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HomeMy WebLinkAboutinsepction docsAlpine, 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: 21-0060 Job Description: /A GREAT HOME / /OLIVA MODEL G-LEFT Address: Port St Lucie, FL Job Engineering Criteria: Design Code: FBC 7th Ed. 2020 Res IntelliVIEW Version: 20.02.01A JRef #: 1X2O7610007 Wind Standard: ASCE 7-16 Wind Speed (mph): 160 Design Loading (psf): 37.00 Building Type: Closed This package contains general notes pages, 80 truss drawing(s) and 6 detail(s). Item Drawing Number Truss Item Drawing Number Truss 1 036.21.1558.04370 T1 2 036.21.1558.40680 T2 3 036.21.1600.03680 T3 4 036.21.1602.01770 T4 5 036.21.1603.22983 T5 6 036.21.1603.45233 T5A 7 036.21.1603.48210 T6 8 036.21.1603.54537 T7 9 036.21.1603.58383 T8 10 036.21.1604.00420 T9 11 036.21.1558.12343 T10 12 036.21.1558.15553 T11 13 036.21.1604.33767 T12 14 036.21.1558.22437 T13 15 036.21.1558.24283 T14 16 036.21.1558.25953 T15 17 036.21.1558.28417 T16 18 036.21.1558.31080 T17 19 036.21.1558.35400 T18 20 036.21.1558.38240 T19 21 036.21.1558.43897 T20 22 036.21.1558.52260 T21 23 036.21.1558.58063 T22 24 036.21.1559.01043 T23 25 036.21.1559.17237 T24 26 036.21.1559.24837 T24A 27 036.21.1559.39657 T25 28 036.21.1559.42997 T26 29 036.21.1559.52137 T27 30 036.21.1559.57820 T28 31 036.21.1600.01630 T29 32 036.21.1600.07357 T30 33 036.21.1600.11463 T31 34 036.21.1600.15267 T32 35 036.21.1600.17203 T33 36 036.21.1600.30830 T34 37 036.21.1600.48520 T35 38 036.21.1601.32380 T36 39 036.21.1601.43473 T37 40 036.21.1601.53537 T38 41 036.21.1601.59400 T39 42 036.21.1602.16047 T40 43 036.21.1602.28493 T41 44 036.21.1602.32930 T42 45 036.21.1602.35893 T43 46 036.21.1602.55560 T44 47 036.21.1603.00023 T45 48 036.21.1603.09080 T46 49 036.21.1603.15997 T47 50 036.21.1603.18900 T48 51 036.21.1603.21060 T49 52 036.21.1604.01760 V1 Florida Certificate of Product Approval #FL1999 Printed 2/5/2021 4:20:47 PM 02/05/2021 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: 21-0060 Job Description: /A GREAT HOME / /OLIVA MODEL G-LEFT Address: Port St Lucie, FL Item Drawing Number Truss Item Drawing Number Truss 53 036.21.1604.03863 V2 54 036.21.1604.08433 V3 55 036.21.1604.11720 V4 56 036.21.1604.13483 V5 57 036.21.1556.31510 J1 58 036.21.1556.37857 J2 59 036.21.1556.42490 J3 60 036.21.1556.46590 J3A 61 036.21.1556.49703 J5 62 036.21.1556.52023 KJ1 63 036.21.1557.16937 KJ2 64 036.21.1557.18910 KJ3 65 036.21.1557.45080 KJ4 66 036.21.1557.51747 KJ5 67 036.21.1555.38723 C1 68 036.21.1555.48960 C1A 69 036.21.1555.58840 C2 70 036.21.1556.02010 C3 71 036.21.1556.05833 C4 72 036.21.1556.07593 C4A 73 036.21.1556.09370 C5 74 036.21.1556.11200 C6 75 036.21.1556.17513 C7 76 036.21.1556.24720 C8 77 036.21.1556.28863 C9 78 036.21.1555.47170 C10 79 036.21.1557.54097 P1 80 036.21.1557.56220 P2 81 BRCLBSUB0119 82 PB160160118 83 VAL180160118 84 VALTN160118 85 DEFLCAMB1014 86 BRWEBLOK1014 Florida Certificate of Product Approval #FL1999 Printed 2/5/2021 4:20:47 PM 02/05/2021 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: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Lt W edge: 2x4 SP #2;Rt W edge: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 7.00 TC: From 28 plf at 7.00 to 28 plf at 23.17 TC: From 56 plf at 23.17 to 56 plf at 32.30 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 23.14 BC: From 20 plf at 23.14 to 20 plf at 30.17 BC: From 4 plf at 30.17 to 4 plf at 32.30 TC: 409 lb Conc. Load at 7.03,23.14 TC: 168 lb Conc. Load at 9.06,11.06,13.06,15.08 17.10,19.10,21.10 BC: 444 lb Conc. Load at 7.03,23.14 BC: 129 lb Conc. Load at 9.06,11.06,13.06,15.08 17.10,19.10,21.10 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 2853 /-/-/-/830 /- M 2853 /-/-/-/830 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 740 -2579 C - D 866 -3018 D - E 874 -3035 Chords Tens.Comp. E - F 874 -3035 F - G 740 -2581 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 2250 -637 L - K 2259 -635 K - J 3041 -880 Chords Tens.Comp. J - I 2260 -635 I - G 2251 -637 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 927 -282 Webs Tens.Comp. J - F 939 -290 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.211 E 999 360 VERT(CL):0.389 E 924 240 HORZ(LL):0.068 I - - HORZ(TL):0.125 I - - Creep Factor: 2.0 Max TC CSI:0.812 Max BC CSI:0.646 Max Web CSI:0.212 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T1 Ply: 2 Qty:1 SEQN:259707 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T38 DrwNo:036.21.1558.04370 AK /DF 02/05/2021 2 Complete Trusses Required 30'2" 7' 7' 12'7" 5'7" 17'8"12 5'1"12 23'2" 5'5"4 30'2" 7' 7'1"12 7'1"12 12'3"8 5'1"12 17'8"12 5'5"4 23'0"4 5'3"8 30'2" 7'1"122'2' 6"64'0"64'9"1510'A B C D E F G HIJKLM 6 12 4X6(B2) 5X8 1.5X4 3X4 3X4 1.5X4 5X8 1.5X4 5X8 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; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Lt W edge: 2x4 SP #2;Rt W edge: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 7.00 TC: From 28 plf at 7.00 to 28 plf at 23.17 TC: From 56 plf at 23.17 to 56 plf at 32.30 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 23.14 BC: From 20 plf at 23.14 to 20 plf at 30.17 BC: From 4 plf at 30.17 to 4 plf at 32.30 TC: 409 lb Conc. Load at 7.03,23.14 TC: 168 lb Conc. Load at 9.06,11.06,13.06,15.08 17.10,19.10,21.10 BC: 444 lb Conc. Load at 7.03,23.14 BC: 129 lb Conc. Load at 9.06,11.06,13.06,15.08 17.10,19.10,21.10 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 2853 /-/-/-/830 /- M 2853 /-/-/-/830 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 740 -2579 C - D 866 -3018 D - E 874 -3035 Chords Tens.Comp. E - F 874 -3035 F - G 740 -2581 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 2250 -637 L - K 2259 -635 K - J 