31'6" 6'2" 35'2"8 3'8"8 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 12'2"6 3'6"6 18'5"11 6'3"5 25'4" 6'10"5 31'6" 6'2" 35'2"8 3'8"81' 6"3 2'4'11"81'7"63'11'0"1411'3"7(a) 8'1" 10'1" A B C D E F G H I J K LMNOP QRSTUV W 5 12 2.5 12 4X6(F3) 1.5X4 3X34X43X8 4X5 6X81.5X4 5X5 5X5 5X5 3X8 6X81.5X4 4X4 6X6 08/09/2021 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; Lt Slider: 2x4 SP #2; block length = 2.715' 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 3X4 except as noted. 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. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 482 /-/-/341 /218 /447 T 2314 /-/-/1619 /957 /- K 1395 /-/-/681 /543 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 T Brg Width = 7.6 Min Req =2.7 K Brg Width = 3.5 Min Req =1.6 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 443 -698 C - D 848 -502 D - E 1054 -537 E - F 247 -932 Chords Tens.Comp. F - G 682 -1841 G - H 606 -1341 H - I 605 -1326 I - J 446 -1084 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 721 -444 W -V 660 -377 U - T 269 -809 Chords Tens.Comp. R - P 909 -385 P - O 1598 -629 O - L 973 -379 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 424 -1017 D - T 238 -512 T - E 563 -1359 T - R 398 -1075 E - R 1796 -792 R - F 541 -1161 Webs Tens.Comp. F - P 871 -250 G - O 320 -595 H - O 389 -131 I - L 354 -723 L - J 1272 -494 J - K 556 -1355 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.55 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 G 999 360 VERT(CL):0.110 G 999 240 HORZ(LL):0.027 K - - HORZ(TL):0.054 K - - Creep Factor: 2.0 Max TC CSI:0.757 Max BC CSI:0.535 Max Web CSI:0.514 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T12 Ply: 1 Qty:1 SEQN:185841 /SPEC FROM: Cust: R 761 JRef:1X7T7610019 T21 DrwNo:221.21.1132.51359 SSB /WHK 08/09/2021 9'5"13 26'0"3 4'5"12 4'5"12 8'8" 4'2"4 9'7"9 11"9 11'10"8 2'2"15 18'9"3 6'10"11 25'4" 6'6"13 31'6" 6'2" 35'6" 4' 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 12'2"6 3'6"6 18'5"11 6'3"5 25'4" 6'10"5 31'6" 6'2" 35'6" 4'1' 6"3 2'4'10"1'7"63'11'0"1411'3"7(a) 8'1" 10'1" A B C D E F G H I J K LMNOP QRSTUV W 5 12 2.5 12 4X6(F3) 1.5X4 3X3 4X4 3X8 4X5 6X81.5X4 5X5 5X5 5X5 3X8 6X81.5X4 4X4 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; Lt Slider: 2x4 SP #2; block length = 2.715' 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 3X4 except as noted. 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. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 482 /-/-/341 /218 /447 T 2314 /-/-/1619 /957 /- K 1395 /-/-/681 /543 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 T Brg Width = 7.6 Min Req =2.7 K Brg Width = 3.5 Min Req =1.6 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 443 -698 C - D 848 -502 D - E 1054 -537 E - F 247 -932 Chords Tens.Comp. F - G 682 -1841 G - H 606 -1341 H - I 605 -1326 I - J 446 -1084 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 721 -444 W -V 660 -377 U - T 269 -809 Chords Tens.Comp. R - P 909 -385 P - O 1598 -629 O - L 973 -379 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 424 -1017 D - T 238 -512 T - E 563 -1359 T - R 398 -1075 E - R 1796 -792 R - F 541 -1161 Webs Tens.Comp. F - P 871 -250 G - O 320 -595 H - O 389 -131 I - L 354 -723 L - J 1272 -494 J - K 556 -1355 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.55 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 G 999 360 VERT(CL):0.110 G 999 240 HORZ(LL):0.027 K - - HORZ(TL):0.054 K - - Creep Factor: 2.0 Max TC CSI:0.757 Max BC CSI:0.535 Max Web CSI:0.514 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T12 Ply: 1 Qty:1 SEQN:185841 /SPEC FROM: Cust: R 761 JRef:1X7T7610019 T21 DrwNo:221.21.1132.51359 SSB /WHK 08/09/2021 9'5"13 26'0"3 4'5"12 4'5"12 8'8" 4'2"4 9'7"9 11"9 11'10"8 2'2"15 18'9"3 6'10"11 25'4" 6'6"13 31'6" 6'2" 35'6" 4' 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 12'2"6 3'6"6 18'5"11 6'3"5 25'4" 6'10"5 31'6" 6'2" 35'6" 4'1' 6"3 2'4'10"1'7"63'11'0"1411'3"7(a) 8'1" 10'1" A B C D E F G H I J K LMNOP QRSTUV W 5 12 2.5 12 4X6(F3) 1.5X4 3X3 4X4 3X8 4X5 6X81.5X4 5X5 5X5 5X5 3X8 6X81.5X4 4X4 6X6 08/09/2021 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; Lt Slider: 2x4 SP #2; block length = 2.715' 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. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 495 /-/-/357 /203 /447 P 2276 /-/-/1562 /909 /- K 1532 /-/-/691 /560 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 P Brg Width = 7.6 Min Req =2.7 K Brg Width = 3.5 Min Req =1.8 Bearings B, P, & 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 387 -746 C - D 567 -355 D - E 713 -377 E - F 495 -1574 Chords Tens.Comp. F - G 640 -1683 G - H 588 -1291 H - I 590 -1294 I - J 422 -1110 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 777 -392 S - R 719 -328 Q - P 136 -519 P - O 175 -428 Chords Tens.Comp. O - N 1400 -543 N - M 1464 -526 M - L 987 -345 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 420 -961 D - P 185 -409 P - E 805 -1880 E - O 1849 -671 O - F 317 -652 Webs Tens.Comp. G - M 296 -582 H - M 463 -192 I - L 364 -743 L - J 1329 -460 J - K 574 -1499 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.55 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 N 999 360 VERT(CL):0.104 N 999 240 HORZ(LL):0.015 L - - HORZ(TL):0.027 L - - Creep Factor: 2.0 Max TC CSI:0.599 Max BC CSI:0.470 Max Web CSI:0.570 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T13 Ply: 1 Qty:2 SEQN:185833 /SPEC FROM: Cust: R 761 JRef:1X7T7610019 T22 DrwNo:221.21.1132.51530 SSB /WHK 08/09/2021 9'5"13 26'0"3 4'5"12 4'5"12 8'8" 4'2"4 9'7"9 11"9 14'10"9 5'3" 20'2"6 5'3"12 25'4" 5'1"10 30'5"10 5'1"10 35'6" 5'0"6 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 14'7"7 5'11"7 19'10"14 5'3"6 25'4" 5'5"2 30'9"2 5'5"2 35'6" 4'8"141' 6"3 2'4'10"1'7"611'0"1411'3"7(a) 8'1" 10'1" A B C D E F G H I J KLMNOPQR S 5 12 2.5 12 4X6(F3) 1.5X4 3X4 3X3 4X4 3X4 3X5 4X6 4X5 5X5 5X5 3X4 5X5 3X8 3X4 4X4 4X5 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 #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 2.715' 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. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 495 /-/-/357 /203 /447 P 2276 /-/-/1562 /909 /- K 1532 /-/-/691 /560 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 P Brg Width = 7.6 Min Req =2.7 K Brg Width = 3.5 Min Req =1.8 Bearings B, P, & 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 387 -746 C - D 567 -355 D - E 713 -377 E - F 495 -1574 Chords Tens.Comp. F - G 640 -1683 G - H 588 -1291 H - I 590 -1294 I - J 422 -1110 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 777 -392 S - R 719 -328 Q - P 136 -519 P - O 175 -428 Chords Tens.Comp. O - N 1400 -543 N - M 1464 -526 M - L 987 -345 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 420 -961 D - P 185 -409 P - E 805 -1880 E - O 1849 -671 O - F 317 -652 Webs Tens.Comp. G - M 296 -582 H - M 463 -192 I - L 364 -743 L - J 1329 -460 J - K 574 -1499 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.55 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 N 999 360 VERT(CL):0.104 N 999 240 HORZ(LL):0.015 L - - HORZ(TL):0.027 L - - Creep Factor: 2.0 Max TC CSI:0.599 Max BC CSI:0.470 Max Web CSI:0.570 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T13 Ply: 1 Qty:2 SEQN:185833 /SPEC FROM: Cust: R 761 JRef:1X7T7610019 T22 DrwNo:221.21.1132.51530 SSB /WHK 08/09/2021 9'5"13 26'0"3 4'5"12 4'5"12 8'8" 4'2"4 9'7"9 11"9 14'10"9 5'3" 20'2"6 5'3"12 25'4" 5'1"10 30'5"10 5'1"10 35'6" 5'0"6 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 14'7"7 5'11"7 19'10"14 5'3"6 25'4" 5'5"2 30'9"2 5'5"2 35'6" 4'8"141' 6"3 2'4'10"1'7"611'0"1411'3"7(a) 8'1" 10'1" A B C D E F G H I J KLMNOPQR S 5 12 2.5 12 4X6(F3) 1.5X4 3X4 3X3 4X4 3X4 3X5 4X6 4X5 5X5 5X5 3X4 5X5 3X8 3X4 4X4 4X5 2X6 08/09/2021 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; Lt Slider: 2x4 SP #2; block length = 2.715' 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 3X4 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. Left bottom chord exposed to wind. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 500 /-/-/361 /201 /437 Q 2205 /-/-/1559 /908 /- L 1434 /-/-/694 /560 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 Q Brg Width = 7.6 Min Req =2.6 L Brg Width = 3.5 Min Req =1.7 Bearings B, Q, & 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 384 -763 C - D 543 -352 D - E 690 -373 E - F 498 -1502 F - G 641 -1572 Chords Tens.Comp. G - H 588 -1206 H - I 593 -1040 I - J 589 -1208 J - K 422 -1028 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 775 -393 T - S 718 -330 R - Q 133 -496 Q - P 174 -420 Chords Tens.Comp. P - O 1333 -547 O - N 1360 -526 N - M 910 -345 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 420 -957 D - Q 188 -421 Q - E 794 -1795 E - P 1772 -677 P - F 319 -613 Webs Tens.Comp. G - N 289 -537 J - M 364 -735 M - K 1224 -460 K - L 574 -1396 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.55 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):0.050 O 999 360 VERT(CL):0.096 O 999 240 HORZ(LL):0.013 M - - HORZ(TL):0.026 M - - Creep Factor: 2.0 Max TC CSI:0.582 Max BC CSI:0.374 Max Web CSI:0.564 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T14 Ply: 1 Qty:1 SEQN:185837 HIPS FROM: Cust: R 761 JRef:1X7T7610019 T23 DrwNo:221.21.1132.50905 AK /WHK 08/09/2021 9'5"13 26'0"3 4'5"12 4'5"12 8'8" 4'2"4 9'7"3 11"3 14'10"15 5'3"12 20'2"6 5'3"6 24'9"4 4'6"14 25'10"12 1'1"8 30'5"10 4'6"14 35'6" 5'0"6 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 14'7"7 5'11"7 19'9"8 5'2" 25'4" 5'6"8 30'9"2 5'5"2 35'6" 4'8"141' 6"3 2'4'10"1'7"610'10"111'0"10(a) 8'1" 10'1" A B C D E F G H I J K LMNOPQRS T 5 12 2.5 12 4X6(F3) 1.5X4 3X34X4 3X5 5X8 4X5 5X6 5X5 3X10 5X5 3X5 4X5 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 #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 2.715' 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 3X4 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. Left bottom chord exposed to wind. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 500 /-/-/361 /201 /437 Q 2205 /-/-/1559 /908 /- L 1434 /-/-/694 /560 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 Q Brg Width = 7.6 Min Req =2.6 L Brg Width = 3.5 Min Req =1.7 Bearings B, Q, & 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 384 -763 C - D 543 -352 D - E 690 -373 E - F 498 -1502 F - G 641 -1572 Chords Tens.Comp. G - H 588 -1206 H - I 593 -1040 I - J 589 -1208 J - K 422 -1028 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 775 -393 T - S 718 -330 R - Q 133 -496 Q - P 174 -420 Chords Tens.Comp. P - O 1333 -547 O - N 1360 -526 N - M 910 -345 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 420 -957 D - Q 188 -421 Q - E 794 -1795 E - P 1772 -677 P - F 319 -613 Webs Tens.Comp. G - N 289 -537 J - M 364 -735 M - K 1224 -460 K - L 574 -1396 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.55 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):0.050 O 999 360 VERT(CL):0.096 O 999 240 HORZ(LL):0.013 M - - HORZ(TL):0.026 M - - Creep Factor: 2.0 Max TC CSI:0.582 Max BC CSI:0.374 Max Web CSI:0.564 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T14 Ply: 1 Qty:1 SEQN:185837 HIPS FROM: Cust: R 761 JRef:1X7T7610019 T23 DrwNo:221.21.1132.50905 AK /WHK 08/09/2021 9'5"13 26'0"3 4'5"12 4'5"12 8'8" 4'2"4 9'7"3 11"3 14'10"15 5'3"12 20'2"6 5'3"6 24'9"4 4'6"14 25'10"12 1'1"8 30'5"10 4'6"14 35'6" 5'0"6 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 14'7"7 5'11"7 19'9"8 5'2" 25'4" 5'6"8 30'9"2 5'5"2 35'6" 4'8"141' 6"3 2'4'10"1'7"610'10"111'0"10(a) 8'1" 10'1" A B C D E F G H I J K LMNOPQRS T 5 12 2.5 12 4X6(F3) 1.5X4 3X34X4 3X5 5X8 4X5 5X6 5X5 3X10 5X5 3X5 4X5 2X6 08/09/2021 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; Lt Slider: 2x4 SP #2; block length = 2.715' 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. Left bottom chord exposed to wind. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 507 /-/-/378 /198 /403 O 2187 /-/-/1541 /902 /- K 1438 /-/-/700 /564 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 O Brg Width = 7.6 Min Req =2.6 K Brg Width = 3.5 Min Req =1.7 Bearings B, O, & 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 377 -792 C - D 483 -326 D - E 629 -349 E - F 562 -1645 Chords Tens.Comp. F - G 621 -1468 G - H 552 -1032 H - I 554 -1188 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 778 -400 R - Q 730 -347 P - O 113 -430 O - N 167 -377 Chords Tens.Comp. N - M 1446 -595 M - L 1235 -456 L - K 759 -308 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 417 -945 D - O 190 -404 O - E 814 -1803 E - N 1788 -676 Webs Tens.Comp. N - F 296 -480 L - I 496 -123 I - K 588 -1449 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.55 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):0.048 M 999 360 VERT(CL):0.091 M 999 240 HORZ(LL):0.017 K - - HORZ(TL):0.033 K - - Creep Factor: 2.0 Max TC CSI:0.753 Max BC CSI:0.614 Max Web CSI:0.540 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T15 Ply: 1 Qty:1 SEQN:185829 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T24 DrwNo:221.21.1132.50921 AK /WHK 08/09/2021 9'5"13 26'0"3 4'5"12 4'5"12 8'8" 4'2"4 9'7"3 11"3 15'10"6 6'3"3 22'9"4 6'10"14 27'10"12 5'1"8 31'8"6 3'9"10 35'6" 3'9"10 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 15'6"14 6'10"14 22'9"4 7'2"6 27'9" 4'11"12 35'6" 7'9"1' 6"3 2'4'10"1'7"610'0"110'2"10(a) (a) (a) 8'1" 10'1" A B C D E F G H I J KLMNOPQ R 5 12 2.5 12 4X6(F3) 1.5X4 3X4 3X3 4X4 3X4 3X5 5X6 4X5 3X4 5X8 5X5 3X8 5X5 3X5 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; Lt Slider: 2x4 SP #2; block length = 2.715' 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. Left bottom chord exposed to wind. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 507 /-/-/378 /198 /403 O 2187 /-/-/1541 /902 /- K 1438 /-/-/700 /564 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 O Brg Width = 7.6 Min Req =2.6 K Brg Width = 3.5 Min Req =1.7 Bearings B, O, & 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 377 -792 C - D 483 -326 D - E 629 -349 E - F 562 -1645 Chords Tens.Comp. F - G 621 -1468 G - H 552 -1032 H - I 554 -1188 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 778 -400 R - Q 730 -347 P - O 113 -430 O - N 167 -377 Chords Tens.Comp. N - M 1446 -595 M - L 1235 -456 L - K 759 -308 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 417 -945 D - O 190 -404 O - E 814 -1803 E - N 1788 -676 Webs Tens.Comp. N - F 296 -480 L - I 496 -123 I - K 588 -1449 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.55 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):0.048 M 999 360 VERT(CL):0.091 M 999 240 HORZ(LL):0.017 K - - HORZ(TL):0.033 K - - Creep Factor: 2.0 Max TC CSI:0.753 Max BC CSI:0.614 Max Web CSI:0.540 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T15 Ply: 1 Qty:1 SEQN:185829 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T24 DrwNo:221.21.1132.50921 AK /WHK 08/09/2021 9'5"13 26'0"3 4'5"12 4'5"12 8'8" 4'2"4 9'7"3 11"3 15'10"6 6'3"3 22'9"4 6'10"14 27'10"12 5'1"8 31'8"6 3'9"10 35'6" 3'9"10 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 15'6"14 6'10"14 22'9"4 7'2"6 27'9" 4'11"12 35'6" 7'9"1' 6"3 2'4'10"1'7"610'0"110'2"10(a) (a) (a) 8'1" 10'1" A B C D E F G H I J KLMNOPQ R 5 12 2.5 12 4X6(F3) 1.5X4 3X4 3X3 4X4 3X4 3X5 5X6 4X5 3X4 5X8 5X5 3X8 5X5 3X5 1.5X4 6X6 08/09/2021 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; Lt Slider: 2x4 SP #2; block length = 2.715' 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. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 499 /-/-/385 /192 /384 P 2213 /-/-/1536 /910 /- K 1433 /-/-/694 /564 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 P Brg Width = 7.6 Min Req =2.6 K Brg Width = 3.5 Min Req =1.7 Bearings B, P, & 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 364 -762 C - D 548 -352 D - E 700 -372 E - F 501 -1503 Chords Tens.Comp. F - G 637 -1555 G - H 631 -1294 H - I 631 -1294 I - J 461 -1118 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 748 -401 S - R 691 -339 Q - P 125 -501 P - O 163 -434 Chords Tens.Comp. O - N 1340 -555 N - M 1332 -510 M - L 954 -357 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 421 -958 D - P 192 -439 P - E 780 -1783 E - O 1802 -693 O - F 334 -618 Webs Tens.Comp. H - M 239 -380 M - I 614 -255 I - L 336 -650 L - J 1227 -459 J - K 582 -1388 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.55 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):0.051 N 999 360 VERT(CL):0.097 N 999 240 HORZ(LL):0.013 L - - HORZ(TL):0.024 L - - Creep Factor: 2.0 Max TC CSI:0.726 Max BC CSI:0.398 Max Web CSI:0.540 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T16 Ply: 1 Qty:1 SEQN:185825 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T25 DrwNo:221.21.1132.50951 SSB /WHK 08/09/2021 9'5"13 26'0"3 4'5"12 4'5"12 8'8" 4'2"4 9'7"3 11"3 14'10"6 5'3"3 20'9"4 5'10"14 25'4" 4'6"12 29'10"12 4'6"12 35'6" 5'7"4 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 14'6"14 5'10"14 20'9"4 6'2"6 25'4" 4'6"12 29'10"12 4'6"12 35'6" 5'7"41' 6"3 2'4'10"1'7"69'2"19'4"108'1" 10'1" A B C D E F G H I J KLMNOPQR S 5 12 2.5 12 4X6(F3) 1.5X4 3X4 3X3 4X4 3X4 3X5 5X8 4X5 3X4 5X8 5X5 1.5X4 3X8 5X8 3X5 4X4 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 #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 2.715' 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. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 499 /-/-/385 /192 /384 P 2213 /-/-/1536 /910 /- K 1433 /-/-/694 /564 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 P Brg Width = 7.6 Min Req =2.6 K Brg Width = 3.5 Min Req =1.7 Bearings B, P, & 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 364 -762 C - D 548 -352 D - E 700 -372 E - F 501 -1503 Chords Tens.Comp. F - G 637 -1555 G - H 631 -1294 H - I 631 -1294 I - J 461 -1118 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 748 -401 S - R 691 -339 Q - P 125 -501 P - O 163 -434 Chords Tens.Comp. O - N 1340 -555 N - M 1332 -510 M - L 954 -357 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 421 -958 D - P 192 -439 P - E 780 -1783 E - O 1802 -693 O - F 334 -618 Webs Tens.Comp. H - M 239 -380 M - I 614 -255 I - L 336 -650 L - J 1227 -459 J - K 582 -1388 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.55 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):0.051 N 999 360 VERT(CL):0.097 N 999 240 HORZ(LL):0.013 L - - HORZ(TL):0.024 L - - Creep Factor: 2.0 Max TC CSI:0.726 Max BC CSI:0.398 Max Web CSI:0.540 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T16 Ply: 1 Qty:1 SEQN:185825 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T25 DrwNo:221.21.1132.50951 SSB /WHK 08/09/2021 9'5"13 26'0"3 4'5"12 4'5"12 8'8" 4'2"4 9'7"3 11"3 14'10"6 5'3"3 20'9"4 5'10"14 25'4" 4'6"12 29'10"12 4'6"12 35'6" 5'7"4 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 14'6"14 5'10"14 20'9"4 6'2"6 25'4" 4'6"12 29'10"12 4'6"12 35'6" 5'7"41' 6"3 2'4'10"1'7"69'2"19'4"108'1" 10'1" A B C D E F G H I J KLMNOPQR S 5 12 2.5 12 4X6(F3) 1.5X4 3X4 3X3 4X4 3X4 3X5 5X8 4X5 3X4 5X8 5X5 1.5X4 3X8 5X8 3X5 4X4 2X6 08/09/2021 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; Lt Slider: 2x4 SP #2; block length = 2.715' 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. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 485 /-/-/377 /192 /334 P 2361 /-/-/1596 /957 /- K 1546 /-/-/777 /603 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 P Brg Width = 7.6 Min Req =2.8 K Brg Width = 3.5 Min Req =1.8 Bearings B, P, & 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 365 -710 C - D 685 -368 D - E 842 -387 E - F 482 -1410 Chords Tens.Comp. F - G 723 -1779 G - H 823 -1808 H - I 823 -1808 I - J 566 -1409 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 731 -392 S - R 670 -324 Q - P 192 -642 P - O 194 -561 Chords Tens.Comp. O - N 1283 -501 N - M 1565 -581 M - L 1220 -452 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 422 -988 D - P 184 -436 P - E 816 -1938 E - O 1922 -737 O - F 400 -853 F - N 429 -119 Webs Tens.Comp. H - M 374 -634 M - I 798 -335 I - L 337 -632 L - J 1428 -526 J - K 620 -1499 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.76 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):0.074 H 999 360 VERT(CL):0.140 H 999 240 HORZ(LL):0.016 K - - HORZ(TL):0.031 K - - Creep Factor: 2.0 Max TC CSI:0.776 Max BC CSI:0.473 Max Web CSI:0.446 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T17 Ply: 1 Qty:1 SEQN:185819 HIPS FROM: Cust: R 761 JRef:1X7T7610019 T26 DrwNo:221.21.1134.40857 AK /WHK 08/09/2021 9'5"13 28'1"11 4'5"12 4'5"12 8'7"10 4'1"14 9'7"9 11"15 13'10"6 4'2"13 18'9"4 4'10"14 25'4" 6'6"12 31'10"12 6'6"12 37'7"8 5'8"12 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 13'6"6 4'10"6 18'9"4 5'2"14 25'4" 6'6"12 31'10"12 6'6"12 37'7"8 5'8"121' 6"3 2'3'11"61'7"68'4"18'6"108'1" 10'1" A B C D E F G H I J KLMNOPQR S 5 12 2.5 12 4X6(F3) 1.5X4 3X4 3X3 4X4 5X5 3X5 4X6 3X8 3X4 5X8 3X4 1.5X4 5X8 5X8 4X4 4X5 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 #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 2.715' 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. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 485 /-/-/377 /192 /334 P 2361 /-/-/1596 /957 /- K 1546 /-/-/777 /603 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 P Brg Width = 7.6 Min Req =2.8 K Brg Width = 3.5 Min Req =1.8 Bearings B, P, & 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 365 -710 C - D 685 -368 D - E 842 -387 E - F 482 -1410 Chords Tens.Comp. F - G 723 -1779 G - H 823 -1808 H - I 823 -1808 I - J 566 -1409 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 731 -392 S - R 670 -324 Q - P 192 -642 P - O 194 -561 Chords Tens.Comp. O - N 1283 -501 N - M 1565 -581 M - L 1220 -452 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 422 -988 D - P 184 -436 P - E 816 -1938 E - O 1922 -737 O - F 400 -853 F - N 429 -119 Webs Tens.Comp. H - M 374 -634 M - I 798 -335 I - L 337 -632 L - J 1428 -526 J - K 620 -1499 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.76 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):0.074 H 999 360 VERT(CL):0.140 H 999 240 HORZ(LL):0.016 K - - HORZ(TL):0.031 K - - Creep Factor: 2.0 Max TC CSI:0.776 Max BC CSI:0.473 Max Web CSI:0.446 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T17 Ply: 1 Qty:1 SEQN:185819 HIPS FROM: Cust: R 761 JRef:1X7T7610019 T26 DrwNo:221.21.1134.40857 AK /WHK 08/09/2021 9'5"13 28'1"11 4'5"12 4'5"12 8'7"10 4'1"14 9'7"9 11"15 13'10"6 4'2"13 18'9"4 4'10"14 25'4" 6'6"12 31'10"12 6'6"12 37'7"8 5'8"12 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 13'6"6 4'10"6 18'9"4 5'2"14 25'4" 6'6"12 31'10"12 6'6"12 37'7"8 5'8"121' 6"3 2'3'11"61'7"68'4"18'6"108'1" 10'1" A B C D E F G H I J KLMNOPQR S 5 12 2.5 12 4X6(F3) 1.5X4 3X4 3X3 4X4 5X5 3X5 4X6 3X8 3X4 5X8 3X4 1.5X4 5X8 5X8 4X4 4X5 2X6 08/09/2021 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; Lt Slider: 2x4 SP #2; block length = 2.715' 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. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 487 /-/-/254 /79 /349 Q 2381 /-/-/1395 /1026 /- L 1534 /-/-/750 /597 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 Q Brg Width = 7.6 Min Req =2.8 L Brg Width = 3.5 Min Req =1.8 Bearings B, Q, & 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 18 -711 C - D 693 -384 D - E 854 -455 E - F 908 -414 F - G 646 -1685 Chords Tens.Comp. G - H 863 -2022 H - I 811 -1878 I - J 811 -1878 J - K 451 -1124 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 596 -302 T - S 602 -313 R - Q 213 -648 Q - P 942 -358 Chords Tens.Comp. P - O 1495 -553 O - N 2043 -784 N - M 991 -374 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 486 -985 D - Q 252 -408 Q - F 1015 -2365 F - P 805 -255 G - P 221 -393 G - O 747 -306 Webs Tens.Comp. O - H 250 -401 N - J 1195 -464 I - N 306 -526 J - M 405 -860 M - K 1380 -520 K - L 607 -1508 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.76 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):0.084 H 999 360 VERT(CL):0.160 H 999 240 HORZ(LL):0.024 L - - HORZ(TL):0.045 L - - Creep Factor: 2.0 Max TC CSI:0.614 Max BC CSI:0.523 Max Web CSI:0.936 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T18 Ply: 1 Qty:1 SEQN:185815 HIPS FROM: Cust: R 761 JRef:1X7T7610019 T27 DrwNo:221.21.1134.43717 AK /WHK 08/09/2021 9'5"13 28'1"11 4'5"6 4'5"6 8'8" 4'2"10 9'5"13 9"13 12'8"10 3'2"13 16'9"4 4'0"10 22'8"1 5'10"13 28'1"11 5'5"9 33'10"12 5'9"1 37'7"8 3'8"12 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 16'9"4 8'1"4 22'4"9 5'7"5 28'1"11 5'9"1 33'10"12 5'9"1 37'7"8 3'8"121' 6"3 2'3'11"61'7"67'6"17'8"108'1" 10'1" A B C D E F G H I J K LMNOPQRS T 5 12 2.5 12 4X6(F3) 5X5 3X3 4X4 3X4 5X8 3X8 5X8 3X4 5X5 3X4 3X10 5X8 4X4 4X5 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 #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 2.715' 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. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 487 /-/-/254 /79 /349 Q 2381 /-/-/1395 /1026 /- L 1534 /-/-/750 /597 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 Q Brg Width = 7.6 Min Req =2.8 L Brg Width = 3.5 Min Req =1.8 Bearings B, Q, & 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 18 -711 C - D 693 -384 D - E 854 -455 E - F 908 -414 F - G 646 -1685 Chords Tens.Comp. G - H 863 -2022 H - I 811 -1878 I - J 811 -1878 J - K 451 -1124 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 596 -302 T - S 602 -313 R - Q 213 -648 Q - P 942 -358 Chords Tens.Comp. P - O 1495 -553 O - N 2043 -784 N - M 991 -374 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 486 -985 D - Q 252 -408 Q - F 1015 -2365 F - P 805 -255 G - P 221 -393 G - O 747 -306 Webs Tens.Comp. O - H 250 -401 N - J 1195 -464 I - N 306 -526 J - M 405 -860 M - K 1380 -520 K - L 607 -1508 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.76 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):0.084 H 999 360 VERT(CL):0.160 H 999 240 HORZ(LL):0.024 L - - HORZ(TL):0.045 L - - Creep Factor: 2.0 Max TC CSI:0.614 Max BC CSI:0.523 Max Web CSI:0.936 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T18 Ply: 1 Qty:1 SEQN:185815 HIPS FROM: Cust: R 761 JRef:1X7T7610019 T27 DrwNo:221.21.1134.43717 AK /WHK 08/09/2021 9'5"13 28'1"11 4'5"6 4'5"6 8'8" 4'2"10 9'5"13 9"13 12'8"10 3'2"13 16'9"4 4'0"10 22'8"1 5'10"13 28'1"11 5'5"9 33'10"12 5'9"1 37'7"8 3'8"12 7"10 7"10 4'4" 3'8"6 8'8" 4'4" 16'9"4 8'1"4 22'4"9 5'7"5 28'1"11 5'9"1 33'10"12 5'9"1 37'7"8 3'8"121' 6"3 2'3'11"61'7"67'6"17'8"108'1" 10'1" A B C D E F G H I J K LMNOPQRS T 5 12 2.5 12 4X6(F3) 5X5 3X3 4X4 3X4 5X8 3X8 5X8 3X4 5X5 3X4 3X10 5X8 4X4 4X5 2X6 08/09/2021 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; T1 2x4 SP 2250f-1.9E; 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 717 /-/-/422 /168 /349 P 2704 /-/-/1451 /1118 /- J 1083 /-/-/524 /412 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 P Brg Width = 3.5 Min Req =2.8 J Brg Width = 3.5 Min Req =1.5 Bearings B, P, & 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 204 -759 C - D 979 -387 E - F 437 -1100 Chords Tens.Comp. F - G 437 -1100 G - H 479 -1179 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 596 -290 Q - P 592 -292 Chords Tens.Comp. L - K 1212 -463 K - J 376 -152 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 621 -1234 D - P 728 -1599 D - N 1270 -509 P - N 381 -968 N - E 570 -1251 Webs Tens.Comp. E - L 1193 -451 F - L 287 -494 G - K 298 -504 K - H 1031 -381 H - J 415 -1005 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.76 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):0.048 F 999 360 VERT(CL):0.094 F 999 240 HORZ(LL):0.016 J - - HORZ(TL):0.030 J - - Creep Factor: 2.0 Max TC CSI:0.659 Max BC CSI:0.494 Max Web CSI:0.590 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T19 Ply: 1 Qty:1 SEQN:185809 HIPS FROM: Cust: R 761 JRef:1X7T7610019 T28 DrwNo:221.21.1134.45920 AK /WHK 08/09/2021 T1 14'9"12 22'9"12 7'7"11 7'7"11 14'9"4 7'1"9 19'0"8 4'3"4 24'7"5 5'6"13 30'2"3 5'6"13 35'10"12 5'8"9 37'7"8 1'8"12 7'5"15 7'5"15 14'11" 7'5"1 19'4" 4'5" 24'7"5 5'3"5 30'5"11 5'10"5 37'7"8 7'1"131' 6"3 2'3'11"66'8"16'10"10(a) (a) 8'1" 10'1" A B C D E F G H I JKL M N OPQ 5 12 3X4(B1)5X5 3X4 5X8 4X7 6X81.5X4 3X5 5X5 3X10 3X4 5X5 5X5 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; T1 2x4 SP 2250f-1.9E; 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 717 /-/-/422 /168 /349 P 2704 /-/-/1451 /1118 /- J 1083 /-/-/524 /412 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 P Brg Width = 3.5 Min Req =2.8 J Brg Width = 3.5 Min Req =1.5 Bearings B, P, & 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 204 -759 C - D 979 -387 E - F 437 -1100 Chords Tens.Comp. F - G 437 -1100 G - H 479 -1179 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 596 -290 Q - P 592 -292 Chords Tens.Comp. L - K 1212 -463 K - J 376 -152 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 621 -1234 D - P 728 -1599 D - N 1270 -509 P - N 381 -968 N - E 570 -1251 Webs Tens.Comp. E - L 1193 -451 F - L 287 -494 G - K 298 -504 K - H 1031 -381 H - J 415 -1005 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.76 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):0.048 F 999 360 VERT(CL):0.094 F 999 240 HORZ(LL):0.016 J - - HORZ(TL):0.030 J - - Creep Factor: 2.0 Max TC CSI:0.659 Max BC CSI:0.494 Max Web CSI:0.590 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T19 Ply: 1 Qty:1 SEQN:185809 HIPS FROM: Cust: R 761 JRef:1X7T7610019 T28 DrwNo:221.21.1134.45920 AK /WHK 08/09/2021 T1 14'9"12 22'9"12 7'7"11 7'7"11 14'9"4 7'1"9 19'0"8 4'3"4 24'7"5 5'6"13 30'2"3 5'6"13 35'10"12 5'8"9 37'7"8 1'8"12 7'5"15 7'5"15 14'11" 7'5"1 19'4" 4'5" 24'7"5 5'3"5 30'5"11 5'10"5 37'7"8 7'1"131' 6"3 2'3'11"66'8"16'10"10(a) (a) 8'1" 10'1" A B C D E F G H I JKL M N OPQ 5 12 3X4(B1)5X5 3X4 5X8 4X7 6X81.5X4 3X5 5X5 3X10 3X4 5X5 5X5 1.5X4 6X6 08/09/2021 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; T1 2x4 SP 2250f-1.9E; 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. (**) 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 421 /-/-/251 /25 /341 P 2921 /-/-/1646 /1312 /- M 1212 /-/-/616 /487 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 P Brg Width = 3.5 Min Req =3.1 M Brg Width = 3.5 Min Req =1.5 Bearings B, P, & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 568 -404 E - F 1362 -717 F - G 1217 -616 Chords Tens.Comp. G - H 417 -520 H - I 226 -786 I - J 226 -786 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - V 198 -454 V - T 140 -407 T - Q 140 -416 Chords Tens.Comp. P - O 676 -1331 O - N 564 -387 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - Q 520 -1052 F - Q 345 -677 Q - P 784 -1535 Q - G 563 -232 P - G 1015 -2125 G - O 1814 -774 Webs Tens.Comp. O - H 553 -1021 H - N 581 -285 I - N 363 -631 N - J 927 -273 J - M 471 -1118 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.76 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):0.130 U 999 360 VERT(CL):0.260 U 671 240 HORZ(LL):0.042 X - - HORZ(TL):0.086 X - - Creep Factor: 2.0 Max TC CSI:0.925 Max BC CSI:0.503 Max Web CSI:0.882 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T20 Ply: 1 Qty:1 SEQN:185805 HIPM FROM: Cust: R 761 JRef:1X7T7610019 T32 DrwNo:221.21.1134.52867 AK /WHK 08/09/2021 T1 14'9"12 20'9"12 2' 11"11 11"11 7'8"13 6'9"2 12'9"4 5'0"7 14'9"12 2'0"8 21'10"3 7'0"7 28'7"1 6'8"15 35'4" 6'8"15 37'7"8 2'3"8 11"11 11"11 1'5"15 6"4 2'8"6 1'2"7 7'7"1 4'10"11 12'9"4 5'2"3 14'8" 1'10"12 21'6"11 6'10"11 28'7"1 7'0"7 35'7"8 7'0"7 37'7"8 2'1' 6"3 5'10"18"6'0"10(a)(a) 8'1"A B C D E F G H I J K LMNOP Q R ST UVWX 5 12 3X4(B1) 3X3 1.5X4(**) 1.5X6 3X4 5X5 5X8 4X5 5X8 5X8 3X4 5X5 3X8 3X4 3X4 4X4 **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; T1 2x4 SP 2250f-1.9E; 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. (**) 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 421 /-/-/251 /25 /341 P 2921 /-/-/1646 /1312 /- M 1212 /-/-/616 /487 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 P Brg Width = 3.5 Min Req =3.1 M Brg Width = 3.5 Min Req =1.5 Bearings B, P, & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 568 -404 E - F 1362 -717 F - G 1217 -616 Chords Tens.Comp. G - H 417 -520 H - I 226 -786 I - J 226 -786 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - V 198 -454 V - T 140 -407 T - Q 140 -416 Chords Tens.Comp. P - O 676 -1331 O - N 564 -387 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - Q 520 -1052 F - Q 345 -677 Q - P 784 -1535 Q - G 563 -232 P - G 1015 -2125 G - O 1814 -774 Webs Tens.Comp. O - H 553 -1021 H - N 581 -285 I - N 363 -631 