3041 -880 Chords Tens.Comp. J - I 2260 -635 I - G 2251 -637 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 927 -282 Webs Tens.Comp. J - F 939 -290 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.211 E 999 360 VERT(CL):0.389 E 924 240 HORZ(LL):0.068 I - - HORZ(TL):0.125 I - - Creep Factor: 2.0 Max TC CSI:0.812 Max BC CSI:0.646 Max Web CSI:0.212 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T1 Ply: 2 Qty:1 SEQN:259707 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T38 DrwNo:036.21.1558.04370 AK /DF 02/05/2021 2 Complete Trusses Required 30'2" 7' 7' 12'7" 5'7" 17'8"12 5'1"12 23'2" 5'5"4 30'2" 7' 7'1"12 7'1"12 12'3"8 5'1"12 17'8"12 5'5"4 23'0"4 5'3"8 30'2" 7'1"122'2' 6"64'0"64'9"1510'A B C D E F G HIJKLM 6 12 4X6(B2) 5X8 1.5X4 3X4 3X4 1.5X4 5X8 1.5X4 5X8 4X6(B2) 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1265 /-/-/717 /340 /174 M 1265 /-/-/717 /340 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =1.5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1242 -1930 C - D 1139 -1734 D - E 1316 -1815 Chords Tens.Comp. E - F 1316 -1815 F - G 1140 -1734 G - H 1243 -1930 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1646 -983 L - K 1512 -797 Chords Tens.Comp. K - J 1512 -776 J - H 1646 -963 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - K 383 -334 K - F 383 -334 Webs Tens.Comp. E - K 394 -350 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.135 E 999 360 VERT(CL):0.250 E 999 240 HORZ(LL):0.056 J - - HORZ(TL):0.103 J - - Creep Factor: 2.0 Max TC CSI:0.848 Max BC CSI:0.800 Max Web CSI:0.327 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T2 Ply: 1 Qty:1 SEQN:259714 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T2 DrwNo:036.21.1558.40680 AK /DF 02/05/2021 30'2" 4'7"1 4'7"1 9' 4'4"15 15'1" 6'1" 21'2" 6'1" 25'6"15 4'4"15 30'2" 4'7"1 9' 9' 15'1" 6'1" 21'2" 6'1" 30'2" 9'2'2' 6"65'0"65'9"1510'A B C D E F G H IJKLM 6 12 4X4(B1) 1.5X4 5X8 3X4 1.5X4 5X8 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; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1265 /-/-/717 /340 /174 M 1265 /-/-/717 /340 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =1.5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1242 -1930 C - D 1139 -1734 D - E 1316 -1815 Chords Tens.Comp. E - F 1316 -1815 F - G 1140 -1734 G - H 1243 -1930 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1646 -983 L - K 1512 -797 Chords Tens.Comp. K - J 1512 -776 J - H 1646 -963 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - K 383 -334 K - F 383 -334 Webs Tens.Comp. E - K 394 -350 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.135 E 999 360 VERT(CL):0.250 E 999 240 HORZ(LL):0.056 J - - HORZ(TL):0.103 J - - Creep Factor: 2.0 Max TC CSI:0.848 Max BC CSI:0.800 Max Web CSI:0.327 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T2 Ply: 1 Qty:1 SEQN:259714 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T2 DrwNo:036.21.1558.40680 AK /DF 02/05/2021 30'2" 4'7"1 4'7"1 9' 4'4"15 15'1" 6'1" 21'2" 6'1" 25'6"15 4'4"15 30'2" 4'7"1 9' 9' 15'1" 6'1" 21'2" 6'1" 30'2" 9'2'2' 6"65'0"65'9"1510'A B C D E F G H IJKLM 6 12 4X4(B1) 1.5X4 5X8 3X4 1.5X4 5X8 5X8 3X4 1.5X4 4X4(B1) 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1265 /-/-/724 /338 /201 O 1265 /-/-/724 /338 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 O Brg Width = 8.0 Min Req =1.5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1128 -1938 C - D 1059 -1606 D - E 1075 -1469 Chords Tens.Comp. E - F 1075 -1469 F - G 1059 -1606 G - H 1129 -1938 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 1652 -880 N - M 1651 -883 M - L 1379 -673 Chords Tens.Comp. L - K 1379 -653 K - J 1651 -863 J - H 1652 -860 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.122 E 999 360 VERT(CL):0.225 E 999 240 HORZ(LL):0.057 J - - HORZ(TL):0.105 J - - Creep Factor: 2.0 Max TC CSI:0.670 Max BC CSI:0.938 Max Web CSI:0.214 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T3 Ply: 1 Qty:1 SEQN:259718 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T3 DrwNo:036.21.1600.03680 AK /DF 02/05/2021 30'2" 5'8"13 5'8"13 11' 5'3"3 15'1" 4'1" 19'2" 4'1" 24'5"3 5'3"3 30'2" 5'8"13 5'7"1 5'7"1 11' 5'4"15 15'1" 4'1" 19'2" 4'1" 24'6"15 5'4"15 30'2" 5'7"12'2' 6"66'0"66'9"1510'A B C D E F G H IJKLMNO 6 12 4X4(B1)1.5X4 3X4 5X8 3X4 1.5X4 5X8 5X8 3X4 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; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1265 /-/-/724 /338 /201 O 1265 /-/-/724 /338 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 O Brg Width = 8.0 Min Req =1.5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1128 -1938 C - D 1059 -1606 D - E 1075 -1469 Chords Tens.Comp. E - F 1075 -1469 F - G 1059 -1606 G - H 1129 -1938 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 1652 -880 N - M 1651 -883 M - L 1379 -673 Chords Tens.Comp. L - K 1379 -653 K - J 1651 -863 J - H 1652 -860 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.122 E 999 360 VERT(CL):0.225 E 999 240 HORZ(LL):0.057 J - - HORZ(TL):0.105 J - - Creep Factor: 2.0 Max TC CSI:0.670 Max BC CSI:0.938 Max Web CSI:0.214 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T3 Ply: 1 Qty:1 SEQN:259718 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T3 DrwNo:036.21.1600.03680 AK /DF 02/05/2021 30'2" 5'8"13 5'8"13 11' 5'3"3 15'1" 4'1" 19'2" 4'1" 24'5"3 5'3"3 30'2" 5'8"13 5'7"1 5'7"1 11' 5'4"15 15'1" 4'1" 19'2" 4'1" 24'6"15 5'4"15 30'2" 5'7"12'2' 6"66'0"66'9"1510'A B C D E F G H IJKLMNO 6 12 4X4(B1)1.5X4 3X4 5X8 3X4 1.5X4 5X8 5X8 3X4 3X4 1.5X4 4X4(B1) 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1265 /-/-/726 /336 /227 M 1265 /-/-/726 /336 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1048 -1933 C - D 928 -1475 D - E 923 -1248 Chords