N - J 927 -273 J - M 471 -1118 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.76 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):0.130 U 999 360 VERT(CL):0.260 U 671 240 HORZ(LL):0.042 X - - HORZ(TL):0.086 X - - Creep Factor: 2.0 Max TC CSI:0.925 Max BC CSI:0.503 Max Web CSI:0.882 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T20 Ply: 1 Qty:1 SEQN:185805 HIPM FROM: Cust: R 761 JRef:1X7T7610019 T32 DrwNo:221.21.1134.52867 AK /WHK 08/09/2021 T1 14'9"12 20'9"12 2' 11"11 11"11 7'8"13 6'9"2 12'9"4 5'0"7 14'9"12 2'0"8 21'10"3 7'0"7 28'7"1 6'8"15 35'4" 6'8"15 37'7"8 2'3"8 11"11 11"11 1'5"15 6"4 2'8"6 1'2"7 7'7"1 4'10"11 12'9"4 5'2"3 14'8" 1'10"12 21'6"11 6'10"11 28'7"1 7'0"7 35'7"8 7'0"7 37'7"8 2'1' 6"3 5'10"18"6'0"10(a)(a) 8'1"A B C D E F G H I J K LMNOP Q R ST UVWX 5 12 3X4(B1) 3X3 1.5X4(**) 1.5X6 3X4 5X5 5X8 4X5 5X8 5X8 3X4 5X5 3X8 3X4 3X4 4X4 08/09/2021 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. (**) 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 579 /-/-/357 /127 /291 Q 2924 /-/-/1572 /1274 /- N 1072 /-/-/538 /439 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 Q Brg Width = 3.5 Min Req =3.1 N Brg Width = 3.5 Min Req =1.5 Bearings B, Q, & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 49 -530 E - F 598 -305 F - G 987 -502 G - H 984 -500 Chords Tens.Comp. H - I 613 -398 I - J 613 -398 J - K 182 -668 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. X - V 435 -149 V - U 428 -149 U - R 238 -552 Chords Tens.Comp. Q - P 798 -1637 P - O 690 -194 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 318 -524 E - U 445 -896 F - U 499 -191 F - R 513 -1064 R - Q 838 -1724 R - H 1102 -483 Webs Tens.Comp. Q - H 1124 -2411 H - P 1872 -798 I - P 323 -577 P - J 351 -719 O - K 776 -219 K - N 410 -966 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.76 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):0.150 W 999 360 VERT(CL):0.297 W 668 240 HORZ(LL):0.054 Z - - HORZ(TL):0.107 Z - - Creep Factor: 2.0 Max TC CSI:0.862 Max BC CSI:0.507 Max Web CSI:0.941 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T21 Ply: 1 Qty:1 SEQN:185799 HIPM FROM: Cust: R 761 JRef:1X7T7610019 T30 DrwNo:221.21.1134.57970 AK /WHK 08/09/2021 16'9"12 18'9"12 2' 11"11 11"11 6'8"13 5'9"2 10'9"4 4'0"7 13'1"4 2'4" 16'9"12 3'8"8 23'0"7 6'2"11 29'1"5 6'0"15 35'4" 6'2"11 37'7"8 2'3"8 11"11 11"11 1'5"15 6"4 2'8"6 1'2"7 6'7"1 3'10"11 10'9"4 4'2"3 12'11"8 2'2"4 16'8" 3'8"8 23'0"7 6'4"7 29'4"13 6'4"7 35'7"8 6'2"11 37'7"8 2'1' 6"3 5'0"18"5'2"108'1"A B C D E F G H I J K L MNOPQ R S TUV WXYZ 5 12 3X4(B1) 3X3 2X41.5X6(**) 3X4 5X8 3X4 5X8 4X5 5X8 5X5 5X8 3X4 5X5 3X4 3X4 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; 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 579 /-/-/357 /127 /291 Q 2924 /-/-/1572 /1274 /- N 1072 /-/-/538 /439 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 Q Brg Width = 3.5 Min Req =3.1 N Brg Width = 3.5 Min Req =1.5 Bearings B, Q, & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 49 -530 E - F 598 -305 F - G 987 -502 G - H 984 -500 Chords Tens.Comp. H - I 613 -398 I - J 613 -398 J - K 182 -668 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. X - V 435 -149 V - U 428 -149 U - R 238 -552 Chords Tens.Comp. Q - P 798 -1637 P - O 690 -194 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 318 -524 E - U 445 -896 F - U 499 -191 F - R 513 -1064 R - Q 838 -1724 R - H 1102 -483 Webs Tens.Comp. Q - H 1124 -2411 H - P 1872 -798 I - P 323 -577 P - J 351 -719 O - K 776 -219 K - N 410 -966 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.76 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):0.150 W 999 360 VERT(CL):0.297 W 668 240 HORZ(LL):0.054 Z - - HORZ(TL):0.107 Z - - Creep Factor: 2.0 Max TC CSI:0.862 Max BC CSI:0.507 Max Web CSI:0.941 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T21 Ply: 1 Qty:1 SEQN:185799 HIPM FROM: Cust: R 761 JRef:1X7T7610019 T30 DrwNo:221.21.1134.57970 AK /WHK 08/09/2021 16'9"12 18'9"12 2' 11"11 11"11 6'8"13 5'9"2 10'9"4 4'0"7 13'1"4 2'4" 16'9"12 3'8"8 23'0"7 6'2"11 29'1"5 6'0"15 35'4" 6'2"11 37'7"8 2'3"8 11"11 11"11 1'5"15 6"4 2'8"6 1'2"7 6'7"1 3'10"11 10'9"4 4'2"3 12'11"8 2'2"4 16'8" 3'8"8 23'0"7 6'4"7 29'4"13 6'4"7 35'7"8 6'2"11 37'7"8 2'1' 6"3 5'0"18"5'2"108'1"A B C D E F G H I J K L MNOPQ R S TUV WXYZ 5 12 3X4(B1) 3X3 2X41.5X6(**) 3X4 5X8 3X4 5X8 4X5 5X8 5X5 5X8 3X4 5X5 3X4 3X4 3X3 08/09/2021 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; T1 2x4 SP 2250f-1.9E; 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 3X4 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 682 /-/-/418 /190 /240 S 2750 /-/-/1404 /1169 /- O 1102 /-/-/549 /467 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 S Brg Width = 3.5 Min Req =2.9 O Brg Width = 3.5 Min Req =1.5 Bearings B, S, & O are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 9 -428 D - E 130 -799 E - F 82 -377 F - G 1461 -703 G - H 1463 -702 Chords Tens.Comp. H - I 675 -287 I - J 675 -287 J - K 226 -822 K - L 224 -717 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - Z 554 -162 Z - X 686 -246 X - W 680 -245 Chords Tens.Comp. S - R 774 -1633 R - Q 820 -228 Q - P 755 -242 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AB 353 -598 E - W 357 -677 F - W 593 -217 F - T 821 -1806 G - T 279 -541 T - S 905 -1895 T - H 598 -249 Webs Tens.Comp. S - H 760 -1747 H - R 1778 -741 I - R 247 -434 R - J 419 -948 K - P 239 -505 P - L 896 -295 L - O 406 -966 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.76 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):0.163 Y 999 360 VERT(CL):0.322 Y 616 240 HORZ(LL):0.060 V - - HORZ(TL):0.122 V - - Creep Factor: 2.0 Max TC CSI:0.948 Max BC CSI:0.582 Max Web CSI:0.636 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T22 Ply: 1 Qty:1 SEQN:185795 HIPM FROM: Cust: R 761 JRef:1X7T7610019 T34 DrwNo:221.21.1135.03203 AK /WHK 08/09/2021 T1 16'9"12 18'9"12 2' 11"11 11"11 7'0"12 6'1"1 8'9"4 1'8"8 15'1"4 6'4" 16'9"12 1'8"8 21'5"12 4'8" 26' 4'6"4 30'8" 4'8" 35'4" 4'8" 37'7"8 2'3"8 11"11 11"11 1'5"15 6"4 2'8"6 1'2"7 6'11" 4'2"10 8'9"4 1'10"4 14'11"8 6'2"4 16'8" 1'8"8 21'5"12 4'9"12 26'3"8 4'9"12 30'11"8 4'8" 35'7"8 4'8" 37'7"8 2'1' 6"3 4'2"18"4'4"10(a) 8'1"A B C D E F G H I J K L M NOPQRS T U VWX YZAAAB 5 12 3X4(B1) 1.5X4 1.5X4 3X3 2X4 1.5X6(**) 1.5X4 5X8 1.5X4 6X8 1.5X4 4X4 5X8 5X5 5X8 5X5 3X3 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; T1 2x4 SP 2250f-1.9E; 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 3X4 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 682 /-/-/418 /190 /240 S 2750 /-/-/1404 /1169 /- O 1102 /-/-/549 /467 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 S Brg Width = 3.5 Min Req =2.9 O Brg Width = 3.5 Min Req =1.5 Bearings B, S, & O are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 9 -428 D - E 130 -799 E - F 82 -377 F - G 1461 -703 G - H 1463 -702 Chords Tens.Comp. H - I 675 -287 I - J 675 -287 J - K 226 -822 K - L 224 -717 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - Z 554 -162 Z - X 686 -246 X - W 680 -245 Chords Tens.Comp. S - R 774 -1633 R - Q 820 -228 Q - P 755 -242 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AB 353 -598 E - W 357 -677 F - W 593 -217 F - T 821 -1806 G - T 279 -541 T - S 905 -1895 T - H 598 -249 Webs Tens.Comp. S - H 760 -1747 H - R 1778 -741 I - R 247 -434 R - J 419 -948 K - P 239 -505 P - L 896 -295 L - O 406 -966 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.76 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):0.163 Y 999 360 VERT(CL):0.322 Y 616 240 HORZ(LL):0.060 V - - HORZ(TL):0.122 V - - Creep Factor: 2.0 Max TC CSI:0.948 Max BC CSI:0.582 Max Web CSI:0.636 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T22 Ply: 1 Qty:1 SEQN:185795 HIPM FROM: Cust: R 761 JRef:1X7T7610019 T34 DrwNo:221.21.1135.03203 AK /WHK 08/09/2021 T1 16'9"12 18'9"12 2' 11"11 11"11 7'0"12 6'1"1 8'9"4 1'8"8 15'1"4 6'4" 16'9"12 1'8"8 21'5"12 4'8" 26' 4'6"4 30'8" 4'8" 35'4" 4'8" 37'7"8 2'3"8 11"11 11"11 1'5"15 6"4 2'8"6 1'2"7 6'11" 4'2"10 8'9"4 1'10"4 14'11"8 6'2"4 16'8" 1'8"8 21'5"12 4'9"12 26'3"8 4'9"12 30'11"8 4'8" 35'7"8 4'8" 37'7"8 2'1' 6"3 4'2"18"4'4"10(a) 8'1"A B C D E F G H I J K L M NOPQRS T U VWX YZAAAB 5 12 3X4(B1) 1.5X4 1.5X4 3X3 2X4 1.5X6(**) 1.5X4 5X8 1.5X4 6X8 1.5X4 4X4 5X8 5X5 5X8 5X5 3X3 1.5X4 08/09/2021 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; T3 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W2 2x4 SP 2250f-1.9E; W10, W16 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 8.25" 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 93 plf at -1.00 to 93 plf at 6.77 TC: From 46 plf at 6.77 to 46 plf at 37.62 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.80 BC: From 10 plf at 6.80 to 10 plf at 37.62 TC: 670 lb Conc. Load at 6.80 TC: 272 lb Conc. Load at 7.27, 9.27,11.27,13.27 TC: 285 lb Conc. Load at 15.27,17.27,19.27,21.27 23.27,25.27,27.27,29.27,31.27,33.27,35.27,37.27 BC: 536 lb Conc. Load at 6.80 BC: 122 lb Conc. Load at 7.27, 9.27,11.27,13.27 BC: 128 lb Conc. Load at 15.27,17.27,19.27,21.27 23.27,25.27,27.27,29.27,31.27,33.27,35.27,37.27 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. 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 1478 /-/-/-/624 /- Q 6354 /-/1 /-/2724 /0 N 2492 /-/0 /-/1076 /0 Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 Q Brg Width = 3.5 Min Req =3.4 N Brg Width = 3.5 Min Req =1.5 Bearings B, Q, & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 166 -386 C - D 257 -591 D - E 694 -1619 E - F 181 -398 Chords Tens.Comp. F - G 1728 -723 G - H 1724 -722 J - K 407 -953 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - X 1274 -535 X - V 1492 -634 V - U 1519 -639 Chords Tens.Comp. Q - P 1640 -3895 P - O 977 -428 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 333 -735 E - V 444 -69 E - U 529 -1297 U - F 783 -257 F - R 1001 -2328 R - Q 1018 -2381 R - H 624 -286 Webs Tens.Comp. Q - H 1005 -2088 H - P 2504 -1063 I - P 366 -572 P - J 328 -755 O - K 1026 -430 K - N 515 -975 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.76 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):0.181 W 999 360 VERT(CL):0.334 W 600 240 HORZ(LL):0.078 T - - HORZ(TL):0.143 T - - Creep Factor: 2.0 Max TC CSI:0.688 Max BC CSI:0.845 Max Web CSI:0.565 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T23 Ply: 2 Qty:1 SEQN:22882 HIPM FROM: Cust: R 761 JRef:1X7T7610019 T61 DrwNo:221.21.1135.10783 AK /WHK 08/09/2021 2 Complete Trusses Required T3 W2 W10 W16 16'9"12 18'9"12 2' 11"11 11"11 6'9"4 5'9"9 11'1"14 4'4"10 15'1"4 3'11"6 16'9"12 1'8"8 23'0"12 6'3" 29'1" 6'0"4 35'3" 6'2" 37'7"8 2'4"8 11"11 11"11 1'5"15 6"4 2'8"6 1'2"7 6'11" 4'2"10 10'10"6 3'11"6 14'11"8 4'1"2 16'7" 1'7"8 23'0"12 6'5"12 29'4"8 6'3"12 35'8"8 6'4" 37'7"8 1'11"1' 6"3 3'4"18"3'6"108'1"A B C D E F G H I J K L MNOPQ R S TUV WXYZ 5 12 3X4(B1) 3X4 3X32X6 5X8 3X4 4X5 6X81.5X6 4X6 5X12 5X5 4X12 3X4 5X5 3X6 3X6 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; T3 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W2 2x4 SP 2250f-1.9E; W10, W16 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 8.25" 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 93 plf at -1.00 to 93 plf at 6.77 TC: From 46 plf at 6.77 to 46 plf at 37.62 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.80 BC: From 10 plf at 6.80 to 10 plf at 37.62 TC: 670 lb Conc. Load at 6.80 TC: 272 lb Conc. Load at 7.27, 9.27,11.27,13.27 TC: 285 lb Conc. Load at 15.27,17.27,19.27,21.27 23.27,25.27,27.27,29.27,31.27,33.27,35.27,37.27 BC: 536 lb Conc. Load at 6.80 BC: 122 lb Conc. Load at 7.27, 9.27,11.27,13.27 BC: 128 lb Conc. Load at 15.27,17.27,19.27,21.27 23.27,25.27,27.27,29.27,31.27,33.27,35.27,37.27 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. 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 1478 /-/-/-/624 /- Q 6354 /-/1 /-/2724 /0 N 2492 /-/0 /-/1076 /0 Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 Q Brg Width = 3.5 Min Req =3.4 N Brg Width = 3.5 Min Req =1.5 Bearings B, Q, & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 166 -386 C - D 257 -591 D - E 694 -1619 E - F 181 -398 Chords Tens.Comp. F - G 1728 -723 G - H 1724 -722 J - K 407 -953 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - X 1274 -535 X - V 1492 -634 V - U 1519 -639 Chords Tens.Comp. Q - P 1640 -3895 P - O 977 -428 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Z 333 -735 E - V 444 -69 E - U 529 -1297 U - F 783 -257 F - R 1001 -2328 R - Q 1018 -2381 R - H 624 -286 Webs Tens.Comp. Q - H 1005 -2088 H - P 2504 -1063 I - P 366 -572 P - J 328 -755 O - K 1026 -430 K - N 515 -975 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 3.76 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):0.181 W 999 360 VERT(CL):0.334 W 600 240 HORZ(LL):0.078 T - - HORZ(TL):0.143 T - - Creep Factor: 2.0 Max TC CSI:0.688 Max BC CSI:0.845 Max Web CSI:0.565 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T23 Ply: 2 Qty:1 SEQN:22882 HIPM FROM: Cust: R 761 JRef:1X7T7610019 T61 DrwNo:221.21.1135.10783 AK /WHK 08/09/2021 2 Complete Trusses Required T3 W2 W10 W16 16'9"12 18'9"12 2' 11"11 11"11 6'9"4 5'9"9 11'1"14 4'4"10 15'1"4 3'11"6 16'9"12 1'8"8 23'0"12 6'3" 29'1" 6'0"4 35'3" 6'2" 37'7"8 2'4"8 11"11 11"11 1'5"15 6"4 2'8"6 1'2"7 6'11" 4'2"10 10'10"6 3'11"6 14'11"8 4'1"2 16'7" 1'7"8 23'0"12 6'5"12 29'4"8 6'3"12 35'8"8 6'4" 37'7"8 1'11"1' 6"3 3'4"18"3'6"108'1"A B C D E F G H I J K L MNOPQ R S TUV WXYZ 5 12 3X4(B1) 3X4 3X32X6 5X8 3X4 4X5 6X81.5X6 4X6 5X12 5X5 4X12 3X4 5X5 3X6 3X6 3X3 08/09/2021 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; T3 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 2.000' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 2.70 TC: From 76 plf at 2.70 to 76 plf at 17.30 TC: From 93 plf at 17.30 to 93 plf at 21.33 BC: From 20 plf at 0.00 to 20 plf at 2.70 BC: From 10 plf at 2.70 to 10 plf at 17.30 BC: From 20 plf at 17.30 to 20 plf at 20.33 BC: From 4 plf at 20.33 to 4 plf at 21.33 TC: 222 lb Conc. Load at 2.70,17.30 PLT: 111 lb Conc. Load at ( 4.73, 9.81), (6.73,9.81) (8.73,9.81), (10.00,9.81), (11.27,9.81), (13.27,9.81) (15.27,9.81) BC: 85 lb Conc. Load at 2.70,17.30 BC: 55 lb Conc. Load at 4.73, 6.73, 8.73,10.00 11.27,13.27,15.27 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 A18015ENC101014 & GBLLETIN0118 for more requirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1841 /-/-/-/676 /- AF 1941 /-/-/-/729 /- Wind reactions based on MWFRS A Brg Width = 3.6 Min Req =1.5 AF Brg Width = 7.6 Min Req =1.6 Bearings A & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1272 -3452 B - C 892 -2438 C - D 807 -2294 D - E 816 -2311 E - F 819 -2319 F - G 797 -2270 Chords Tens.Comp. G - H 797 -2269 H - I 820 -2321 I - J 815 -2308 J - K 804 -2286 K - L 885 -2420 L - M 1277 -3475 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - S 3089 -1133 S - R 3067 -1116 R - Q 3396 -1216 Chords Tens.Comp. Q - P 3493 -1250 P - O 3086 -1117 O - M 3094 -1129 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - U 459 -1275 U - V 459 -1275 V - W 462 -1282 W -Q 434 -1154 G - Z 1450 -472 Q -AC 471 -1260 Webs Tens.Comp. Z - Q 1158 -340 AC-AD 496 -1379 P - L 441 -131 AD-AE 492 -1371 AE- L 491 -1370 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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 K 999 360 VERT(CL):0.245 K 990 240 HORZ(LL):0.046 O - - HORZ(TL):0.083 O - - Creep Factor: 2.0 Max TC CSI:0.549 Max BC CSI:0.670 Max Web CSI:0.328 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T24 Ply: 1 Qty:1 SEQN:185768 HIPS FROM: Cust: R 761 JRef:1X7T7610019 T45 DrwNo:221.21.1135.41993 AK /WHK 08/09/2021 T3 20'4" 4'8"1'4" (TYP) 3'5"2 3'5"2 10' 6'6"14 17'3"5 7'3"5 20'4" 3'0"11 2'9"12 2'9"12 6'3"2 3'5"6 10' 3'8"14 13'8"14 3'8"14 17'2"4 3'5"6 20'4" 3'1"12 1' 7"14 6"34'9"145'0"78'1" A B C D E F G H I J K L M N OPQRS U VW Z AC AD AE AF 5 12 7X6(E4) 5X8 3X43X4 4X4 3X85X8 3X43X4 5X8 4X7(B2) **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; T3 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 2.000' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 2.70 TC: From 76 plf at 2.70 to 76 plf at 17.30 TC: From 93 plf at 17.30 to 93 plf at 21.33 BC: From 20 plf at 0.00 to 20 plf at 2.70 BC: From 10 plf at 2.70 to 10 plf at 17.30 BC: From 20 plf at 17.30 to 20 plf at 20.33 BC: From 