Tens.Comp. E - F 924 -1468 F - G 1049 -1933 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1644 -799 L - K 1642 -801 K - J 1246 -512 Chords Tens.Comp. J - I 1642 -781 I - G 1644 -779 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 332 -454 Webs Tens.Comp. J - F 334 -458 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.118 K 999 360 VERT(CL):0.218 K 999 240 HORZ(LL):0.057 I - - HORZ(TL):0.106 I - - Creep Factor: 2.0 Max TC CSI:0.690 Max BC CSI:0.774 Max Web CSI:0.437 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T4 Ply: 1 Qty:1 SEQN:259722 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T4 DrwNo:036.21.1602.01770 AK /DF 02/05/2021 30'2" 6'8"13 6'8"13 13' 6'3"3 17'2" 4'2" 23'5"3 6'3"3 30'2" 6'8"13 6'7"1 6'7"1 13' 6'4"15 17'0"4 4'0"4 23'6"15 6'6"11 30'2" 6'7"12'2' 6"67'0"67'9"1510'A B C D E F G HIJKLM 6 12 4X4(B1)1.5X4 3X4 5X8 3X4 5X8 5X5 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; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1265 /-/-/726 /336 /227 M 1265 /-/-/726 /336 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1048 -1933 C - D 928 -1475 D - E 923 -1248 Chords Tens.Comp. E - F 924 -1468 F - G 1049 -1933 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1644 -799 L - K 1642 -801 K - J 1246 -512 Chords Tens.Comp. J - I 1642 -781 I - G 1644 -779 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 332 -454 Webs Tens.Comp. J - F 334 -458 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.118 K 999 360 VERT(CL):0.218 K 999 240 HORZ(LL):0.057 I - - HORZ(TL):0.106 I - - Creep Factor: 2.0 Max TC CSI:0.690 Max BC CSI:0.774 Max Web CSI:0.437 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T4 Ply: 1 Qty:1 SEQN:259722 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T4 DrwNo:036.21.1602.01770 AK /DF 02/05/2021 30'2" 6'8"13 6'8"13 13' 6'3"3 17'2" 4'2" 23'5"3 6'3"3 30'2" 6'8"13 6'7"1 6'7"1 13' 6'4"15 17'0"4 4'0"4 23'6"15 6'6"11 30'2" 6'7"12'2' 6"67'0"67'9"1510'A B C D E F G HIJKLM 6 12 4X4(B1)1.5X4 3X4 5X8 3X4 5X8 5X5 3X4 1.5X4 4X4(B1) 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1265 /-/-/723 /333 /255 M 1265 /-/-/723 /333 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =1.5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1004 -1946 C - D 959 -1771 D - E 829 -1302 Chords Tens.Comp. E - F 829 -1303 F - G 958 -1770 G - H 1002 -1945 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1660 -761 L - K 1429 -585 Chords Tens.Comp. K - J 1430 -565 J - H 1659 -739 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - K 363 -464 E - K 836 -455 Webs Tens.Comp. K - F 366 -465 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.123 K 999 360 VERT(CL):0.227 K 999 240 HORZ(LL):0.057 J - - HORZ(TL):0.105 J - - Creep Factor: 2.0 Max TC CSI:0.685 Max BC CSI:0.791 Max Web CSI:0.479 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T5 Ply: 1 Qty:1 SEQN:259730 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T51 DrwNo:036.21.1603.22983 AK /DF 02/05/2021 30'2" 5'0"5 5'0"5 10'0"4 4'11"14 15' 4'11"12 20'1"5 5'1"5 25'2"2 5'0"12 30'2" 4'11"14 7'7"9 7'7"9 22'6"7 14'10"15 30'2" 7'7"92'2' 6"68'0"68'9"1510'A B C D E F G H IJKLM 6 12 4X4(B1) 1.5X4 3X4 5X5 5X5 5X8 3X4 3X4 5X5 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; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1265 /-/-/723 /333 /255 M 1265 /-/-/723 /333 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =1.5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1004 -1946 C - D 959 -1771 D - E 829 -1302 Chords Tens.Comp. E - F 829 -1303 F - G 958 -1770 G - H 1002 -1945 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1660 -761 L - K 1429 -585 Chords Tens.Comp. K - J 1430 -565 J - H 1659 -739 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - K 363 -464 E - K 836 -455 Webs Tens.Comp. K - F 366 -465 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.123 K 999 360 VERT(CL):0.227 K 999 240 HORZ(LL):0.057 J - - HORZ(TL):0.105 J - - Creep Factor: 2.0 Max TC CSI:0.685 Max BC CSI:0.791 Max Web CSI:0.479 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T5 Ply: 1 Qty:1 SEQN:259730 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T51 DrwNo:036.21.1603.22983 AK /DF 02/05/2021 30'2" 5'0"5 5'0"5 10'0"4 4'11"14 15' 4'11"12 20'1"5 5'1"5 25'2"2 5'0"12 30'2" 4'11"14 7'7"9 7'7"9 22'6"7 14'10"15 30'2" 7'7"92'2' 6"68'0"68'9"1510'A B C D E F G H IJKLM 6 12 4X4(B1) 1.5X4 3X4 5X5 5X5 5X8 3X4 3X4 5X5 4X4(B1) 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1265 /-/-/723 /334 /255 M 1265 /-/-/723 /334 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =1.5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1005 -1946 C - D 959 -1771 D - E 829 -1302 Chords Tens.Comp. E - F 829 -1303 F - G 958 -1770 G - H 1003 -1945 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1660 -761 L - K 1429 -585 Chords Tens.Comp. K - J 1430 -565 J - H 1659 -739 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - K 362 -464 E - K 836 -454 Webs Tens.Comp. K - F 364 -465 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.123 K 999 360 VERT(CL):0.227 K 999 240 HORZ(LL):0.057 J - - HORZ(TL):0.105 J - - Creep Factor: 2.0 Max TC CSI:0.685 Max BC CSI:0.791 Max Web CSI:0.478 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T5A Ply: 1 Qty:1 SEQN:259734 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T5 DrwNo:036.21.1603.45233 AK /DF 02/05/2021 30'2" 5'0"5 5'0"5 10'0"4 4'11"14 15'1" 5'0"12 20'1"5 5'0"5 25'2"2 5'0"12 30'2" 4'11"14 7'7"9 7'7"9 15'1" 7'5"7 22'6"7 7'5"7 30'2" 7'7"92'2' 6"68'0"148'10"710'A B C D E F G H IJKLM 6 12 4X4(B1) 1.5X4 3X4 5X5 5X5 5X8 3X4 3X4 5X5 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; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1265 /-/-/723 /334 /255 M 1265 /-/-/723 /334 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =1.5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1005 -1946 C - D 959 -1771 D - E 829 -1302 Chords Tens.Comp. E - F 829 -1303 F - G 958 -1770 G - H 1003 -1945 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1660 -761 L - K 1429 -585 Chords Tens.Comp. K - J 1430 -565 J - H 1659 -739 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - K 362 -464 E - K 836 -454 Webs Tens.Comp. K - F 364 -465 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.123 K 999 360 VERT(CL):0.227 K 999 240 HORZ(LL):0.057 J - - HORZ(TL):0.105 J - - Creep Factor: 2.0 Max TC CSI:0.685 Max BC CSI:0.791 Max Web CSI:0.478 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T5A Ply: 1 Qty:1 SEQN:259734 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T5 DrwNo:036.21.1603.45233 AK /DF 02/05/2021 30'2" 5'0"5 5'0"5 10'0"4 4'11"14 15'1" 5'0"12 20'1"5 5'0"5 25'2"2 5'0"12 30'2" 4'11"14 7'7"9 7'7"9 15'1" 7'5"7 22'6"7 7'5"7 30'2" 7'7"92'2' 6"68'0"148'10"710'A B C D E F G H IJKLM 6 12 4X4(B1) 1.5X4 3X4 5X5 5X5 5X8 3X4 3X4 5X5 4X4(B1) 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1270 /-/-/723 /336 /234 L 1136 /-/-/617 /288 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 L Brg Width = 8.0 Min Req =1.5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1011 -1955 C - D 965 -1780 D - E 837 -1312 Chords Tens.Comp. E - F 839 -1312 F - G 997 -1807 G - H 1052 -1991 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1668 -837 K - J 1438 -662 Chords Tens.Comp. J - I 1448 -650 I - H 1710 -860 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - J 361 -463 E - J 843 -460 Webs Tens.Comp. J - F 374 -478 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.120 J 999 360 VERT(CL):0.223 J 999 240 HORZ(LL):0.053 I - - HORZ(TL):0.099 I - - Creep Factor: 2.0 Max TC CSI:0.688 Max BC CSI:0.794 Max Web CSI:0.484 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T6 Ply: 1 Qty:1 SEQN:259738 COMN FROM: Cust: R 761 JRef:1X2O7610007 T6 DrwNo:036.21.1603.48210 AK /DF 02/05/2021 30'2" 5'0"5 5'0"5 10'0"4 4'11"14 15'1" 5'0"12 20'1"5 5'0"5 25'1"11 5'0"5 30'2" 5'0"5 7'7"9 7'7"9 15'1" 7'5"7 22'6"7 7'5"7 30'2" 7'7"92' 6"68'0"148'10"710'A B C D E F G H IJK L 6 12 4X4(B1) 1.5X4 3X4 5X5 5X5 5X8 3X4 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; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1270 /-/-/723 /336 /234 L 1136 /-/-/617 /288 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 L Brg Width = 8.0 Min Req =1.5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1011 -1955 C - D 965 -1780 D - E 837 -1312 Chords Tens.Comp. E - F 839 -1312 F - G 997 -1807 G - H 1052 -1991 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1668 -837 K - J 1438 -662 Chords Tens.Comp. J - I 1448 -650 I - H 1710 -860 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - J 361 -463 E - J 843 -460 Webs Tens.Comp. J - F 374 -478 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.120 J 999 360 VERT(CL):0.223 J 999 240 HORZ(LL):0.053 I - - HORZ(TL):0.099 I - - Creep Factor: 2.0 Max TC CSI:0.688 Max BC CSI:0.794 Max Web CSI:0.484 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T6 Ply: 1 Qty:1 SEQN:259738 COMN FROM: Cust: R 761 JRef:1X2O7610007 T6 DrwNo:036.21.1603.48210 AK /DF 02/05/2021 30'2" 5'0"5 5'0"5 10'0"4 4'11"14 15'1" 5'0"12 20'1"5 5'0"5 25'1"11 5'0"5 30'2" 5'0"5 7'7"9 7'7"9 15'1" 7'5"7 22'6"7 7'5"7 30'2" 7'7"92' 6"68'0"148'10"710'A B C D E F G H IJK L 6 12 4X4(B1) 1.5X4 3X4 5X5 5X5 5X8 3X4 3X4 1.5X4 4X4(B1) 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1273 /-/-/725 /336 /221 O 1133 /-/-/593 /289 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 O Brg Width = 8.0 Min Req =1.5 Bearings B & O are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1012 -1962 C - D 967 -1788 D - E 838 -1318 E - F 840 -1317 Chords Tens.Comp. F - G 1014 -1847 G - H 961 -1845 H - I 757 -1509 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 1675 -882 N - M 1444 -708 Chords Tens.Comp. M - L 1463 -704 L - K 1757 -918 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - M 361 -464 E - M 846 -462 M - F 386 -492 Webs Tens.Comp. H - K 520 -907 K - I 1837 -920 I - J 583 -1115 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.110 D 999 360 VERT(CL):0.205 D 999 240 HORZ(LL):0.044 J - - HORZ(TL):0.081 J - - Creep Factor: 2.0 Max TC CSI:0.691 Max BC CSI:0.796 Max Web CSI:0.486 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T7 Ply: 1 Qty:1 SEQN:259742 COMN FROM: Cust: R 761 JRef:1X2O7610007 T1 DrwNo:036.21.1603.54537 AK /DF 02/05/2021 30'2" 5'0"5 5'0"5 10'0"4 4'11"14 15'1" 5'0"12 20'1"5 5'0"5 25'3"5 5'2" 28'6" 3'2"11 30'2" 1'8" 7'7"9 7'7"9 15'1" 7'5"7 22'6"7 7'5"7 28'7"12 6'1"5 30'2" 1'6"42' 6"6 1'4"68'0"148'10"710'A B C D E F G H I JKLMN O 6 12 4X4(B1) 1.5X4 3X4 5X5 5X5 5X8 3X4 3X4 3X4 5X5 5X8 3X8 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; 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 1273 /-/-/725 /336 /221 O 1133 /-/-/593 /289 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 O Brg Width = 8.0 Min Req =1.5 Bearings B & O are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1012 -1962 C - D 967 -1788 D - E 838 -1318 E - F 840 -1317 Chords Tens.Comp. F - G 1014 -1847 G - H 961 -1845 H - I 757 -1509 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 1675 -882 N - M 1444 -708 Chords Tens.Comp. M - L 1463 -704 L - K 1757 -918 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - M 361 -464 E - M 846 -462 M - F 386 -492 Webs Tens.Comp. H - K 520 -907 K - I 1837 -920 I - J 583 -1115 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.110 D 999 360 VERT(CL):0.205 D 999 240 HORZ(LL):0.044 J - - HORZ(TL):0.081 J - - Creep Factor: 