4 plf at 20.33 to 4 plf at 21.33 TC: 222 lb Conc. Load at 2.70,17.30 PLT: 111 lb Conc. Load at ( 4.73, 9.81), (6.73,9.81) (8.73,9.81), (10.00,9.81), (11.27,9.81), (13.27,9.81) (15.27,9.81) BC: 85 lb Conc. Load at 2.70,17.30 BC: 55 lb Conc. Load at 4.73, 6.73, 8.73,10.00 11.27,13.27,15.27 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 A18015ENC101014 & GBLLETIN0118 for more requirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1841 /-/-/-/676 /- AF 1941 /-/-/-/729 /- Wind reactions based on MWFRS A Brg Width = 3.6 Min Req =1.5 AF Brg Width = 7.6 Min Req =1.6 Bearings A & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1272 -3452 B - C 892 -2438 C - D 807 -2294 D - E 816 -2311 E - F 819 -2319 F - G 797 -2270 Chords Tens.Comp. G - H 797 -2269 H - I 820 -2321 I - J 815 -2308 J - K 804 -2286 K - L 885 -2420 L - M 1277 -3475 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - S 3089 -1133 S - R 3067 -1116 R - Q 3396 -1216 Chords Tens.Comp. Q - P 3493 -1250 P - O 3086 -1117 O - M 3094 -1129 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - U 459 -1275 U - V 459 -1275 V - W 462 -1282 W -Q 434 -1154 G - Z 1450 -472 Q -AC 471 -1260 Webs Tens.Comp. Z - Q 1158 -340 AC-AD 496 -1379 P - L 441 -131 AD-AE 492 -1371 AE- L 491 -1370 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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 K 999 360 VERT(CL):0.245 K 990 240 HORZ(LL):0.046 O - - HORZ(TL):0.083 O - - Creep Factor: 2.0 Max TC CSI:0.549 Max BC CSI:0.670 Max Web CSI:0.328 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T24 Ply: 1 Qty:1 SEQN:185768 HIPS FROM: Cust: R 761 JRef:1X7T7610019 T45 DrwNo:221.21.1135.41993 AK /WHK 08/09/2021 T3 20'4" 4'8"1'4" (TYP) 3'5"2 3'5"2 10' 6'6"14 17'3"5 7'3"5 20'4" 3'0"11 2'9"12 2'9"12 6'3"2 3'5"6 10' 3'8"14 13'8"14 3'8"14 17'2"4 3'5"6 20'4" 3'1"12 1' 7"14 6"34'9"145'0"78'1" A B C D E F G H I J K L M N OPQRS U VW Z AC AD AE AF 5 12 7X6(E4) 5X8 3X43X4 4X4 3X85X8 3X43X4 5X8 4X7(B2) 08/09/2021 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; Lt Slider: 2x4 SP #2; block length = 2.000' 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 1135 /-/-/587 /439 /182 K 1250 /-/-/683 /486 /- Wind reactions based on MWFRS A Brg Width = 3.6 Min Req =1.5 K 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 802 -2092 B - C 651 -1522 Chords Tens.Comp. C - D 648 -1517 D - E 810 -2093 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 1843 -651 I - H 1840 -653 Chords Tens.Comp. H - G 1835 -653 G - E 1836 -651 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 310 -577 C - H 636 -243 Webs Tens.Comp. H - D 311 -572 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.088 D 999 360 VERT(CL):0.163 D 999 240 HORZ(LL):0.037 G - - HORZ(TL):0.069 G - - Creep Factor: 2.0 Max TC CSI:0.635 Max BC CSI:0.768 Max Web CSI:0.315 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T25 Ply: 1 Qty:1 SEQN:185931 SPEC FROM: Cust: R 761 JRef:1X7T7610019 T1 DrwNo:221.21.1135.44393 AK /WHK 08/09/2021 20'4" 5'0"3 5'0"3 10' 4'11"13 14'11"13 4'11"13 20'4" 5'4"3 4'10"7 4'10"7 10' 5'1"9 15'1"9 5'1"9 20'4" 5'2"7 1' 7"14 6"34'9"145'0"78'1" A B C D E F GHI K 5 12 6X6(E1)1.5X4 3X4 4X4 5X8 3X4 1.5X4 4X4(B1) **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; Lt Slider: 2x4 SP #2; block length = 2.000' 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 1135 /-/-/587 /439 /182 K 1250 /-/-/683 /486 /- Wind reactions based on MWFRS A Brg Width = 3.6 Min Req =1.5 K 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 802 -2092 B - C 651 -1522 Chords Tens.Comp. C - D 648 -1517 D - E 810 -2093 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 1843 -651 I - H 1840 -653 Chords Tens.Comp. H - G 1835 -653 G - E 1836 -651 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 310 -577 C - H 636 -243 Webs Tens.Comp. H - D 311 -572 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.088 D 999 360 VERT(CL):0.163 D 999 240 HORZ(LL):0.037 G - - HORZ(TL):0.069 G - - Creep Factor: 2.0 Max TC CSI:0.635 Max BC CSI:0.768 Max Web CSI:0.315 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T25 Ply: 1 Qty:1 SEQN:185931 SPEC FROM: Cust: R 761 JRef:1X7T7610019 T1 DrwNo:221.21.1135.44393 AK /WHK 08/09/2021 20'4" 5'0"3 5'0"3 10' 4'11"13 14'11"13 4'11"13 20'4" 5'4"3 4'10"7 4'10"7 10' 5'1"9 15'1"9 5'1"9 20'4" 5'2"7 1' 7"14 6"34'9"145'0"78'1" A B C D E F GHI K 5 12 6X6(E1)1.5X4 3X4 4X4 5X8 3X4 1.5X4 4X4(B1) 08/09/2021 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 (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 L 1108 /-/-/566 /429 /180 M 1216 /-/-/669 /473 /- Wind reactions based on MWFRS L Brg Width = -Min Req =- M Brg Width = 7.6 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. B - C 700 -1806 C - D 615 -1438 Chords Tens.Comp. D - E 615 -1435 E - F 780 -2018 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 1621 -564 I - H 1766 -625 Chords Tens.Comp. H - F 1768 -623 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - K 439 -1066 B - J 1559 -569 C - I 245 -418 Webs Tens.Comp. D - I 565 -211 I - E 313 -579 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.079 E 999 360 VERT(CL):0.147 E 999 240 HORZ(LL):0.030 H - - HORZ(TL):0.056 H - - Creep Factor: 2.0 Max TC CSI:0.615 Max BC CSI:0.847 Max Web CSI:0.352 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T26 Ply: 1 Qty:2 SEQN:185935 SPEC FROM: Cust: R 761 JRef:1X7T7610019 T35 DrwNo:221.21.1135.46557 AK /WHK 08/09/2021 19'9"10 4"4 4"4 4'5"13 4'1"9 9'5"10 4'11"13 14'5"7 4'11"13 19'9"10 5'4"3 2"3 2"3 4'2"5 4'0"2 9'5"10 5'3"5 14'7"3 5'1"9 19'9"10 5'2"7 1' 10"8 6"34'9"145'0"78'1" A B C D E F G HIJKL M 5 12 4X4 1.5X6(**)3X6 3X4 4X4 5X8 3X4 1.5X4 3X5(B1) **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 (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 L 1108 /-/-/566 /429 /180 M 1216 /-/-/669 /473 /- Wind reactions based on MWFRS L Brg Width = -Min Req =- M Brg Width = 7.6 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. B - C 700 -1806 C - D 615 -1438 Chords Tens.Comp. D - E 615 -1435 E - F 780 -2018 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 1621 -564 I - H 1766 -625 Chords Tens.Comp. H - F 1768 -623 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - K 439 -1066 B - J 1559 -569 C - I 245 -418 Webs Tens.Comp. D - I 565 -211 I - E 313 -579 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.079 E 999 360 VERT(CL):0.147 E 999 240 HORZ(LL):0.030 H - - HORZ(TL):0.056 H - - Creep Factor: 2.0 Max TC CSI:0.615 Max BC CSI:0.847 Max Web CSI:0.352 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T26 Ply: 1 Qty:2 SEQN:185935 SPEC FROM: Cust: R 761 JRef:1X7T7610019 T35 DrwNo:221.21.1135.46557 AK /WHK 08/09/2021 19'9"10 4"4 4"4 4'5"13 4'1"9 9'5"10 4'11"13 14'5"7 4'11"13 19'9"10 5'4"3 2"3 2"3 4'2"5 4'0"2 9'5"10 5'3"5 14'7"3 5'1"9 19'9"10 5'2"7 1' 10"8 6"34'9"145'0"78'1" A B C D E F G HIJKL M 5 12 4X4 1.5X6(**)3X6 3X4 4X4 5X8 3X4 1.5X4 3X5(B1) 08/09/2021 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; Lt Bearing Leg: 2x6 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. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 1118 /-/-/836 /567 /186 N 1226 /-/-/715 /566 /- Wind reactions based on MWFRS M Brg Width = 3.0 Min Req =1.5 N Brg Width = 7.6 Min Req =1.5 Bearings M & 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 707 -1360 B - C 889 -1798 C - D 727 -1456 Chords Tens.Comp. D - E 715 -1457 E - F 988 -2034 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1528 -690 J - I 1655 -710 Chords Tens.Comp. I - H 1779 -847 H - F 1781 -855 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - K 1475 -721 M - A 616 -1158 K - B 431 -939 Webs Tens.Comp. C - I 218 -434 D - I 673 -489 I - E 377 -573 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.080 E 999 360 VERT(CL):0.149 E 999 240 HORZ(LL):0.032 H - - HORZ(TL):0.060 H - - Creep Factor: 2.0 Max TC CSI:0.624 Max BC CSI:0.847 Max Web CSI:0.333 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T27 Ply: 1 Qty:1 SEQN:185939 SPEC FROM: Cust: R 761 JRef:1X7T7610019 T41 DrwNo:221.21.1135.48960 AK /WHK 08/09/2021 20'0"10 5"8 5"8 2'8"10 2'3"2 4'9"11 2'1"1 9'8"10 4'10"15 14'7"9 4'10"15 20'0"10 5'5"1 5"8 5"8 2'5"2 1'11"10 4'6"3 2'1"1 9'8"10 5'2"7 14'9"5 5'0"11 20'0"10 5'3"5 1' 7"4 1'3"10 6"34'9"145'0"78'8"4 8'1" A B C D E F G HIJKL M N 5 12 4X8 3X8 1.5X4 3X6 5X5 3X4 3X4 4X4 5X8 3X4 1.5X4 3X5(B1) **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; Lt Bearing Leg: 2x6 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. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 1118 /-/-/836 /567 /186 N 1226 /-/-/715 /566 /- Wind reactions based on MWFRS M Brg Width = 3.0 Min Req =1.5 N Brg Width = 7.6 Min Req =1.5 Bearings M & 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 707 -1360 B - C 889 -1798 C - D 727 -1456 Chords Tens.Comp. D - E 715 -1457 E - F 988 -2034 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1528 -690 J - I 1655 -710 Chords Tens.Comp. I - H 1779 -847 H - F 1781 -855 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - K 1475 -721 M - A 616 -1158 K - B 431 -939 Webs Tens.Comp. C - I 218 -434 D - I 673 -489 I - E 377 -573 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.080 E 999 360 VERT(CL):0.149 E 999 240 HORZ(LL):0.032 H - - HORZ(TL):0.060 H - - Creep Factor: 2.0 Max TC CSI:0.624 Max BC CSI:0.847 Max Web CSI:0.333 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T27 Ply: 1 Qty:1 SEQN:185939 SPEC FROM: Cust: R 761 JRef:1X7T7610019 T41 DrwNo:221.21.1135.48960 AK /WHK 08/09/2021 20'0"10 5"8 5"8 2'8"10 2'3"2 4'9"11 2'1"1 9'8"10 4'10"15 14'7"9 4'10"15 20'0"10 5'5"1 5"8 5"8 2'5"2 1'11"10 4'6"3 2'1"1 9'8"10 5'2"7 14'9"5 5'0"11 20'0"10 5'3"5 1' 7"4 1'3"10 6"34'9"145'0"78'8"4 8'1" A B C D E F G HIJKL M N 5 12 4X8 3X8 1.5X4 3X6 5X5 3X4 3X4 4X4 5X8 3X4 1.5X4 3X5(B1) 08/09/2021 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; B2 2x6 SP #2; B4 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Lt Bearing Leg: 2x6 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 5-11-14 to 14-0-14: Live Load: 30 PSF. Dead Load: 10 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: 0.22" DL: 0.21". 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 1467 /-/-/534 /445 /191 T 1558 /-/-/707 /489 /- Wind reactions based on MWFRS R Brg Width = 3.5 Min Req =1.5 T Brg Width = 7.6 Min Req =1.5 Bearings R & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 1539 -2645 H - I 959 -3984 A - B 693 -2030 B - C 737 -2270 C - D 1076 -4332 Chords Tens.Comp. C - D 1753 -297 G - H 1591 -2796 H - I 1472 -202 I - J 825 -2786 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 2027 -535 O - N 2443 -606 N - M 2161 -499 Chords Tens.Comp. M - L 2470 -672 L - J 2473 -673 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - P 2283 -618 R - A 545 -1486 B - P 329 -1234 B - O 921 -153 O - C 193 -1490 C - N 350 -1008 Webs Tens.Comp. N - D 1788 -300 E - S 695 -2220 S - G 695 -2220 H - M 1055 -146 M - I 269 -568 L - I 70 -485 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.217 H 999 360 VERT(CL):0.401 H 600 240 HORZ(LL):-0.074 H - - HORZ(TL):0.127 H - - Creep Factor: 2.0 Max TC CSI:0.993 Max BC CSI:0.933 Max Web CSI:0.605 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T28 Ply: 1 Qty:1 SEQN:185942 SPEC FROM: Cust: R 761 JRef:1X7T7610019 T43 DrwNo:221.21.1135.58233 AK /WHK 08/09/2021 B2 B4 8'1"3'2"1220'4"6 5'10"2 4'2"4 (TYP) 5"8 5"8 4'0"6 3'6"14 5'0"6 1' 8'0"13 3'0"7 20'4"6 12'3"9 5"8 5"8 4'0"6 3'6"14 16'0"6 12' 20'4"6 4'4"2'8"14 6"33'8"42'0"94'9"145'0"710'1" 8'1" A B C D E F G H I J K LMNOPQ R S T 5 12 4X122X6 1.5X4 3X5 6X123X5 8X83X3(**) 5X6 3X5 3X3 3X12 4X41.5X4 3X12 3X3 2X4 4X5 3X3(**) H0510 10X10 4X5(B1) **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; B2 2x6 SP #2; B4 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Lt Bearing Leg: 2x6 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 5-11-14 to 14-0-14: Live Load: 30 PSF. Dead Load: 10 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: 0.22" DL: 0.21". 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 1467 /-/-/534 /445 /191 T 1558 /-/-/707 /489 /- Wind reactions based on MWFRS R Brg Width = 3.5 Min Req =1.5 T Brg Width = 7.6 Min Req =1.5 Bearings R & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 1539 -2645 H - I 959 -3984 A - B 693 -2030 B - C 737 -2270 C - D 1076 -4332 Chords Tens.Comp. C - D 1753 -297 G - H 1591 -2796 H - I 1472 -202 I - J 825 -2786 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 2027 -535 O - N 2443 -606 N - M 2161 -499 Chords Tens.Comp. M - L 2470 -672 L - J 2473 -673 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - P 2283 -618 R - A 545 -1486 B - P 329 -1234 B - O 921 -153 O - C 193 -1490 C - N 350 -1008 Webs Tens.Comp. N - D 1788 -300 E - S 695 -2220 S - G 695 -2220 H - M 1055 -146 M - I 269 -568 L - I 70 -485 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.217 H 999 360 VERT(CL):0.401 H 600 240 HORZ(LL):-0.074 H - - HORZ(TL):0.127 H - - Creep Factor: 2.0 Max TC CSI:0.993 Max BC CSI:0.933 Max Web CSI:0.605 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T28 Ply: 1 Qty:1 SEQN:185942 SPEC FROM: Cust: R 761 JRef:1X7T7610019 T43 DrwNo:221.21.1135.58233 AK /WHK 08/09/2021 B2 B4 8'1"3'2"1220'4"6 5'10"2 4'2"4 (TYP) 5"8 5"8 4'0"6 3'6"14 5'0"6 1' 8'0"13 3'0"7 20'4"6 12'3"9 5"8 5"8 4'0"6 3'6"14 16'0"6 12' 20'4"6 4'4"2'8"14 6"33'8"42'0"94'9"145'0"710'1" 8'1" A B C D E F G H I J K LMNOPQ R S T 5 12 4X122X6 1.5X4 3X5 6X123X5 8X83X3(**) 5X6 3X5 3X3 3X12 4X41.5X4 3X12 3X3 2X4 4X5 3X3(**) H0510 10X10 4X5(B1) 08/09/2021 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; B2 2x6 SP #2; B4 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Lt Bearing Leg: 2x6 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 5-11-14 to 14-0-14: Live Load: 30 PSF. Dead Load: 10 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF 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: 0.21" 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 1467 /-/-/531 /437 /205 V 1558 /-/-/720 /481 /- Wind reactions based on MWFRS T Brg Width = 3.5 Min Req =1.5 V Brg Width = 7.6 Min Req =1.5 Bearings T & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. E - F 323 -1808 F - G 1090 -164 J - K 905 -3874 A - B 534 -1515 B - C 573 -1709 C - F 552 -1738 D - E 93 -1131 Chords Tens.Comp. D - E 803 -47 E - F 1443 -185 F - G 800 -2850 I - J 1533 -2725 J - K 1404 -180 K - L 807 -2785 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1517 -326 Q - P 1778 -385 P - O 2152 -473 Chords Tens.Comp. O - N 2470 -656 N - L 2472 -657 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 1886 -480 T - A 590 -1429 B - R 307 -1275 B - Q 939 -180 Q - D 251 -1522 D - P 1302 -235 Webs Tens.Comp. G - U 644 -2141 U - I 644 -2141 J - O 996 -123 O - K 267 -581 N - K 53 -443 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.206 J 999 360 VERT(CL):0.387 J 622 240 HORZ(LL):0.046 A - - HORZ(TL):0.087 A - - Creep Factor: 2.0 Max TC CSI:0.945 Max BC CSI:0.985 Max Web CSI:0.542 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T29 Ply: 1 Qty:1 SEQN:185947 /SPEC FROM: Cust: R 761 JRef:1X7T7610019 T44 DrwNo:221.21.1132.51326 SSB /WHK 08/09/2021 B2 B4 8'1"3'2"1220'4"6 5"8 5"8 4'0"6 3'6"14 4'10"10 10"4 7'0"6 2'1"12 8'0"13 1'0"7 10'0"6 1'11"9 11'11"15 1'11"9 20'4"6 8'4"7 5"8 5"8 4'0"6 3'6"14 16'0"6 12' 20'4"6 4'4"2'1'6"146"33'8"42'0"94'9"145'0"710'1" 8'1" A B CD E F G H I J K L M NOPQRS T U V 5 12 5X82X6 1.5X4 3X5 6X123X5 1.5X4 7X8 3X3 5X6 1.5X4(**) 3X12 3X10 4X41.5X4 3X10 3X3 2X4 4X5 3X3(**) H0510 10X10 4X5(B1) **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; B2 2x6 SP #2; B4 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Lt Bearing Leg: 2x6 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 5-11-14 to 14-0-14: Live Load: 30 PSF. Dead Load: 10 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF 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: 0.21" 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 1467 /-/-/531 /437 /205 V 1558 /-/-/720 /481 /- Wind reactions based on MWFRS T Brg Width = 3.5 Min Req =1.5 V Brg Width = 7.6 Min Req =1.5 Bearings T & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. E - F 323 -1808 F - G 1090 -164 J - K 905 -3874 A - B 534 -1515 B - C 573 -1709 C - F 552 -1738 D - E 93 -1131 Chords Tens.Comp. D - E 803 -47 E - F 1443 -185 F - G 800 -2850 I - J 1533 -2725 J - K 1404 -180 K - L 807 -2785 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1517 -326 Q - P 1778 -385 P - O 2152 -473 Chords Tens.Comp. O - N 2470 -656 N - L 2472 -657 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 1886 -480 T - A 590 -1429 B - R 307 -1275 B - Q 939 -180 Q - D 251 -1522 D - P 1302 -235 Webs Tens.Comp. G - U 644 -2141 U - I 644 -2141 J - O 996 -123 O - K 267 -581 N - K 53 -443 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.206 J 999 360 VERT(CL):0.387 J 622 240 HORZ(LL):0.046 A - - HORZ(TL):0.087 A - - Creep Factor: 2.0 Max TC CSI:0.945 Max BC CSI:0.985 Max Web CSI:0.542 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T29 Ply: 1 Qty:1 SEQN:185947 /SPEC FROM: Cust: R 761 JRef:1X7T7610019 T44 DrwNo:221.21.1132.51326 SSB /WHK 08/09/2021 B2 B4 8'1"3'2"1220'4"6 5"8 5"8 4'0"6 3'6"14 4'10"10 10"4 7'0"6 2'1"12 8'0"13 1'0"7 10'0"6 1'11"9 11'11"15 1'11"9 20'4"6 8'4"7 5"8 5"8 4'0"6 3'6"14 16'0"6 12' 20'4"6 4'4"2'1'6"146"33'8"42'0"94'9"145'0"710'1" 8'1" A B CD E F G H I J K L M NOPQRS T U V 5 12 5X82X6 1.5X4 3X5 6X123X5 1.5X4 7X8 3X3 5X6 1.5X4(**) 3X12 3X10 4X41.5X4 3X10 3X3 2X4 4X5 3X3(**) H0510 10X10 4X5(B1) 08/09/2021 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; B2 2x6 SP 2400f-2.0E; B4 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Lt Bearing Leg: 2x6 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 5-11-14 to 14-0-14: Live Load: 30 PSF. Dead Load: 10 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF 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: 0.22" 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 1467 /-/-/554 /444 /256 V 1558 /-/-/737 /475 /- Wind reactions based on MWFRS T Brg Width = 3.5 Min Req =1.5 V Brg Width = 7.6 Min Req =1.5 Bearings T & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. E - F 316 -940 J - K 808 -3603 A - B 455 -1210 B - C 486 -1357 C - G 461 -1322 D - E 0 -647 Chords Tens.Comp. F - G 744 -177 G - H 211 -397 H - I 228 -508 I - J 1506 -2696 J - K 1224 -136 K - L 792 -2781 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1202 -193 Q - P 1451 -261 P - O 2072 -431 Chords Tens.Comp. O - N 2467 -643 N - L 2468 -644 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 1687 -428 T - A 671 -1438 B - R 224 -1115 B - Q 880 -180 Q - D 497 -2021 Webs Tens.Comp. D - P 1884 -463 F - U 474 -1663 U - I 474 -1663 J - O 826 -67 O - K 315 -676 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.220 J 999 360 VERT(CL):0.387 J 622 240 HORZ(LL):0.063 J - - HORZ(TL):0.087 N - - Creep Factor: 2.0 Max TC CSI:0.883 Max BC CSI:0.571 Max Web CSI:0.472 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T30 Ply: 1 Qty:1 SEQN:185952 /SPEC FROM: Cust: R 761 JRef:1X7T7610019 T39 DrwNo:221.21.1132.51124 SSB /WHK 08/09/2021 B2 B4 8'1"3'2"1220'4"6 5'10"2 4'2"4 (TYP) 5"8 5"8 4'0"6 3'6"14 4'10"10 10"4 8'0"13 3'2"3 9'0"6 11"9 20'4"6 11'4" 5"8 5"8 4'0"6 3'6"14 16'0"6 12' 20'4"6 4'4"2'2'4"146"33'8"42'0"94'9"145'0"710'1" 8'1" A B CD E F G H I J K L M NOPQRS T U V 5 12 5X8 2X61.5X4 3X4 7X104X5 1.5X4 7X8 3X3 7X6 1.5X4(**)3X3 3X101.5X4 4X41.5X4 3X10 3X3 1.5X4(**) 3X4 3X3 H0510 10X10 4X5(B1) **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; B2 2x6 SP 2400f-2.0E; B4 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Lt Bearing Leg: 2x6 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 5-11-14 to 14-0-14: Live Load: 30 PSF. Dead Load: 10 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF 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: 0.22" 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 1467 /-/-/554 /444 /256 V 1558 /-/-/737 /475 /- Wind reactions based on MWFRS T Brg Width = 3.5 Min Req =1.5 V Brg Width = 7.6 Min Req =1.5 Bearings T & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. E - F 316 -940 J - K 808 -3603 A - B 455 -1210 B - C 486 -1357 C - G 461 -1322 D - E 0 -647 Chords Tens.Comp. F - G 744 -177 G - H 211 -397 H - I 228 -508 I - J 1506 -2696 J - K 1224 -136 K - L 792 -2781 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1202 -193 Q - P 1451 -261 P - O 2072 -431 Chords Tens.Comp. O - N 2467 -643 N - L 2468 -644 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 1687 -428 T - A 671 -1438 B - R 224 -1115 B - Q 880 -180 Q - D 497 -2021 Webs Tens.Comp. D - P 1884 -463 F - U 474 -1663 U - I 474 -1663 J - O 826 -67 O - K 315 -676 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.220 J 999 360 VERT(CL):0.387 J 622 240 HORZ(LL):0.063 J - - HORZ(TL):0.087 N - - Creep Factor: 2.0 Max TC CSI:0.883 Max BC CSI:0.571 Max Web CSI:0.472 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T30 Ply: 1 Qty:1 SEQN:185952 /SPEC FROM: Cust: R 761 JRef:1X7T7610019 T39 DrwNo:221.21.1132.51124 SSB /WHK 08/09/2021 B2 B4 8'1"3'2"1220'4"6 5'10"2 4'2"4 (TYP) 5"8 5"8 4'0"6 3'6"14 4'10"10 10"4 8'0"13 3'2"3 9'0"6 11"9 20'4"6 11'4" 5"8 5"8 4'0"6 3'6"14 16'0"6 12' 20'4"6 4'4"2'2'4"146"33'8"42'0"94'9"145'0"710'1" 8'1" A B CD E F G H I J K L M NOPQRS T U V 5 12 5X8 2X61.5X4 3X4 7X104X5 1.5X4 7X8 3X3 7X6 1.5X4(**)3X3 3X101.5X4 4X41.5X4 3X10 3X3 1.5X4(**) 3X4 3X3 H0510 10X10 4X5(B1) 08/09/2021 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 #2; B2 2x6 SP 2400f-2.0E; B4 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W5 2x4 SP 2250f-1.9E; Lt Bearing Leg: 2x6 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Attic room loading from 5-11-14 to 14-0-14: Live Load: 30 PSF. Dead Load: 10 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF 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: 0.35" DL: 0.29". 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 O 1467 /-/-/574 /462 /305 R 1558 /-/-/755 /478 /- Wind reactions based on MWFRS O Brg Width = 3.5 Min Req =1.5 R Brg Width = 7.6 Min Req =1.5 Bearings O & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. F - G 901 -3641 A - B 408 -990 B - C 558 -1619 C - D 501 -1147 Chords Tens.Comp. D - E 1034 -1607 E - F 1427 -665 F - G 1571 -337 G - H 799 -2779 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 1010 -116 L - K 1762 -315 Chords Tens.Comp. K - J 2467 -649 J - H 2466 -649 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - M 1533 -404 O - A 772 -1499 B - M 480 -1987 B - L 2002 -464 L - P 263 -425 Webs Tens.Comp. P - C 251 -394 P - Q 177 -484 Q - E 113 -640 F - K 702 -39 K - G 505 -1078 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.357 F 674 360 VERT(CL):0.614 F 392 240 HORZ(LL):0.138 F - - HORZ(TL):0.156 F - - Creep Factor: 2.0 Max TC CSI:0.882 Max BC CSI:0.711 Max Web CSI:0.853 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T31 Ply: 1 Qty:1 SEQN:185955 /SPEC FROM: Cust: R 761 JRef:1X7T7610019 T33 DrwNo:221.21.1132.51217 SSB /WHK 08/09/2021 T2 B2 B4 W5 8'1"3'2"1220'4"6 5"8 5"8 4'0"6 3'6"14 5'11"14 1'11"8 9'0"6 3'0"8 20'4"6 11'4" 5"8 5"8 4'0"6 3'6"14 16'0"6 12' 20'1"14 4'1"8 20'4"6 2"8 1'2'3'2"146"3 4'11"14'5"142'0"95'5"710'1" 8'1" A B C D E F G H I JKLMN O P Q R 5 12 5X8 2X61.5X4 6X6 7X10 6X6 3X33X4 3X46X6 3X3 3X10 3X3 2X4(**) 3X4 3X3 H0510 10X10 4X5(B1) **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 #2; B2 2x6 SP 2400f-2.0E; B4 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; W5 2x4 SP 2250f-1.9E; Lt Bearing Leg: 2x6 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Attic room loading from 5-11-14 to 14-0-14: Live Load: 30 PSF. Dead Load: 10 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF 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: 0.35" DL: 0.29". 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 O 1467 /-/-/574 /462 /305 R 1558 /-/-/755 /478 /- Wind reactions based on MWFRS O Brg Width = 3.5 Min Req =1.5 R Brg Width = 7.6 Min Req =1.5 Bearings O & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. F - G 901 -3641 A - B 408 -990 B - C 558 -1619 C - D 501 -1147 Chords Tens.Comp. D - E 1034 -1607 E - F 1427 -665 F - G 1571 -337 G - H 799 -2779 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 1010 -116 L - K 1762 -315 Chords Tens.Comp. K - J 2467 -649 J - H 2466 -649 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - M 1533 -404 O - A 772 -1499 B - M 480 -1987 B - L 2002 -464 L - P 263 -425 Webs Tens.Comp. P - C 251 -394 P - Q 177 -484 Q - E 113 -640 F - K 702 -39 K - G 505 -1078 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.357 F 674 360 VERT(CL):0.614 F 392 240 HORZ(LL):0.138 F - - HORZ(TL):0.156 F - - Creep Factor: 2.0 Max TC CSI:0.882 Max BC CSI:0.711 Max Web CSI:0.853 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T31 Ply: 1 Qty:1 SEQN:185955 /SPEC FROM: Cust: R 761 JRef:1X7T7610019 T33 DrwNo:221.21.1132.51217 SSB /WHK 08/09/2021 T2 B2 B4 W5 8'1"3'2"1220'4"6 5"8 5"8 4'0"6 3'6"14 5'11"14 1'11"8 9'0"6 3'0"8 20'4"6 11'4" 5"8 5"8 4'0"6 3'6"14 16'0"6 12' 20'1"14 4'1"8 20'4"6 2"8 1'2'3'2"146"3 4'11"14'5"142'0"95'5"710'1" 8'1" A B C D E F G H I JKLMN O P Q R 5 12 5X8 2X61.5X4 6X6 7X10 6X6 3X33X4 3X46X6 3X3 3X10 3X3 2X4(**) 3X4 3X3 H0510 10X10 4X5(B1) 08/09/2021 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 2250f-1.9E; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 3.011' Rt Slider: 2x4 SP #2; block length = 3.011' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 92 plf at -1.00 to 92 plf at 3.03 TC: From 76 plf at 3.03 to 76 plf at 17.44 TC: From 93 plf at 17.44 to 93 plf at 21.47 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 3.03 BC: From 10 plf at 3.03 to 10 plf at 17.44 BC: From 20 plf at 17.44 to 20 plf at 20.47 BC: From 4 plf at 20.47 to 4 plf at 21.47 TC: 163 lb Conc. Load at 3.03,17.44 PLT: 98 lb Conc. Load at ( 5.06,13.81), (7.06,13.81) (9.06,13.81), (10.23,13.81), (11.41,13.81), (13.41,13.81) (15.41,13.81) BC: -9 lb Conc. Load at 3.03,17.44 BC: 22 lb Conc. Load at 5.06, 7.06, 9.06,10.23 11.41,13.41,15.41 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. Left and right cantilevers are 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 1649 /-/-/-/774 /- N 1617 /-/-/-/759 /- Wind reactions based on MWFRS B Brg Width = 5.3 Min Req =1.5 N Brg Width = 4.0 Min Req =1.5 Bearings B & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1196 -2460 C - D 884 -1845 D - E 809 -1726 E - F 815 -1740 F - G 819 -1747 G - H 799 -1706 Chords Tens.Comp. H - I 799 -1706 I - J 819 -1747 J - K 815 -1740 K - L 809 -1726 L - M 883 -1844 M - N 1245 -2601 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 2088 -998 T - S 2065 -981 S - R 2562 -1204 Chords Tens.Comp. R - Q 2632 -1237 Q - P 2229 -1058 P - N 2248 -1072 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 446 -945 C - S 512 -227 U - V 446 -945 V - W 449 -951 W -R 365 -767 R -AC 401 -843 Webs Tens.Comp. H - Z 1054 -482 Z - R 762 -350 AC-AD 485 -1027 Q - M 417 -183 AD-AE 482 -1021 AE- M 481 -1021 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.081 K 999 360 VERT(CL):0.143 K 999 240 HORZ(LL):0.028 P - - HORZ(TL):0.049 P - - Creep Factor: 2.0 Max TC CSI:0.255 Max BC CSI:0.402 Max Web CSI:0.390 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T32 Ply: 1 Qty:1 SEQN:185782 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T40 DrwNo:221.21.1132.50968 SSB /WHK 08/09/2021 5"4 19'8"12 3"10 4'10"13 1'4" (TYP) 3'9"2 3'9"2 10'2"13 6'5"11 17'5"4 7'2"7 20'5"10 3'0"6 3'1"12 3'1"12 6'6"8 3'4"12 10'2"13 3'8"5 13'11"1 3'8"4 17'3"14 3'4"12 20'5"10 3'1"121'1' 6"34'9"64'11"1512'1"A B C D E F G H I J K L M N O PQRST U V W Z AC AD AE 5 12 2X5(C3)3X4(C3) 5X10 3X43X4 4X4 3X85X8 3X43X4 5X10 2X5(C3)3X4(C3) **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 2250f-1.9E; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 3.011' Rt Slider: 2x4 SP #2; block length = 3.011' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 92 plf at -1.00 to 92 plf at 3.03 TC: From 76 plf at 3.03 to 76 plf at 17.44 TC: From 93 plf at 17.44 to 93 plf at 21.47 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 3.03 BC: From 10 plf at 3.03 to 10 plf at 17.44 BC: From 20 plf at 17.44 to 20 plf at 20.47 BC: From 4 plf at 20.47 to 4 plf at 21.47 TC: 163 lb Conc. Load at 3.03,17.44 PLT: 98 lb Conc. Load at ( 5.06,13.81), (7.06,13.81) (9.06,13.81), (10.23,13.81), (11.41,13.81), (13.41,13.81) (15.41,13.81) BC: -9 lb Conc. Load at 3.03,17.44 BC: 22 lb Conc. Load at 5.06, 7.06, 9.06,10.23 11.41,13.41,15.41 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. Left and right cantilevers are 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 1649 /-/-/-/774 /- N 1617 /-/-/-/759 /- Wind reactions based on MWFRS B Brg Width = 5.3 Min Req =1.5 N Brg Width = 4.0 Min Req =1.5 Bearings B & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1196 -2460 C - D 884 -1845 D - E 809 -1726 E - F 815 -1740 F - G 819 -1747 G - H 799 -1706 Chords Tens.Comp. H - I 799 -1706 I - J 819 -1747 J - K 815 -1740 K - L 809 -1726 L - M 883 -1844 M - N 1245 -2601 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 2088 -998 T - S 2065 -981 S - R 2562 -1204 Chords Tens.Comp. R - Q 2632 -1237 Q - P 2229 -1058 P - N 2248 -1072 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 446 -945 C - S 512 -227 U - V 446 -945 V - W 449 -951 W -R 365 -767 R -AC 401 -843 Webs Tens.Comp. H - Z 1054 -482 Z - R 762 -350 AC-AD 485 -1027 Q - M 417 -183 AD-AE 482 -1021 AE- M 481 -1021 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.081 K 999 360 VERT(CL):0.143 K 999 240 HORZ(LL):0.028 P - - HORZ(TL):0.049 P - - Creep Factor: 2.0 Max TC CSI:0.255 Max BC CSI:0.402 Max Web CSI:0.390 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T32 Ply: 1 Qty:1 SEQN:185782 /HIPS FROM: Cust: R 761 JRef:1X7T7610019 T40 DrwNo:221.21.1132.50968 SSB /WHK 08/09/2021 5"4 19'8"12 3"10 4'10"13 1'4" (TYP) 3'9"2 3'9"2 10'2"13 6'5"11 17'5"4 7'2"7 20'5"10 3'0"6 3'1"12 3'1"12 6'6"8 3'4"12 10'2"13 3'8"5 13'11"1 3'8"4 17'3"14 3'4"12 20'5"10 3'1"121'1' 6"34'9"64'11"1512'1"A B C D E F G H I J K L M N O PQRST U V W Z AC AD AE 5 12 2X5(C3)3X4(C3) 5X10 3X43X4 4X4 3X85X8 3X43X4 5X10 2X5(C3)3X4(C3) 08/09/2021 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; Lt Slider: 2x4 SP #2; block length = 2.000' Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. 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 531 /-/-/297 /234 /198 P 1371 /-/-/696 /435 /- I 684 /-/-/468 /298 /- Wind reactions based on MWFRS B Brg Width = 5.3 Min Req =1.5 P Brg Width = 7.6 Min Req =1.6 I Brg Width = 3.5 Min Req =1.5 Bearings B, P, & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 413 -104 Chords Tens.Comp. F - G 257 -508 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 399 -159 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 326 -500 P - D 379 -986 D - L 690 -215 L - K 419 -174 Webs Tens.Comp. K - F 252 -501 J - G 419 -159 G - I 313 -644 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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 P 223 360 VERT(CL):0.038 P 205 240 HORZ(LL):0.029 K - - HORZ(TL):0.033 K - - Creep Factor: 2.0 Max TC CSI:0.483 Max BC CSI:0.438 Max Web CSI:0.385 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T33 Ply: 1 Qty:1 SEQN:185905 /SPEC FROM: Cust: R 761 JRef:1X7T7610019 T29 DrwNo:221.21.1132.51060 SSB /WHK 08/09/2021 5"4 8'2"9 11'9"5 4'10"5 4'10"5 8'9"9 3'11"4 10'2"13 1'5"4 15'2"3 4'11"6 20'5"2 5'2"14 8'6"1 8'6"1 9'7"12 1'1"11 10'1"1 5"5 15'5"11 5'4"10 20'5"2 4'11"61'1'0"82'6"3 2'6"66'9"612'1" 10'1" A B C D E F G H IJK LM NO P 5 12 2X4(C3)3X4(C3) 1.5X4 3X4 3X4 1.5X41.5X4 4X4 4X4 3X4 3X4 3X4 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; Lt Slider: 2x4 SP #2; block length = 2.000' Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. 