2.0 Max TC CSI:0.691 Max BC CSI:0.796 Max Web CSI:0.486 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T7 Ply: 1 Qty:1 SEQN:259742 COMN FROM: Cust: R 761 JRef:1X2O7610007 T1 DrwNo:036.21.1603.54537 AK /DF 02/05/2021 30'2" 5'0"5 5'0"5 10'0"4 4'11"14 15'1" 5'0"12 20'1"5 5'0"5 25'3"5 5'2" 28'6" 3'2"11 30'2" 1'8" 7'7"9 7'7"9 15'1" 7'5"7 22'6"7 7'5"7 28'7"12 6'1"5 30'2" 1'6"42' 6"6 1'4"68'0"148'10"710'A B C D E F G H I JKLMN O 6 12 4X4(B1) 1.5X4 3X4 5X5 5X5 5X8 3X4 3X4 3X4 5X5 5X8 3X8 1.5X6 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1273 /-/-/728 /334 /220 N 1133 /-/-/568 /293 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 N Brg Width = 8.0 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 1010 -1962 C - D 966 -1787 D - E 837 -1318 Chords Tens.Comp. E - F 843 -1321 F - G 988 -1842 G - H 924 -1673 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 1674 -933 M - L 1444 -761 Chords Tens.Comp. L - K 1471 -766 K - J 1809 -1008 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - L 363 -466 E - L 860 -474 L - F 401 -504 Webs Tens.Comp. G - J 606 -979 J - H 1954 -1078 H - I 643 -1094 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.111 D 999 360 VERT(CL):0.208 D 999 240 HORZ(LL):0.041 I - - HORZ(TL):0.076 I - - Creep Factor: 2.0 Max TC CSI:0.690 Max BC CSI:0.796 Max Web CSI:0.499 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T8 Ply: 1 Qty:1 SEQN:259746 COMN FROM: Cust: R 761 JRef:1X2O7610007 T16 DrwNo:036.21.1603.58383 AK /DF 02/05/2021 30'2" 5'0"5 5'0"5 10'0"4 4'11"14 15'1" 5'0"12 20'1"5 5'0"5 26'6" 6'4"11 30'2" 3'8" 7'7"9 7'7"9 15'1" 7'5"7 22'6"7 7'5"7 26'10" 4'3"9 30'2" 3'4"2' 6"6 2'4"68'0"148'10"710'A B C D E F G H IJKLM N 6 12 4X4(B1) 1.5X4 3X4 5X5 5X5 5X8 3X4 3X4 5X5 3X8 3X8 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; 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 1273 /-/-/728 /334 /220 N 1133 /-/-/568 /293 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 N Brg Width = 8.0 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 1010 -1962 C - D 966 -1787 D - E 837 -1318 Chords Tens.Comp. E - F 843 -1321 F - G 988 -1842 G - H 924 -1673 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 1674 -933 M - L 1444 -761 Chords Tens.Comp. L - K 1471 -766 K - J 1809 -1008 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - L 363 -466 E - L 860 -474 L - F 401 -504 Webs Tens.Comp. G - J 606 -979 J - H 1954 -1078 H - I 643 -1094 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.111 D 999 360 VERT(CL):0.208 D 999 240 HORZ(LL):0.041 I - - HORZ(TL):0.076 I - - Creep Factor: 2.0 Max TC CSI:0.690 Max BC CSI:0.796 Max Web CSI:0.499 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T8 Ply: 1 Qty:1 SEQN:259746 COMN FROM: Cust: R 761 JRef:1X2O7610007 T16 DrwNo:036.21.1603.58383 AK /DF 02/05/2021 30'2" 5'0"5 5'0"5 10'0"4 4'11"14 15'1" 5'0"12 20'1"5 5'0"5 26'6" 6'4"11 30'2" 3'8" 7'7"9 7'7"9 15'1" 7'5"7 22'6"7 7'5"7 26'10" 4'3"9 30'2" 3'4"2' 6"6 2'4"68'0"148'10"710'A B C D E F G H IJKLM N 6 12 4X4(B1) 1.5X4 3X4 5X5 5X5 5X8 3X4 3X4 5X5 3X8 3X8 1.5X6 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1273 /-/-/733 /331 /220 M 1133 /-/-/545 /298 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =1.5 Bearings B & 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 1011 -1960 C - D 966 -1785 D - E 837 -1324 Chords Tens.Comp. E - F 836 -1322 F - G 1179 -2039 G - H 951 -1722 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1673 -986 L - K 1445 -813 Chords Tens.Comp. K - J 1446 -810 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - K 360 -457 E - K 846 -453 K - F 387 -458 F - J 511 -276 Webs Tens.Comp. G - J 810 -1177 J - H 1955 -1075 H - I 680 -1095 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.113 K 999 360 VERT(CL):0.211 K 999 240 HORZ(LL):0.037 I - - HORZ(TL):0.068 I - - Creep Factor: 2.0 Max TC CSI:0.686 Max BC CSI:0.812 Max Web CSI:0.691 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T9 Ply: 1 Qty:1 SEQN:259750 COMN FROM: Cust: R 761 JRef:1X2O7610007 T17 DrwNo:036.21.1604.00420 AK /DF 02/05/2021 30'2" 5'0"5 5'0"5 10'0"4 4'11"14 15'1" 5'0"12 20'1"5 5'0"5 24'6" 4'4"11 30'2" 5'8" 7'7"9 7'7"9 15'1" 7'5"7 24'7"12 9'6"12 30'2" 5'6"42' 6"6 3'4"68'0"148'10"710'A B C D E F G H IJKL M 6 12 4X4(B1) 1.5X4 3X4 5X5 5X5 5X8 3X4 5X5(SRS) 5X8 3X8 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; 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 1273 /-/-/733 /331 /220 M 1133 /-/-/545 /298 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =1.5 Bearings B & 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 1011 -1960 C - D 966 -1785 D - E 837 -1324 Chords Tens.Comp. E - F 836 -1322 F - G 1179 -2039 G - H 951 -1722 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1673 -986 L - K 1445 -813 Chords Tens.Comp. K - J 1446 -810 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - K 360 -457 E - K 846 -453 K - F 387 -458 F - J 511 -276 Webs Tens.Comp. G - J 810 -1177 J - H 1955 -1075 H - I 680 -1095 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.113 K 999 360 VERT(CL):0.211 K 999 240 HORZ(LL):0.037 I - - HORZ(TL):0.068 I - - Creep Factor: 2.0 Max TC CSI:0.686 Max BC CSI:0.812 Max Web CSI:0.691 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T9 Ply: 1 Qty:1 SEQN:259750 COMN FROM: Cust: R 761 JRef:1X2O7610007 T17 DrwNo:036.21.1604.00420 AK /DF 02/05/2021 30'2" 5'0"5 5'0"5 10'0"4 4'11"14 15'1" 5'0"12 20'1"5 5'0"5 24'6" 4'4"11 30'2" 5'8" 7'7"9 7'7"9 15'1" 7'5"7 24'7"12 9'6"12 30'2" 5'6"42' 6"6 3'4"68'0"148'10"710'A B C D E F G H IJKL M 6 12 4X4(B1) 1.5X4 3X4 5X5 5X5 5X8 3X4 5X5(SRS) 5X8 3X8 1.5X6 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1273 /-/-/739 /327 /220 N 1133 /-/-/543 /303 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 N Brg Width = 8.0 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 1010 -1963 C - D 966 -1788 D - E 842 -1317 Chords Tens.Comp. E - F 840 -1314 F - G 1072 -1826 G - H 918 -1593 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 1675 -1039 M - L 1443 -868 Chords Tens.Comp. L - K 1460 -860 K - J 932 -599 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - L 356 -463 E - L 838 -456 L - F 378 -487 F - K 396 -188 Webs Tens.Comp. G - K 594 -917 K - H 985 -475 H - J 874 -1360 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.105 D 999 360 VERT(CL):0.197 D 999 240 HORZ(LL):0.041 J - - HORZ(TL):0.076 J - - Creep Factor: 2.0 Max TC CSI:0.691 Max BC CSI:0.796 Max Web CSI:0.713 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T10 Ply: 1 Qty:1 SEQN:259754 COMN FROM: Cust: R 761 JRef:1X2O7610007 T18 DrwNo:036.21.1558.12343 AK /DF 02/05/2021 30'2" 5'0"5 5'0"5 10'0"4 4'11"14 15'1" 5'0"12 20'1"5 5'0"5 22'6" 2'4"11 26'4" 3'10" 30'2" 3'10" 7'7"9 7'7"9 15'1" 7'5"7 22'7"12 7'6"12 30'2" 7'6"42' 6"6 4'4"68'0"148'10"710'A B C D E F G H I JKLM N 6 12 4X4(B1) 1.5X4 3X4 5X5 5X5 5X8 3X4 5X5 3X8 3X4 1.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1273 /-/-/739 /327 /220 N 1133 /-/-/543 /303 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 N Brg Width = 8.0 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 1010 -1963 C - D 966 -1788 D - E 842 -1317 Chords Tens.Comp. E - F 840 -1314 F - G 1072 -1826 G - H 918 -1593 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 1675 -1039 M - L 1443 -868 Chords Tens.Comp. L - K 1460 -860 K - J 932 -599 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - L 356 -463 E - L 838 -456 L - F 378 -487 F - K 396 -188 Webs Tens.Comp. G - K 594 -917 K - H 985 -475 H - J 874 -1360 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.105 D 999 360 VERT(CL):0.197 D 999 240 HORZ(LL):0.041 J - - HORZ(TL):0.076 J - - Creep Factor: 2.0 Max TC CSI:0.691 Max BC CSI:0.796 Max Web CSI:0.713 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T10 Ply: 1 Qty:1 SEQN:259754 COMN FROM: Cust: R 761 JRef:1X2O7610007 T18 DrwNo:036.21.1558.12343 AK /DF 02/05/2021 30'2" 5'0"5 5'0"5 10'0"4 4'11"14 15'1" 5'0"12 20'1"5 5'0"5 22'6" 2'4"11 26'4" 3'10" 30'2" 3'10" 7'7"9 7'7"9 15'1" 7'5"7 22'7"12 7'6"12 30'2" 7'6"42' 6"6 4'4"68'0"148'10"710'A B C D E F G H I JKLM N 6 12 4X4(B1) 1.5X4 3X4 5X5 5X5 5X8 3X4 5X5 3X8 3X4 1.5X4 6X6 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1273 /-/-/748 /322 /220 N 1133 /-/-/558 /310 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 N Brg Width = 8.0 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 1012 -1964 C - D 967 -1788 D - E 846 -1316 Chords Tens.Comp. E - F 839 -1316 F - G 904 -1457 G - H 580 -909 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 1676 -1091 M - L 1443 -921 Chords Tens.Comp. L - K 1485 -925 K - J 959 -618 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - L 352 -461 E - L 821 -445 L - F 374 -499 F - K 374 -486 Webs Tens.Comp. K - G 760 -436 G - J 669 -879 J - H 1339 -855 H - I 750 -1095 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.105 D 999 360 VERT(CL):0.197 D 999 240 HORZ(LL):0.036 J - - HORZ(TL):0.067 J - - Creep Factor: 2.0 Max TC CSI:0.692 Max BC CSI:0.796 Max Web CSI:0.686 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T11 Ply: 1 Qty:1 SEQN:259758 COMN FROM: Cust: R 761 JRef:1X2O7610007 T19 DrwNo:036.21.1558.15553 AK /DF 02/05/2021 30'2" 5'0"5 5'0"5 10'0"4 4'11"14 15'1" 5'0"12 20'6" 5'5" 25'2"4 4'8"4 30'2" 4'11"12 7'7"9 7'7"9 15'1" 7'5"7 20'9"8 5'8"8 25'5"12 4'8"4 30'2" 4'8"42' 6"6 5'4"68'0"148'10"710'A B C D E F G H IJKLM N 6 12 4X4(B1) 1.5X4 3X4 5X5 5X5 5X8 5X5 3X4 3X4 4X4 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; 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 1273 /-/-/748 /322 /220 N 1133 /-/-/558 /310 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 N Brg Width = 8.0 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 1012 -1964 C - D 967 -1788 D - E 846 -1316 Chords Tens.Comp. E - F 839 -1316 F - G 904 -1457 G - H 580 -909 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 1676 -1091 M - L 1443 -921 Chords Tens.Comp. L - K 1485 -925 K - J 959 -618 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - L 352 -461 E - L 821 -445 L - F 374 -499 F - K 374 -486 Webs Tens.Comp. K - G 760 -436 G - J 669 -879 J - H 1339 -855 H - I 750 -1095 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.105 D 999 360 VERT(CL):0.197 D 999 240 HORZ(LL):0.036 J - - HORZ(TL):0.067 J - - Creep Factor: 2.0 Max TC CSI:0.692 Max BC CSI:0.796 Max Web CSI:0.686 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T11 Ply: 1 Qty:1 SEQN:259758 COMN FROM: Cust: R 761 JRef:1X2O7610007 T19 DrwNo:036.21.1558.15553 AK /DF 02/05/2021 30'2" 5'0"5 5'0"5 10'0"4 4'11"14 15'1" 5'0"12 20'6" 5'5" 25'2"4 4'8"4 30'2" 4'11"12 7'7"9 7'7"9 15'1" 7'5"7 20'9"8 5'8"8 25'5"12 4'8"4 30'2" 4'8"42' 6"6 5'4"68'0"148'10"710'A B C D E F G H IJKLM N 6 12 4X4(B1) 1.5X4 3X4 5X5 5X5 5X8 5X5 3X4 3X4 4X4 4X4 1.5X6 02/05/2021 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: 2x6 SP 2400f-2.0E; B3 2x6 SP #2; Webs: 2x4 SP #2; W8,W11 2x4 SP 2250f-1.9E; Lt W edge: 2x4 SP #2; Bracing (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 6.00" 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 56 plf at -2.13 to 56 plf at 7.15 TC: From 28 plf at 7.15 to 28 plf at 17.06 TC: From 56 plf at 17.06 to 56 plf at 30.17 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.14 BC: From 10 plf at 7.14 to 10 plf at 23.06 BC: From 20 plf at 23.06 to 20 plf at 30.17 BC: 2709 lb Conc. Load at 7.14 BC: 1067 lb Conc. Load at 9.06,11.06 BC: 1091 lb Conc. Load at 13.06,15.06,17.06,19.06 21.06 BC: 1089 lb Conc. Load at 23.06 BC: 1057 lb Conc. Load at 25.06 BC: 1228 lb Conc. Load at 27.06,29.06 Plating Notes All plates are 5X6 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. 