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 531 /-/-/297 /234 /198 P 1371 /-/-/696 /435 /- I 684 /-/-/468 /298 /- Wind reactions based on MWFRS B Brg Width = 5.3 Min Req =1.5 P Brg Width = 7.6 Min Req =1.6 I Brg Width = 3.5 Min Req =1.5 Bearings B, P, & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 413 -104 Chords Tens.Comp. F - G 257 -508 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 399 -159 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 326 -500 P - D 379 -986 D - L 690 -215 L - K 419 -174 Webs Tens.Comp. K - F 252 -501 J - G 419 -159 G - I 313 -644 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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 P 223 360 VERT(CL):0.038 P 205 240 HORZ(LL):0.029 K - - HORZ(TL):0.033 K - - Creep Factor: 2.0 Max TC CSI:0.483 Max BC CSI:0.438 Max Web CSI:0.385 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T33 Ply: 1 Qty:1 SEQN:185905 /SPEC FROM: Cust: R 761 JRef:1X7T7610019 T29 DrwNo:221.21.1132.51060 SSB /WHK 08/09/2021 5"4 8'2"9 11'9"5 4'10"5 4'10"5 8'9"9 3'11"4 10'2"13 1'5"4 15'2"3 4'11"6 20'5"2 5'2"14 8'6"1 8'6"1 9'7"12 1'1"11 10'1"1 5"5 15'5"11 5'4"10 20'5"2 4'11"61'1'0"82'6"3 2'6"66'9"612'1" 10'1" A B C D E F G H IJK LM NO P 5 12 2X4(C3)3X4(C3) 1.5X4 3X4 3X4 1.5X41.5X4 4X4 4X4 3X4 3X4 3X4 4X4 1.5X6 08/09/2021 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; W1 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Left 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 L 1283 /-/0 /693 /496 /198 H 1210 /-/-/647 /471 /- Wind reactions based on MWFRS L Brg Width = 3.5 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 Bearings L & 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 429 -1046 C - D 508 -1030 Chords Tens.Comp. D - E 508 -1031 E - F 475 -1167 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 909 -319 Chords Tens.Comp. J - I 1017 -361 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 477 -1134 B - K 1080 -374 K - C 248 -461 Webs Tens.Comp. I - F 1071 -373 F - H 486 -1164 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.050 C 999 360 VERT(CL):0.093 C 999 240 HORZ(LL):0.008 H - - HORZ(TL):0.015 H - - Creep Factor: 2.0 Max TC CSI:0.474 Max BC CSI:0.713 Max Web CSI:0.244 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T34 Ply: 1 Qty:5 SEQN:185909 /COMN FROM: Cust: R 761 JRef:1X7T7610019 T52 DrwNo:221.21.1132.51281 SSB /WHK 08/09/2021 W1 5"8 19'11"2 5'4"12 5'4"12 10'2"5 4'9"8 14'11"13 4'9"8 20'4"10 5'4"12 4'11"12 4'11"12 10'0"13 5'1" 15'1"13 5'1" 20'3"2 5'1"41'0"8 1'0"82'7"2'6"66'9"610'1" A B C D E F G HIJKL 5 12 3X6 5X6 3X4 3X4 4X4 5X8 3X4 3X4 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; W1 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Left 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 L 1283 /-/0 /693 /496 /198 H 1210 /-/-/647 /471 /- Wind reactions based on MWFRS L Brg Width = 3.5 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 Bearings L & 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 429 -1046 C - D 508 -1030 Chords Tens.Comp. D - E 508 -1031 E - F 475 -1167 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 909 -319 Chords Tens.Comp. J - I 1017 -361 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 477 -1134 B - K 1080 -374 K - C 248 -461 Webs Tens.Comp. I - F 1071 -373 F - H 486 -1164 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.050 C 999 360 VERT(CL):0.093 C 999 240 HORZ(LL):0.008 H - - HORZ(TL):0.015 H - - Creep Factor: 2.0 Max TC CSI:0.474 Max BC CSI:0.713 Max Web CSI:0.244 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T34 Ply: 1 Qty:5 SEQN:185909 /COMN FROM: Cust: R 761 JRef:1X7T7610019 T52 DrwNo:221.21.1132.51281 SSB /WHK 08/09/2021 W1 5"8 19'11"2 5'4"12 5'4"12 10'2"5 4'9"8 14'11"13 4'9"8 20'4"10 5'4"12 4'11"12 4'11"12 10'0"13 5'1" 15'1"13 5'1" 20'3"2 5'1"41'0"8 1'0"82'7"2'6"66'9"610'1" A B C D E F G HIJKL 5 12 3X6 5X6 3X4 3X4 4X4 5X8 3X4 3X4 4X4 1.5X6 08/09/2021 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; W1 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Left 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 J 1179 /-/0 /607 /453 /162 F 1112 /-/-/564 /430 /- Wind reactions based on MWFRS J Brg Width = 3.5 Min Req =1.5 F Brg Width = 3.5 Min Req =1.5 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 428 -1072 B - C 506 -1044 Chords Tens.Comp. C - D 507 -1046 D - E 470 -1182 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 935 -341 Chords Tens.Comp. H - G 1035 -380 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 437 -1038 A - I 1084 -387 I - B 249 -452 Webs Tens.Comp. G - E 1086 -391 E - F 445 -1066 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.048 B 999 360 VERT(CL):0.089 B 999 240 HORZ(LL):0.009 F - - HORZ(TL):0.016 F - - Creep Factor: 2.0 Max TC CSI:0.511 Max BC CSI:0.657 Max Web CSI:0.245 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T34A Ply: 1 Qty:1 SEQN:185916 /COMN FROM: Cust: R 761 JRef:1X7T7610019 T53 DrwNo:221.21.1132.51093 SSB /WHK 08/09/2021 W1 5"8 19'11"2 5'4"12 5'4"12 10'2"5 4'9"8 14'11"13 4'9"8 20'4"10 5'4"12 4'11"12 4'11"12 10'0"13 5'1" 15'1"13 5'1" 20'3"2 5'1"42'7"2'6"66'9"610'1" A B C D E FGHIJ 5 12 4X6 5X6 3X4 3X4 4X4 5X8 3X4 3X4 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; W1 2x6 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Left 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 J 1179 /-/0 /607 /453 /162 F 1112 /-/-/564 /430 /- Wind reactions based on MWFRS J Brg Width = 3.5 Min Req =1.5 F Brg Width = 3.5 Min Req =1.5 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 428 -1072 B - C 506 -1044 Chords Tens.Comp. C - D 507 -1046 D - E 470 -1182 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 935 -341 Chords Tens.Comp. H - G 1035 -380 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 437 -1038 A - I 1084 -387 I - B 249 -452 Webs Tens.Comp. G - E 1086 -391 E - F 445 -1066 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.048 B 999 360 VERT(CL):0.089 B 999 240 HORZ(LL):0.009 F - - HORZ(TL):0.016 F - - Creep Factor: 2.0 Max TC CSI:0.511 Max BC CSI:0.657 Max Web CSI:0.245 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T34A Ply: 1 Qty:1 SEQN:185916 /COMN FROM: Cust: R 761 JRef:1X7T7610019 T53 DrwNo:221.21.1132.51093 SSB /WHK 08/09/2021 W1 5"8 19'11"2 5'4"12 5'4"12 10'2"5 4'9"8 14'11"13 4'9"8 20'4"10 5'4"12 4'11"12 4'11"12 10'0"13 5'1" 15'1"13 5'1" 20'3"2 5'1"42'7"2'6"66'9"610'1" A B C D E FGHIJ 5 12 4X6 5X6 3X4 3X4 4X4 5X8 3X4 3X4 4X4 1.5X6 08/09/2021 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; W1 2x6 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. End verticals not exposed to wind pressure. Left 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 J 1151 /-/-/550 /455 /108 F 1140 /-/-/541 /453 /- Wind reactions based on MWFRS J Brg Width = 3.5 Min Req =1.5 F Brg Width = 3.5 Min Req =1.5 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. B - C 474 -1149 Chords Tens.Comp. C - D 482 -1160 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 868 -329 I - H 863 -331 Chords Tens.Comp. H - G 948 -381 G - F 952 -379 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - B 488 -1292 Webs Tens.Comp. D - F 558 -1400 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 15.44 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 H 999 360 VERT(CL):0.051 H 999 240 HORZ(LL):0.016 F - - HORZ(TL):0.030 F - - Creep Factor: 2.0 Max TC CSI:0.917 Max BC CSI:0.479 Max Web CSI:0.530 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T35 Ply: 1 Qty:1 SEQN:185920 /SPEC FROM: Cust: R 761 JRef:1X7T7610019 T36 DrwNo:221.21.1132.51545 SSB /WHK 08/09/2021 W1 5"8 19'11"2 3'4"5 3'4"5 10'2"5 6'10" 17'0"5 6'10" 20'4"10 3'4"5 3'1"1 3'1"1 10'0"13 6'11"12 17'0"9 6'11"12 20'3"2 3'2"93'11"36'9"610'1" A B C D E FGHIJ 5 12 1.5X4 6X6 1.5X4 5X12 7X6 5X8 5X12 1.5X4 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; W1 2x6 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. End verticals not exposed to wind pressure. Left 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 J 1151 /-/-/550 /455 /108 F 1140 /-/-/541 /453 /- Wind reactions based on MWFRS J Brg Width = 3.5 Min Req =1.5 F Brg Width = 3.5 Min Req =1.5 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. B - C 474 -1149 Chords Tens.Comp. C - D 482 -1160 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 868 -329 I - H 863 -331 Chords Tens.Comp. H - G 948 -381 G - F 952 -379 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - B 488 -1292 Webs Tens.Comp. D - F 558 -1400 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 15.44 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 H 999 360 VERT(CL):0.051 H 999 240 HORZ(LL):0.016 F - - HORZ(TL):0.030 F - - Creep Factor: 2.0 Max TC CSI:0.917 Max BC CSI:0.479 Max Web CSI:0.530 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T35 Ply: 1 Qty:1 SEQN:185920 /SPEC FROM: Cust: R 761 JRef:1X7T7610019 T36 DrwNo:221.21.1132.51545 SSB /WHK 08/09/2021 W1 5"8 19'11"2 3'4"5 3'4"5 10'2"5 6'10" 17'0"5 6'10" 20'4"10 3'4"5 3'1"1 3'1"1 10'0"13 6'11"12 17'0"9 6'11"12 20'3"2 3'2"93'11"36'9"610'1" A B C D E FGHIJ 5 12 1.5X4 6X6 1.5X4 5X12 7X6 5X8 5X12 1.5X4 1.5X4 6X6 08/09/2021 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; W1 2x6 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. End verticals not exposed to wind pressure. Left 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 J 1151 /-/-/537 /466 /76 F 1140 /-/-/536 /464 /- Wind reactions based on MWFRS J Brg Width = 3.5 Min Req =1.5 F Brg Width = 3.5 Min Req =1.5 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. B - C 455 -1073 Chords Tens.Comp. C - D 465 -1089 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 1002 -395 I - H 998 -396 Chords Tens.Comp. H - G 1059 -431 G - F 1062 -429 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - B 524 -1327 Webs Tens.Comp. D - F 559 -1383 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 15.86 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 H 999 360 VERT(CL):0.060 H 999 240 HORZ(LL):0.018 F - - HORZ(TL):0.034 F - - Creep Factor: 2.0 Max TC CSI:0.799 Max BC CSI:0.402 Max Web CSI:0.988 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T36 Ply: 1 Qty:1 SEQN:185924 /SPEC FROM: Cust: R 761 JRef:1X7T7610019 T54 DrwNo:221.21.1132.51514 SSB /WHK 08/09/2021 W1 5"8 19'11"2 5'4"5 5'4"5 10'2"5 4'10" 15'0"5 4'10" 20'4"10 5'4"5 5'1"1 5'1"1 10'0"13 4'11"12 15'0"9 4'11"12 20'3"2 5'2"94'9"36'9"6(a) 10'1" A B C D E FGHIJ 5 12 1.5X4 6X6 1.5X4 5X10(SRS) 4X4 5X8 5X12 1.5X4 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; W1 2x6 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. End verticals not exposed to wind pressure. Left 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 J 1151 /-/-/537 /466 /76 F 1140 /-/-/536 /464 /- Wind reactions based on MWFRS J Brg Width = 3.5 Min Req =1.5 F Brg Width = 3.5 Min Req =1.5 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. B - C 455 -1073 Chords Tens.Comp. C - D 465 -1089 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 1002 -395 I - H 998 -396 Chords Tens.Comp. H - G 1059 -431 G - F 1062 -429 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - B 524 -1327 Webs Tens.Comp. D - F 559 -1383 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 15.86 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 H 999 360 VERT(CL):0.060 H 999 240 HORZ(LL):0.018 F - - HORZ(TL):0.034 F - - Creep Factor: 2.0 Max TC CSI:0.799 Max BC CSI:0.402 Max Web CSI:0.988 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T36 Ply: 1 Qty:1 SEQN:185924 /SPEC FROM: Cust: R 761 JRef:1X7T7610019 T54 DrwNo:221.21.1132.51514 SSB /WHK 08/09/2021 W1 5"8 19'11"2 5'4"5 5'4"5 10'2"5 4'10" 15'0"5 4'10" 20'4"10 5'4"5 5'1"1 5'1"1 10'0"13 4'11"12 15'0"9 4'11"12 20'3"2 5'2"94'9"36'9"6(a) 10'1" A B C D E FGHIJ 5 12 1.5X4 6X6 1.5X4 5X10(SRS) 4X4 5X8 5X12 1.5X4 1.5X4 6X6 08/09/2021 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 93 plf at -1.00 to 93 plf at 5.00 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.00 BC: From 4 plf at 4.00 to 4 plf at 5.00 TC: 108 lb Conc. Load at 2.00 BC: 41 lb Conc. Load at 2.00 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 396 /-/-/-/223 /- D 396 /-/-/-/223 /- Wind reactions based on MWFRS B Brg Width = 4.0 Min Req =1.5 D Brg Width = 4.0 Min Req =1.5 Bearings B & D are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 21.47 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: 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):0.004 F 999 360 VERT(CL):0.007 F 999 240 HORZ(LL):0.002 F - - HORZ(TL):0.003 F - - Creep Factor: 2.0 Max TC CSI:0.189 Max BC CSI:0.140 Max Web CSI:0.013 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T37 Ply: 1 Qty:1 SEQN:185902 /COMN FROM: Cust: R 761 JRef:1X7T7610019 T71 DrwNo:221.21.1132.51468 SSB /WHK 08/09/2021 4' 2' 2' 4' 2' 2' 2' 4' 2'1'1' 6"31'4"31'6"1320'9"A B C D E F 5 12 3X4(B1) 4X4 1.5X4 3X4(B1) **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 93 plf at -1.00 to 93 plf at 5.00 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.00 BC: From 4 plf at 4.00 to 4 plf at 5.00 TC: 108 lb Conc. Load at 2.00 BC: 41 lb Conc. Load at 2.00 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 396 /-/-/-/223 /- D 396 /-/-/-/223 /- Wind reactions based on MWFRS B Brg Width = 4.0 Min Req =1.5 D Brg Width = 4.0 Min Req =1.5 Bearings B & D are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 21.47 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: 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):0.004 F 999 360 VERT(CL):0.007 F 999 240 HORZ(LL):0.002 F - - HORZ(TL):0.003 F - - Creep Factor: 2.0 Max TC CSI:0.189 Max BC CSI:0.140 Max Web CSI:0.013 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:T37 Ply: 1 Qty:1 SEQN:185902 /COMN FROM: Cust: R 761 JRef:1X7T7610019 T71 DrwNo:221.21.1132.51468 SSB /WHK 08/09/2021 4' 2' 2' 4' 2' 2' 2' 4' 2'1'1' 6"31'4"31'6"1320'9"A B C D E F 5 12 3X4(B1) 4X4 1.5X4 3X4(B1) 08/09/2021 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*112 /-/-/42 /24 /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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 16.60 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):0.006 999 360 VERT(CL):0.011 999 240 HORZ(LL):-0.002 - - HORZ(TL):0.004 - - Creep Factor: 2.0 Max TC CSI:0.090 Max BC CSI:0.140 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:V1 Ply: 1 Qty:1 SEQN:185721 /VAL FROM: Cust: R 761 JRef:1X7T7610019 T55 DrwNo:221.21.1132.51312 SSB /WHK 08/09/2021 3'10"13 1'11"6 1'11"6 3'10"13 1'11"6 3'10"13 3'10"13 0"410"16'0"6 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*112 /-/-/42 /24 /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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 16.60 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):0.006 999 360 VERT(CL):0.011 999 240 HORZ(LL):-0.002 - - HORZ(TL):0.004 - - Creep Factor: 2.0 Max TC CSI:0.090 Max BC CSI:0.140 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:V1 Ply: 1 Qty:1 SEQN:185721 /VAL FROM: Cust: R 761 JRef:1X7T7610019 T55 DrwNo:221.21.1132.51312 SSB /WHK 08/09/2021 3'10"13 1'11"6 1'11"6 3'10"13 1'11"6 3'10"13 3'10"13 0"410"16'0"6 A B C D 5 12 3X4(D1) 3X4 3X4(D1) 08/09/2021 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*112 /-/-/48 /35 /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# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 215 -458 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 16.19 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):0.012 D 999 360 VERT(CL):0.022 D 999 240 HORZ(LL):0.004 D - - HORZ(TL):0.007 D - - Creep Factor: 2.0 Max TC CSI:0.245 Max BC CSI:0.182 Max Web CSI:0.050 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:V2 Ply: 1 Qty:1 SEQN:185757 /VAL FROM: Cust: R 761 JRef:1X7T7610019 T56 DrwNo:221.21.1132.51014 SSB /WHK 08/09/2021 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"15'2"6 A B C D E 5 12 3X4(D1) 4X4 5X5 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*112 /-/-/48 /35 /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# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 215 -458 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 16.19 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):0.012 D 999 360 VERT(CL):0.022 D 999 240 HORZ(LL):0.004 D - - HORZ(TL):0.007 D - - Creep Factor: 2.0 Max TC CSI:0.245 Max BC CSI:0.182 Max Web CSI:0.050 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:V2 Ply: 1 Qty:1 SEQN:185757 /VAL FROM: Cust: R 761 JRef:1X7T7610019 T56 DrwNo:221.21.1132.51014 SSB /WHK 08/09/2021 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"15'2"6 A B C D E 5 12 3X4(D1) 4X4 5X5 3X4(D1) 08/09/2021 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; 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 (3) 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 493 /-/-/317 /152 /190 D 128 /-/-/72 /-/- C 285 /-/-/164 /189 /- 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.013 D - - HORZ(TL):0.025 D - - Creep Factor: 2.0 Max TC CSI:0.541 Max BC CSI:0.505 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:J1 Ply: 1 Qty:32 SEQN:185714 EJAC FROM: Cust: R 761 JRef:1X7T7610019 T15 DrwNo:221.21.1131.15033 AK /WHK 08/09/2021 6'9"4 6'9"41' 6"3 3'4"13'6"108'1" 11'1"9 A B C D 5 12 3X4(B1) **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; 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 (3) 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 493 /-/-/317 /152 /190 D 128 /-/-/72 /-/- C 285 /-/-/164 /189 /- 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.013 D - - HORZ(TL):0.025 D - - Creep Factor: 2.0 Max TC CSI:0.541 Max BC CSI:0.505 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:J1 Ply: 1 Qty:32 SEQN:185714 EJAC FROM: Cust: R 761 JRef:1X7T7610019 T15 DrwNo:221.21.1131.15033 AK /WHK 08/09/2021 6'9"4 6'9"41' 6"3 3'4"13'6"108'1" 11'1"9 A B C D 5 12 3X4(B1) 08/09/2021 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. Wind loading based on both gable and hip roof types. Additional Notes Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. 