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). It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 7526 /-/-/-/2230 /- Q 9342 /-/-/-/2678 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =3.1 Q Brg Width = 8.0 Min Req =3.9 Bearings B & Q are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2180 -7392 C - D 1869 -6345 D - E 1493 -5052 Chords Tens.Comp. E - F 1499 -5062 F - G 1390 -4745 G - H 1396 -4763 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 6547 -1921 O - N 6520 -1914 Chords Tens.Comp. N - M 5587 -1643 M - L 5764 -1709 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 1251 -336 C - N 350 -1202 N - D 2106 -602 D - M 553 -1908 E - M 4407 -1286 M - F 607 -2015 Webs Tens.Comp. F - P 411 -1317 L - P 5657 -1679 P - K 1667 -428 P - H 6179 -1810 I - H 1176 -3967 I - J 1177 -3973 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE, 18SS, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.285 N 999 360 VERT(CL):0.527 N 684 240 HORZ(LL):0.077 C - - HORZ(TL):0.142 C - - Creep Factor: 2.0 Max TC CSI:0.983 Max BC CSI:0.824 Max Web CSI:0.995 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T12 Ply: 2 Qty:1 SEQN:259970 COMN FROM: Cust: R 761 JRef:1X2O7610007 T36 DrwNo:036.21.1604.33767 AK /DF 02/05/2021 2 Complete Trusses Required T1 B3 W8 W11 30'2" 7'2"15 7'2"15 11'3"1 4'0"2 15'1" 3'9"15 19'5"4 4'4"4 24'9"10 5'4"6 29'8"12 4'11"2 30'2" 5"4 7'1"10 7'1"10 10'11"9 3'9"15 15'1" 4'1"7 20'0"4 4'11"4 24'9"10 4'9"6 30'2" 5'4"62' 6"6 5'10"121'8'0"148'10"7(a) 10'A B C D E F G H I JKLMNO P Q 6 12 5X5(C3) 6X6(C3) 3X8 5X8 7X6 10X10 7X10(SRS) SS0514 1.5X4 10X143X10 3X3 H1010 5X10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.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: 2x6 SP 2400f-2.0E; B3 2x6 SP #2; Webs: 2x4 SP #2; W8,W11 2x4 SP 2250f-1.9E; Lt W edge: 2x4 SP #2; Bracing (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 6.00" 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 56 plf at -2.13 to 56 plf at 7.15 TC: From 28 plf at 7.15 to 28 plf at 17.06 TC: From 56 plf at 17.06 to 56 plf at 30.17 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.14 BC: From 10 plf at 7.14 to 10 plf at 23.06 BC: From 20 plf at 23.06 to 20 plf at 30.17 BC: 2709 lb Conc. Load at 7.14 BC: 1067 lb Conc. Load at 9.06,11.06 BC: 1091 lb Conc. Load at 13.06,15.06,17.06,19.06 21.06 BC: 1089 lb Conc. Load at 23.06 BC: 1057 lb Conc. Load at 25.06 BC: 1228 lb Conc. Load at 27.06,29.06 Plating Notes All plates are 5X6 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. 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). It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 7526 /-/-/-/2230 /- Q 9342 /-/-/-/2678 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =3.1 Q Brg Width = 8.0 Min Req =3.9 Bearings B & Q are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2180 -7392 C - D 1869 -6345 D - E 1493 -5052 Chords Tens.Comp. E - F 1499 -5062 F - G 1390 -4745 G - H 1396 -4763 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 6547 -1921 O - N 6520 -1914 Chords Tens.Comp. N - M 5587 -1643 M - L 5764 -1709 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 1251 -336 C - N 350 -1202 N - D 2106 -602 D - M 553 -1908 E - M 4407 -1286 M - F 607 -2015 Webs Tens.Comp. F - P 411 -1317 L - P 5657 -1679 P - K 1667 -428 P - H 6179 -1810 I - H 1176 -3967 I - J 1177 -3973 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.02 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE, 18SS, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.285 N 999 360 VERT(CL):0.527 N 684 240 HORZ(LL):0.077 C - - HORZ(TL):0.142 C - - Creep Factor: 2.0 Max TC CSI:0.983 Max BC CSI:0.824 Max Web CSI:0.995 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T12 Ply: 2 Qty:1 SEQN:259970 COMN FROM: Cust: R 761 JRef:1X2O7610007 T36 DrwNo:036.21.1604.33767 AK /DF 02/05/2021 2 Complete Trusses Required T1 B3 W8 W11 30'2" 7'2"15 7'2"15 11'3"1 4'0"2 15'1" 3'9"15 19'5"4 4'4"4 24'9"10 5'4"6 29'8"12 4'11"2 30'2" 5"4 7'1"10 7'1"10 10'11"9 3'9"15 15'1" 4'1"7 20'0"4 4'11"4 24'9"10 4'9"6 30'2" 5'4"62' 6"6 5'10"121'8'0"148'10"7(a) 10'A B C D E F G H I JKLMNO P Q 6 12 5X5(C3) 6X6(C3) 3X8 5X8 7X6 10X10 7X10(SRS) SS0514 1.5X4 10X143X10 3X3 H1010 5X10 02/05/2021 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; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 27 plf at 0.00 to 27 plf at 28.83 BC: From 10 plf at 0.00 to 10 plf at 28.83 TC: 168 lb Conc. Load at 0.77, 2.77, 4.77, 6.77 8.77,10.77,12.77,14.77,16.77,18.77,20.77,22.77 24.77,26.77,28.77 BC: 129 lb Conc. Load at 0.77, 2.77, 4.77, 6.77 8.77,10.77,12.77,14.77,16.77,18.77,20.77,22.77 24.77,26.77,28.77 Hangers / Ties (J) Hanger Support Required, by others 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. Deflection Max JT VERT DEFL: LL: 0.17" DL: 0.14". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. 