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 493 /-/-/317 /152 /190 F 122 /-/-/76 /8 /- E 272 /-/-/160 /173 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.141 G 565 360 VERT(CL):0.260 G 307 240 HORZ(LL):0.048 J - - HORZ(TL):0.088 J - - Creep Factor: 2.0 Max TC CSI:0.477 Max BC CSI:0.462 Max Web CSI:0.137 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:J1T Ply: 1 Qty:5 SEQN:185730 EJAC FROM: Cust: R 761 JRef:1X7T7610019 T57 DrwNo:221.21.1131.21090 AK /WHK 08/09/2021 11"11 11"11 6'9"4 5'9"9 11"11 11"11 1'5"15 6"4 2'8"6 1'2"7 6'9"4 4'0"141' 6"3 8"2'8"13'4"13'6"108'1" 8'9" 11'1"9 A B C D E F GHIJ 5 12 3X4(B1) 3X3 1.5X4(**)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 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. Wind loading based on both gable and hip roof types. Additional Notes Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. 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 493 /-/-/317 /152 /190 F 122 /-/-/76 /8 /- E 272 /-/-/160 /173 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 F Brg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.141 G 565 360 VERT(CL):0.260 G 307 240 HORZ(LL):0.048 J - - HORZ(TL):0.088 J - - Creep Factor: 2.0 Max TC CSI:0.477 Max BC CSI:0.462 Max Web CSI:0.137 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:J1T Ply: 1 Qty:5 SEQN:185730 EJAC FROM: Cust: R 761 JRef:1X7T7610019 T57 DrwNo:221.21.1131.21090 AK /WHK 08/09/2021 11"11 11"11 6'9"4 5'9"9 11"11 11"11 1'5"15 6"4 2'8"6 1'2"7 6'9"4 4'0"141' 6"3 8"2'8"13'4"13'6"108'1" 8'9" 11'1"9 A B C D E F GHIJ 5 12 3X4(B1) 3X3 1.5X4(**)1.5X6 08/09/2021 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 292 /-/-/201 /94 /95 D 55 /-/-/29 /-/- C 111 /-/-/61 /80 /- 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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:0.146 Max BC CSI:0.082 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:J2 Ply: 1 Qty:9 SEQN:185716 EJAC FROM: Cust: R 761 JRef:1X7T7610019 T37 DrwNo:221.21.1131.23070 AK /WHK 08/09/2021 3' 3'1' 6"3 1'9"31'11"138'1" 9'6"11 A B C D 5 12 3X4(B1) **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 292 /-/-/201 /94 /95 D 55 /-/-/29 /-/- C 111 /-/-/61 /80 /- 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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:0.146 Max BC CSI:0.082 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:J2 Ply: 1 Qty:9 SEQN:185716 EJAC FROM: Cust: R 761 JRef:1X7T7610019 T37 DrwNo:221.21.1131.23070 AK /WHK 08/09/2021 3' 3'1' 6"3 1'9"31'11"138'1" 9'6"11 A B C D 5 12 3X4(B1) 08/09/2021 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 93 plf at -1.00 to 93 plf at 3.00 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 3.00 TC: 35 lb Conc. Load at -1.00 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind 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 E 420 /-/-/262 /191 /95 D 22 /-49 /-/44 /17 /- C 98 /-/-/59 /82 /- Wind reactions based on MWFRS E Brg Width = 5.2 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):-0.011 C - - HORZ(TL):0.020 C - - Creep Factor: 2.0 Max TC CSI:0.313 Max BC CSI:0.372 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:J2C Ply: 1 Qty:9 SEQN:185754 EJAC FROM: Cust: R 761 JRef:1X7T7610019 T49 DrwNo:221.21.1131.32790 AK /WHK 08/09/2021 5"4 3' 3'1' 6"3 1'9"31'11"1312'1" 13'6"11 A B C DE 5 12 3X4(B1) **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 93 plf at -1.00 to 93 plf at 3.00 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 3.00 TC: 35 lb Conc. Load at -1.00 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind 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 E 420 /-/-/262 /191 /95 D 22 /-49 /-/44 /17 /- C 98 /-/-/59 /82 /- Wind reactions based on MWFRS E Brg Width = 5.2 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):-0.011 C - - HORZ(TL):0.020 C - - Creep Factor: 2.0 Max TC CSI:0.313 Max BC CSI:0.372 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:J2C Ply: 1 Qty:9 SEQN:185754 EJAC FROM: Cust: R 761 JRef:1X7T7610019 T49 DrwNo:221.21.1131.32790 AK /WHK 08/09/2021 5"4 3' 3'1' 6"3 1'9"31'11"1312'1" 13'6"11 A B C DE 5 12 3X4(B1) 08/09/2021 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 245 /-/-/171 /111 /85 D 33 /-/-/17 /-/- C 56 /-/-/25 /58 /- Wind reactions based on MWFRS B Brg Width = 4.0 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 21.46 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:0.101 Max BC CSI:0.027 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:J3 Ply: 1 Qty:2 SEQN:185715 EJAC FROM: Cust: R 761 JRef:1X7T7610019 T67 DrwNo:221.21.1131.34990 AK /WHK 08/09/2021 1'11"4 1'11"41' 6"3 1'3"141'6"820'9" 21'9"6 A B C D 5 12 3X4(B1) **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 245 /-/-/171 /111 /85 D 33 /-/-/17 /-/- C 56 /-/-/25 /58 /- Wind reactions based on MWFRS B Brg Width = 4.0 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 21.46 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:0.101 Max BC CSI:0.027 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:J3 Ply: 1 Qty:2 SEQN:185715 EJAC FROM: Cust: R 761 JRef:1X7T7610019 T67 DrwNo:221.21.1131.34990 AK /WHK 08/09/2021 1'11"4 1'11"41' 6"3 1'3"141'6"820'9" 21'9"6 A B C D 5 12 3X4(B1) 08/09/2021 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 6-9-4 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 466 /-/-/-/186 /- E 450 /-/0 /-/118 /0 D 363 /-/-/-/199 /- 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 419 -1065 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 997 -390 Chords Tens.Comp. G - F 986 -392 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 429 -1079 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.059 C 999 360 VERT(CL):0.110 C 999 240 HORZ(LL):0.011 C - - HORZ(TL):0.020 C - - Creep Factor: 2.0 Max TC CSI:0.899 Max BC CSI:0.897 Max Web CSI:0.386 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:K1 Ply: 1 Qty:2 SEQN:185725 HIP_ FROM: Cust: R 761 JRef:1X7T7610019 T17 DrwNo:221.21.1131.50697 AK /WHK 08/09/2021 5'1"3 5'1"3 9'6"14 4'5"11 4'11"7 4'11"7 8'10"6 3'10"15 9'6"14 8"81'5" 5"15 3'3"133'6"88'1" 11'1"5 A B C D EFG 3.54 12 2X4(A1)1.5X4 3X4 3X4 **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 6-9-4 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 466 /-/-/-/186 /- E 450 /-/0 /-/118 /0 D 363 /-/-/-/199 /- 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 419 -1065 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 997 -390 Chords Tens.Comp. G - F 986 -392 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 429 -1079 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.059 C 999 360 VERT(CL):0.110 C 999 240 HORZ(LL):0.011 C - - HORZ(TL):0.020 C - - Creep Factor: 2.0 Max TC CSI:0.899 Max BC CSI:0.897 Max Web CSI:0.386 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:K1 Ply: 1 Qty:2 SEQN:185725 HIP_ FROM: Cust: R 761 JRef:1X7T7610019 T17 DrwNo:221.21.1131.50697 AK /WHK 08/09/2021 5'1"3 5'1"3 9'6"14 4'5"11 4'11"7 4'11"7 8'10"6 3'10"15 9'6"14 8"81'5" 5"15 3'3"133'6"88'1" 11'1"5 A B C D EFG 3.54 12 2X4(A1)1.5X4 3X4 3X4 08/09/2021 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; B2 2x4 SP 2250f-1.9E; 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. Loading Hipjack supports 6-9-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 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). 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 466 /-/-/-/186 /- G 414 /-/-/-/99 /- F 398 /-/-/-/217 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 G Brg Width = 1.5 Min Req =- F 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. D - E 789 -1986 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - K 1801 -726 K - I 1957 -782 Chords Tens.Comp. I - H 1928 -784 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 156 -391 Webs Tens.Comp. E - H 803 -1974 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.152 E 746 360 VERT(CL):0.282 E 400 240 HORZ(LL):0.051 H - - HORZ(TL):0.095 H - - Creep Factor: 2.0 Max TC CSI:0.546 Max BC CSI:0.645 Max Web CSI:0.429 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:K1T Ply: 1 Qty:1 SEQN:22880 HIP_ FROM: Cust: R 761 JRef:1X7T7610019 T63 DrwNo:221.21.1132.07947 AK /WHK 08/09/2021 B2 1'5"9 1'5"9 4'6"3 3'0"11 9'6"14 5'0"11 1'5"9 1'5"9 2'1"10 8"2 3'9"13 1'8"2 4'4"7 6"11 8'3"9 3'11"2 9'6"14 1'3"51'5" 5"15 8"2'7"133'3"133'6"88'1" 8'9" 11'1"5 A B C D E F GHI JKLM 3.54 12 2X4(A1) 3X3 1.5X6(**) 3X5 4X4 **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; B2 2x4 SP 2250f-1.9E; 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. Loading Hipjack supports 6-9-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 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). 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 466 /-/-/-/186 /- G 414 /-/-/-/99 /- F 398 /-/-/-/217 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 G Brg Width = 1.5 Min Req =- F 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. D - E 789 -1986 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - K 1801 -726 K - I 1957 -782 Chords Tens.Comp. I - H 1928 -784 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 156 -391 Webs Tens.Comp. E - H 803 -1974 Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.152 E 746 360 VERT(CL):0.282 E 400 240 HORZ(LL):0.051 H - - HORZ(TL):0.095 H - - Creep Factor: 2.0 Max TC CSI:0.546 Max BC CSI:0.645 Max Web CSI:0.429 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:K1T Ply: 1 Qty:1 SEQN:22880 HIP_ FROM: Cust: R 761 JRef:1X7T7610019 T63 DrwNo:221.21.1132.07947 AK /WHK 08/09/2021 B2 1'5"9 1'5"9 4'6"3 3'0"11 9'6"14 5'0"11 1'5"9 1'5"9 2'1"10 8"2 3'9"13 1'8"2 4'4"7 6"11 8'3"9 3'11"2 9'6"14 1'3"51'5" 5"15 8"2'7"133'3"133'6"88'1" 8'9" 11'1"5 A B C D E F GHI JKLM 3.54 12 2X4(A1) 3X3 1.5X6(**) 3X5 4X4 08/09/2021 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 3-0-0 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 132 /-/-/-/57 /- D 30 /-/-/7 /-/- C 111 /-/-/-/61 /- 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.003 D - - Creep Factor: 2.0 Max TC CSI:0.207 Max BC CSI:0.079 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:K2 Ply: 1 Qty:2 SEQN:185748 /HIP_ FROM: Cust: R 761 JRef:1X7T7610019 T38 DrwNo:221.21.1132.51296 SSB /WHK 08/09/2021 4'2"15 4'2"151'5" 5"15 1'8"151'11"108'1" 9'6"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 3-0-0 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 132 /-/-/-/57 /- D 30 /-/-/7 /-/- C 111 /-/-/-/61 /- 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.003 D - - Creep Factor: 2.0 Max TC CSI:0.207 Max BC CSI:0.079 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:K2 Ply: 1 Qty:2 SEQN:185748 /HIP_ FROM: Cust: R 761 JRef:1X7T7610019 T38 DrwNo:221.21.1132.51296 SSB /WHK 08/09/2021 4'2"15 4'2"151'5" 5"15 1'8"151'11"108'1" 9'6"7 A B C D 3.54 12 2X4(A1) 08/09/2021 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 The following trusses need concentrated loads at the end of their overhangs: 3-0-0 span/setback member on the 0-5-4 cant side requires 34 lbs and the 3-0-0 span/setback member on the 0-5-4 cant side requires 34 lbs. Sub-fascia beam assumptions: 4-0-0 sub-fascia beam on the 0-5-4 cantilever side. 4-0-0 sub-fascia beam on the 0-5-4 cantilever side. Hipjack supports 3-0-0 setback jacks with 0-5-4 cantilever one face; 0-5-4 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind 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 E 269 /-/-/-/126 /- D -/-31 /-/32 /-/- C 66 /-/-/-/38 /- Wind reactions based on MWFRS E Brg Width = 7.4 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.031 D 360 360 VERT(CL):0.054 D 206 240 HORZ(LL):-0.014 C - - HORZ(TL):0.024 C - - Creep Factor: 2.0 Max TC CSI:0.381 Max BC CSI:0.359 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:K2C Ply: 1 Qty:2 SEQN:185751 /HIP_ FROM: Cust: R 761 JRef:1X7T7610019 T51 DrwNo:221.21.1132.51404 SSB /WHK 08/09/2021 7"7 4'2"15 4'2"151'5" 5"15 1'8"151'11"1012'1" 13'6"7 A B C DE 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 The following trusses need concentrated loads at the end of their overhangs: 3-0-0 span/setback member on the 0-5-4 cant side requires 34 lbs and the 3-0-0 span/setback member on the 0-5-4 cant side requires 34 lbs. Sub-fascia beam assumptions: 4-0-0 sub-fascia beam on the 0-5-4 cantilever side. 4-0-0 sub-fascia beam on the 0-5-4 cantilever side. Hipjack supports 3-0-0 setback jacks with 0-5-4 cantilever one face; 0-5-4 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind 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 E 269 /-/-/-/126 /- D -/-31 /-/32 /-/- C 66 /-/-/-/38 /- Wind reactions based on MWFRS E Brg Width = 7.4 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.031 D 360 360 VERT(CL):0.054 D 206 240 HORZ(LL):-0.014 C - - HORZ(TL):0.024 C - - Creep Factor: 2.0 Max TC CSI:0.381 Max BC CSI:0.359 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:K2C Ply: 1 Qty:2 SEQN:185751 /HIP_ FROM: Cust: R 761 JRef:1X7T7610019 T51 DrwNo:221.21.1132.51404 SSB /WHK 08/09/2021 7"7 4'2"15 4'2"151'5" 5"15 1'8"151'11"1012'1" 13'6"7 A B C DE 3.54 12 2X4(A1) 08/09/2021 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 1-11-4 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 128 /-/-/-/78 /- D 4 /-/-/7 /-/- C 26 /-/-/-/20 /- Wind reactions based on MWFRS B Brg Width = 5.7 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 21.44 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:0.144 Max BC CSI:0.035 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:K3 Ply: 1 Qty:4 SEQN:185897 /HIP_ FROM: Cust: R 761 JRef:1X7T7610019 T70 DrwNo:221.21.1132.51406 SSB /WHK 08/09/2021 2'8"14 2'8"141'5" 5"15 1'3"101'6"520'9" 21'9"2 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 1-11-4 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 128 /-/-/-/78 /- D 4 /-/-/7 /-/- C 26 /-/-/-/20 /- Wind reactions based on MWFRS B Brg Width = 5.7 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 21.44 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:0.144 Max BC CSI:0.035 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:K3 Ply: 1 Qty:4 SEQN:185897 /HIP_ FROM: Cust: R 761 JRef:1X7T7610019 T70 DrwNo:221.21.1132.51406 SSB /WHK 08/09/2021 2'8"14 2'8"141'5" 5"15 1'3"101'6"520'9" 21'9"2 A B C D 3.54 12 2X4(A1) 08/09/2021 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 227 /-/-/169 /111 /56 D 13 /-2 /-/10 /3 /- C -/-16 /-/31 /34 /- Wind reactions based on MWFRS B Brg Width = 4.0 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 21.27 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):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.100 Max BC CSI:0.016 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C1 Ply: 1 Qty:9 SEQN:185708 JACK FROM: Cust: R 761 JRef:1X7T7610019 T11 DrwNo:221.21.1128.30967 AK /WHK 08/09/2021 1' 1'1' 6"3 11"31'1"1320'9" 21'4"11 A B C D 5 12 3X4(B1) **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 227 /-/-/169 /111 /56 D 13 /-2 /-/10 /3 /- C -/-16 /-/31 /34 /- Wind reactions based on MWFRS B Brg Width = 4.0 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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: 21.27 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):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.100 Max BC CSI:0.016 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C1 Ply: 1 Qty:9 SEQN:185708 JACK FROM: Cust: R 761 JRef:1X7T7610019 T11 DrwNo:221.21.1128.30967 AK /WHK 08/09/2021 1' 1'1' 6"3 11"31'1"1320'9" 21'4"11 A B C D 5 12 3X4(B1) 08/09/2021 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. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -372# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Provide (2) 0.131"x3.0", min. toe-nails at top chord. 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 E 586 /-/-/473 /259 /44 D -/-372 /-/165 /292 /- C -/-5 /-/25 /28 /- Wind reactions based on MWFRS E Brg Width = 5.2 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):-0.007 C - - HORZ(TL):0.013 C - - Creep Factor: 2.0 Max TC CSI:0.099 Max BC CSI:0.246 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C1C Ply: 1 Qty:2 SEQN:185718 JACK FROM: Cust: R 761 JRef:1X7T7610019 T46 DrwNo:221.21.1128.33357 AK /WHK 08/09/2021 5"4 1' 1'1' 6"3 11"31'1"1312'1" 12'8"11 A B C DE 5 12 3X4(B1) **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. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -372# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Provide (2) 0.131"x3.0", min. toe-nails at top chord. 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 E 586 /-/-/473 /259 /44 D -/-372 /-/165 /292 /- C -/-5 /-/25 /28 /- Wind reactions based on MWFRS E Brg Width = 5.2 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):-0.007 C - - HORZ(TL):0.013 C - - Creep Factor: 2.0 Max TC CSI:0.099 Max BC CSI:0.246 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C1C Ply: 1 Qty:2 SEQN:185718 JACK FROM: Cust: R 761 JRef:1X7T7610019 T46 DrwNo:221.21.1128.33357 AK /WHK 08/09/2021 5"4 1' 1'1' 6"3 11"31'1"1312'1" 12'8"11 A B C DE 5 12 3X4(B1) 08/09/2021 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 292 /-/-/201 /94 /95 D 55 /-/-/29 /-/- C 111 /-/-/61 /80 /- 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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:0.146 Max BC CSI:0.082 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C2 Ply: 1 Qty:2 SEQN:185709 JACK FROM: Cust: R 761 JRef:1X7T7610019 T10 DrwNo:221.21.1128.55817 AK /WHK 08/09/2021 3' 3'1' 6"3 1'9"31'11"138'1" 9'6"11 A B C D 5 12 3X4(B1) **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 292 /-/-/201 /94 /95 D 55 /-/-/29 /-/- C 111 /-/-/61 /80 /- 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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:0.146 Max BC CSI:0.082 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C2 Ply: 1 Qty:2 SEQN:185709 JACK FROM: Cust: R 761 JRef:1X7T7610019 T10 DrwNo:221.21.1128.55817 AK /WHK 08/09/2021 3' 3'1' 6"3 1'9"31'11"138'1" 9'6"11 A B C D 5 12 3X4(B1) 08/09/2021 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 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 292 /-/-/201 /94 /95 E 22 /-/-/15 /9 /- D 120 /-/-/74 /65 /- Wind reactions based on MWFRS B Brg Width = 7.6 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# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.006 F 999 360 VERT(CL):0.011 F 999 240 HORZ(LL):-0.003 C - - HORZ(TL):0.005 C - - Creep Factor: 2.0 Max TC CSI:0.155 Max BC CSI:0.049 Max Web CSI:0.028 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C2T Ply: 1 Qty:1 SEQN:185736 JACK FROM: Cust: R 761 JRef:1X7T7610019 T59 DrwNo:221.21.1128.58077 AK /WHK 08/09/2021 2'3"2 2'3"2 3' 8"14 2'8"6 2'8"6 3' 3"101' 6"3 8"1'1"31'9"31'11"138'1" 8'9" 9'6"11 A B C D EFGH 5 12 3X4(B1) 3X3 1.5X4 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. 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 292 /-/-/201 /94 /95 E 22 /-/-/15 /9 /- D 120 /-/-/74 /65 /- Wind reactions based on MWFRS B Brg Width = 7.6 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# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.006 F 999 360 VERT(CL):0.011 F 999 240 HORZ(LL):-0.003 C - - HORZ(TL):0.005 C - - Creep Factor: 2.0 Max TC CSI:0.155 Max BC CSI:0.049 Max Web CSI:0.028 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C2T Ply: 1 Qty:1 SEQN:185736 JACK FROM: Cust: R 761 JRef:1X7T7610019 T59 DrwNo:221.21.1128.58077 AK /WHK 08/09/2021 2'3"2 2'3"2 3' 8"14 2'8"6 2'8"6 3' 3"101' 6"3 8"1'1"31'9"31'11"138'1" 8'9" 9'6"11 A B C D EFGH 5 12 3X4(B1) 3X3 1.5X4 1.5X4 08/09/2021 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 397 /-/-/261 /124 /145 D 95 /-/-/53 /-/- C 203 /-/-/116 /137 /- 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.011 D - - Creep Factor: 2.0 Max TC CSI:0.533 Max BC CSI:0.268 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C3 Ply: 1 Qty:2 SEQN:185710 JACK FROM: Cust: R 761 JRef:1X7T7610019 T9 DrwNo:221.21.1129.00130 AK /WHK 08/09/2021 5' 5'1' 6"3 2'7"32'9"138'1" 10'4"11 A B C D 5 12 3X4(B1) **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 397 /-/-/261 /124 /145 D 95 /-/-/53 /-/- C 203 /-/-/116 /137 /- 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.011 D - - Creep Factor: 2.0 Max TC CSI:0.533 Max BC CSI:0.268 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C3 Ply: 1 Qty:2 SEQN:185710 JACK FROM: Cust: R 761 JRef:1X7T7610019 T9 DrwNo:221.21.1129.00130 AK /WHK 08/09/2021 5' 5'1' 6"3 2'7"32'9"138'1" 10'4"11 A B C D 5 12 3X4(B1) 08/09/2021 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 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 397 /-/-/261 /124 /145 E 64 /-/-/39 /2 /- D 216 /-/-/130 /130 /- Wind reactions based on MWFRS B Brg Width = 7.6 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# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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 F 638 360 VERT(CL):0.168 F 348 240 HORZ(LL):0.040 C - - HORZ(TL):0.074 C - - Creep Factor: 2.0 Max TC CSI:0.636 Max BC CSI:0.122 Max Web CSI:0.102 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C3T Ply: 1 Qty:1 SEQN:185733 JACK FROM: Cust: R 761 JRef:1X7T7610019 T60 DrwNo:221.21.1129.02327 AK /WHK 08/09/2021 2'3"2 2'3"2 5' 2'8"14 2'8"6 2'8"6 5' 2'3"101' 6"3 8"1'11"32'7"32'9"138'1" 8'9" 10'4"11 A B C D E FGH 5 12 3X4(B1) 3X3 1.5X4 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. 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 397 /-/-/261 /124 /145 E 64 /-/-/39 /2 /- D 216 /-/-/130 /130 /- Wind reactions based on MWFRS B Brg Width = 7.6 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# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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 F 638 360 VERT(CL):0.168 F 348 240 HORZ(LL):0.040 C - - HORZ(TL):0.074 C - - Creep Factor: 2.0 Max TC CSI:0.636 Max BC CSI:0.122 Max Web CSI:0.102 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C3T Ply: 1 Qty:1 SEQN:185733 JACK FROM: Cust: R 761 JRef:1X7T7610019 T60 DrwNo:221.21.1129.02327 AK /WHK 08/09/2021 2'3"2 2'3"2 5' 2'8"14 2'8"6 2'8"6 5' 2'3"101' 6"3 8"1'11"32'7"32'9"138'1" 8'9" 10'4"11 A B C D E FGH 5 12 3X4(B1) 3X3 1.5X4 1.5X4 08/09/2021 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 227 /-/-/172 /90 /44 D 13 /-2 /-/9 /3 /- C -/-16 /-/29 /31 /- 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.100 Max BC CSI:0.016 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C4 Ply: 1 Qty:9 SEQN:185711 JACK FROM: Cust: R 761 JRef:1X7T7610019 T14 DrwNo:221.21.1129.06433 AK /WHK 08/09/2021 1' 1'1' 6"3 11"31'1"138'1" 8'8"11 A B C D 5 12 3X4(B1) **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 227 /-/-/172 /90 /44 D 13 /-2 /-/9 /3 /- C -/-16 /-/29 /31 /- 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.100 Max BC CSI:0.016 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C4 Ply: 1 Qty:9 SEQN:185711 JACK FROM: Cust: R 761 JRef:1X7T7610019 T14 DrwNo:221.21.1129.06433 AK /WHK 08/09/2021 1' 1'1' 6"3 11"31'1"138'1" 8'8"11 A B C D 5 12 3X4(B1) 08/09/2021 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. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -372# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Provide (2) 0.131"x3.0", min. toe-nails at top chord. 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 E 586 /-/-/473 /259 /44 D -/-372 /-/165 /292 /- C -/-5 /-/25 /28 /- Wind reactions based on MWFRS E Brg Width = 5.2 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):-0.007 C - - HORZ(TL):0.013 C - - Creep Factor: 2.0 Max TC CSI:0.099 Max BC CSI:0.246 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C4CA Ply: 1 Qty:1 SEQN:185719 JACK FROM: Cust: R 761 JRef:1X7T7610019 T47 DrwNo:221.21.1129.21740 AK /WHK 08/09/2021 5"4 1' 1'1' 6"3 11"31'1"1312'1" 12'8"11 A B C DE 5 12 3X4(B1) **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. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -372# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Provide (2) 0.131"x3.0", min. toe-nails at top chord. 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 E 586 /-/-/473 /259 /44 D -/-372 /-/165 /292 /- C -/-5 /-/25 /28 /- Wind reactions based on MWFRS E Brg Width = 5.2 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):-0.007 C - - HORZ(TL):0.013 C - - Creep Factor: 2.0 Max TC CSI:0.099 Max BC CSI:0.246 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C4CA Ply: 1 Qty:1 SEQN:185719 JACK FROM: Cust: R 761 JRef:1X7T7610019 T47 DrwNo:221.21.1129.21740 AK /WHK 08/09/2021 5"4 1' 1'1' 6"3 11"31'1"1312'1" 12'8"11 A B C DE 5 12 3X4(B1) 08/09/2021 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. Left cantilever is exposed to wind 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 379 /-/-/298 /160 /44 D -/-167 /-/73 /125 /- C -/-3 /-/25 /27 /- Wind reactions based on MWFRS B Brg Width = 4.0 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):-0.004 C - - HORZ(TL):0.007 C - - Creep Factor: 2.0 Max TC CSI:0.099 Max BC CSI:0.174 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C4CB Ply: 1 Qty:1 SEQN:185720 JACK FROM: Cust: R 761 JRef:1X7T7610019 T48 DrwNo:221.21.1129.24303 AK /WHK 08/09/2021 3"10 1' 1'1' 6"3 11"31'1"1312'1" 12'8"11 A B C D 5 12 3X4(B1) **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. Left cantilever is exposed to wind 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 379 /-/-/298 /160 /44 D -/-167 /-/73 /125 /- C -/-3 /-/25 /27 /- Wind reactions based on MWFRS B Brg Width = 4.0 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):-0.004 C - - HORZ(TL):0.007 C - - Creep Factor: 2.0 Max TC CSI:0.099 Max BC CSI:0.174 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C4CB Ply: 1 Qty:1 SEQN:185720 JACK FROM: Cust: R 761 JRef:1X7T7610019 T48 DrwNo:221.21.1129.24303 AK /WHK 08/09/2021 3"10 1' 1'1' 6"3 11"31'1"1312'1" 12'8"11 A B C D 5 12 3X4(B1) 08/09/2021 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 292 /-/-/201 /94 /95 D 55 /-/-/29 /-/- C 111 /-/-/61 /80 /- 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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:0.146 Max BC CSI:0.082 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C5 Ply: 1 Qty:2 SEQN:185712 JACK FROM: Cust: R 761 JRef:1X7T7610019 T13 DrwNo:221.21.1129.26490 AK /WHK 08/09/2021 3' 3'1' 6"3 1'9"31'11"138'1" 9'6"11 A B C D 5 12 3X4(B1) **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 292 /-/-/201 /94 /95 D 55 /-/-/29 /-/- C 111 /-/-/61 /80 /- 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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:0.146 Max BC CSI:0.082 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C5 Ply: 1 Qty:2 SEQN:185712 JACK FROM: Cust: R 761 JRef:1X7T7610019 T13 DrwNo:221.21.1129.26490 AK /WHK 08/09/2021 3' 3'1' 6"3 1'9"31'11"138'1" 9'6"11 A B C D 5 12 3X4(B1) 08/09/2021 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 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 292 /-/-/201 /94 /95 E 22 /-/-/15 /9 /- D 120 /-/-/74 /65 /- Wind reactions based on MWFRS B Brg Width = 7.6 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# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.006 F 999 360 VERT(CL):0.011 F 999 240 HORZ(LL):-0.003 C - - HORZ(TL):0.005 C - - Creep Factor: 2.0 Max TC CSI:0.155 Max BC CSI:0.049 Max Web CSI:0.028 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C5T Ply: 1 Qty:1 SEQN:185739 JACK FROM: Cust: R 761 JRef:1X7T7610019 T58 DrwNo:221.21.1129.31473 AK /WHK 08/09/2021 2'3"2 2'3"2 3' 8"14 2'8"6 2'8"6 3' 3"101' 6"3 8"1'1"31'9"31'11"138'1" 8'9" 9'6"11 A B C D EFGH 5 12 3X4(B1) 3X3 1.5X4 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. 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 292 /-/-/201 /94 /95 E 22 /-/-/15 /9 /- D 120 /-/-/74 /65 /- Wind reactions based on MWFRS B Brg Width = 7.6 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# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.006 F 999 360 VERT(CL):0.011 F 999 240 HORZ(LL):-0.003 C - - HORZ(TL):0.005 C - - Creep Factor: 2.0 Max TC CSI:0.155 Max BC CSI:0.049 Max Web CSI:0.028 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C5T Ply: 1 Qty:1 SEQN:185739 JACK FROM: Cust: R 761 JRef:1X7T7610019 T58 DrwNo:221.21.1129.31473 AK /WHK 08/09/2021 2'3"2 2'3"2 3' 8"14 2'8"6 2'8"6 3' 3"101' 6"3 8"1'1"31'9"31'11"138'1" 8'9" 9'6"11 A B C D EFGH 5 12 3X4(B1) 3X3 1.5X4 1.5X4 08/09/2021 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 397 /-/-/261 /124 /145 D 95 /-/-/53 /-/- C 203 /-/-/116 /137 /- 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.011 D - - Creep Factor: 2.0 Max TC CSI:0.533 Max BC CSI:0.268 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C6 Ply: 1 Qty:2 SEQN:185713 JACK FROM: Cust: R 761 JRef:1X7T7610019 T12 DrwNo:221.21.1129.33353 AK /WHK 08/09/2021 5' 5'1' 6"3 2'7"32'9"138'1" 10'4"11 A B C D 5 12 3X4(B1) **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 397 /-/-/261 /124 /145 D 95 /-/-/53 /-/- C 203 /-/-/116 /137 /- 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:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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):0.011 D - - Creep Factor: 2.0 Max TC CSI:0.533 Max BC CSI:0.268 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C6 Ply: 1 Qty:2 SEQN:185713 JACK FROM: Cust: R 761 JRef:1X7T7610019 T12 DrwNo:221.21.1129.33353 AK /WHK 08/09/2021 5' 5'1' 6"3 2'7"32'9"138'1" 10'4"11 A B C D 5 12 3X4(B1) 08/09/2021 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 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 397 /-/-/261 /124 /145 E 64 /-/-/39 /2 /- D 216 /-/-/130 /130 /- Wind reactions based on MWFRS B Brg Width = 7.6 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# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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 F 638 360 VERT(CL):0.168 F 348 240 HORZ(LL):0.040 C - - HORZ(TL):0.074 C - - Creep Factor: 2.0 Max TC CSI:0.636 Max BC CSI:0.122 Max Web CSI:0.102 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C6T Ply: 1 Qty:1 SEQN:185742 JACK FROM: Cust: R 761 JRef:1X7T7610019 T62 DrwNo:221.21.1129.35387 AK /WHK 08/09/2021 2'3"2 2'3"2 5' 2'8"14 2'8"6 2'8"6 5' 2'3"101' 6"3 8"1'11"32'7"32'9"138'1" 8'9" 10'4"11 A B C D E FGH 5 12 3X4(B1) 3X3 1.5X4 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. 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 397 /-/-/261 /124 /145 E 64 /-/-/39 /2 /- D 216 /-/-/130 /130 /- Wind reactions based on MWFRS B Brg Width = 7.6 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# Loading Criteria (psf) TCLL:30.00 TCDL:15.00 BCLL:0.00 BCDL:10.00 Des Ld:55.00 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 F 638 360 VERT(CL):0.168 F 348 240 HORZ(LL):0.040 C - - HORZ(TL):0.074 C - - Creep Factor: 2.0 Max TC CSI:0.636 Max BC CSI:0.122 Max Web CSI:0.102 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0688 /GROZA BUILDERS, INC. / /BOVE-CALLAN RESIDENCE Truss Label:C6T Ply: 1 Qty:1 SEQN:185742 JACK FROM: Cust: R 761 JRef:1X7T7610019 T62 DrwNo:221.21.1129.35387 AK /WHK 08/09/2021 2'3"2 2'3"2 5' 2'8"14 2'8"6 2'8"6 5' 2'3"101' 6"3 8"1'11"32'7"32'9"138'1" 8'9" 10'4"11 A B C D E FGH 5 12 3X4(B1) 3X3 1.5X4 1.5X4 08/09/2021 COA #0 278 514 Earth City Expressway Suite 242 Earth City, MO 63045 08/09/2021COA #0 278 514 Earth City Expressway Suite 242 Earth City, MO 63045 08/09/2021COA #0 278 514 Earth City Expressway Suite 242 Earth City, MO 63045 08/09/2021COA #0 278 514 Earth City Expressway Suite 242 Earth City, MO 63045 08/09/2021COA #0 278