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 J 2709 /-/-/-/824 /- F 2819 /-/-/-/858 /- Wind reactions based on MWFRS J Brg Width = -Min Req =- F Brg Width = 4.0 Min Req =1.7 Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 613 -2029 B - C 806 -2662 Chords Tens.Comp. C - D 806 -2662 D - E 611 -2023 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 2088 -642 Chords Tens.Comp. H - G 2082 -640 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 431 -1234 A - I 2263 -683 I - B 370 -758 B - H 651 -186 Webs Tens.Comp. H - D 658 -188 D - G 369 -759 G - E 2258 -682 E - F 451 -1264 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.168 C 999 360 VERT(CL):0.310 C 999 240 HORZ(LL):0.043 A - - HORZ(TL):0.080 A - - Creep Factor: 2.0 Max TC CSI:0.955 Max BC CSI:0.860 Max Web CSI:0.511 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T13 Ply: 2 Qty:1 SEQN:259762 FLAT FROM: Cust: R 761 JRef:1X2O7610007 T31 DrwNo:036.21.1558.22437 AK /DF 02/05/2021 2 Complete Trusses Required 28'10" 7'5"2 7'5"2 14'5" 6'11"14 21'4"14 6'11"14 28'10" 7'5"2 7'1"10 7'1"10 14'5" 7'3"6 21'8"6 7'3"6 28'10" 7'1"104'0"610' A B C D E FGHIJ 5X5 2X6 5X8 3X4 5X5 3X8 3X4 5X8 5X5 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; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 27 plf at 0.00 to 27 plf at 28.83 BC: From 10 plf at 0.00 to 10 plf at 28.83 TC: 168 lb Conc. Load at 0.77, 2.77, 4.77, 6.77 8.77,10.77,12.77,14.77,16.77,18.77,20.77,22.77 24.77,26.77,28.77 BC: 129 lb Conc. Load at 0.77, 2.77, 4.77, 6.77 8.77,10.77,12.77,14.77,16.77,18.77,20.77,22.77 24.77,26.77,28.77 Hangers / Ties (J) Hanger Support Required, by others 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. Deflection Max JT VERT DEFL: LL: 0.17" DL: 0.14". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. 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 J 2709 /-/-/-/824 /- F 2819 /-/-/-/858 /- Wind reactions based on MWFRS J Brg Width = -Min Req =- F Brg Width = 4.0 Min Req =1.7 Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 613 -2029 B - C 806 -2662 Chords Tens.Comp. C - D 806 -2662 D - E 611 -2023 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 2088 -642 Chords Tens.Comp. H - G 2082 -640 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 431 -1234 A - I 2263 -683 I - B 370 -758 B - H 651 -186 Webs Tens.Comp. H - D 658 -188 D - G 369 -759 G - E 2258 -682 E - F 451 -1264 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.168 C 999 360 VERT(CL):0.310 C 999 240 HORZ(LL):0.043 A - - HORZ(TL):0.080 A - - Creep Factor: 2.0 Max TC CSI:0.955 Max BC CSI:0.860 Max Web CSI:0.511 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T13 Ply: 2 Qty:1 SEQN:259762 FLAT FROM: Cust: R 761 JRef:1X2O7610007 T31 DrwNo:036.21.1558.22437 AK /DF 02/05/2021 2 Complete Trusses Required 28'10" 7'5"2 7'5"2 14'5" 6'11"14 21'4"14 6'11"14 28'10" 7'5"2 7'1"10 7'1"10 14'5" 7'3"6 21'8"6 7'3"6 28'10" 7'1"104'0"610' A B C D E FGHIJ 5X5 2X6 5X8 3X4 5X5 3X8 3X4 5X8 5X5 2X6 02/05/2021 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; W2,W8 2x4 SP 2250f-1.9E; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. 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 J 1067 /-/-/505 /293 /- F 1067 /-/-/505 /293 /- Wind reactions based on MWFRS J Brg Width = -Min Req =- F Brg Width = 4.0 Min Req =1.5 Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 894 -1279 B - C 1147 -1672 Chords Tens.Comp. C - D 1147 -1672 D - E 894 -1279 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 1321 -935 Chords Tens.Comp. H - G 1321 -935 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 782 -1009 A - I 1536 -1074 I - B 661 -689 B - H 424 -285 Webs Tens.Comp. H - D 424 -285 D - G 661 -689 G - E 1536 -1074 E - F 782 -1009 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.03 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: h/2 to h 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):0.087 C 999 360 VERT(CL):0.161 C 999 240 HORZ(LL):0.027 A - - HORZ(TL):0.050 A - - Creep Factor: 2.0 Max TC CSI:0.792 Max BC CSI:0.610 Max Web CSI:0.714 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T14 Ply: 1 Qty:1 SEQN:259770 FLAT FROM: Cust: R 761 JRef:1X2O7610007 T25 DrwNo:036.21.1558.24283 AK /DF 02/05/2021 W2 W8 28'10" 7'5"2 7'5"2 14'5" 6'11"14 21'4"14 6'11"14 28'10" 7'5"2 7'1"10 7'1"10 14'5" 7'3"6 21'8"6 7'3"6 28'10" 7'1"105'0"610' A B C D E FGHIJ 4X5 1.5X6 5X6 3X4 5X5 3X8 3X4 5X6 4X5 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; W2,W8 2x4 SP 2250f-1.9E; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. 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 J 1067 /-/-/505 /293 /- F 1067 /-/-/505 /293 /- Wind reactions based on MWFRS J Brg Width = -Min Req =- F Brg Width = 4.0 Min Req =1.5 Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 894 -1279 B - C 1147 -1672 Chords Tens.Comp. C - D 1147 -1672 D - E 894 -1279 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 1321 -935 Chords Tens.Comp. H - G 1321 -935 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 782 -1009 A - I 1536 -1074 I - B 661 -689 B - H 424 -285 Webs Tens.Comp. H - D 424 -285 D - G 661 -689 G - E 1536 -1074 E - F 782 -1009 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.03 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: h/2 to h 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):0.087 C 999 360 VERT(CL):0.161 C 999 240 HORZ(LL):0.027 A - - HORZ(TL):0.050 A - - Creep Factor: 2.0 Max TC CSI:0.792 Max BC CSI:0.610 Max Web CSI:0.714 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T14 Ply: 1 Qty:1 SEQN:259770 FLAT FROM: Cust: R 761 JRef:1X2O7610007 T25 DrwNo:036.21.1558.24283 AK /DF 02/05/2021 W2 W8 28'10" 7'5"2 7'5"2 14'5" 6'11"14 21'4"14 6'11"14 28'10" 7'5"2 7'1"10 7'1"10 14'5" 7'3"6 21'8"6 7'3"6 28'10" 7'1"105'0"610' A B C D E FGHIJ 4X5 1.5X6 5X6 3X4 5X5 3X8 3X4 5X6 4X5 1.5X6 02/05/2021 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; W2,W8 2x4 SP 2250f-1.9E; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. 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 J 1067 /-/-/505 /311 /- F 1067 /-/-/505 /311 /- Wind reactions based on MWFRS J Brg Width = -Min Req =- F Brg Width = 4.0 Min Req =1.5 Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 760 -1057 B - C 973 -1381 Chords Tens.Comp. C - D 973 -1381 D - E 760 -1057 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 1092 -794 Chords Tens.Comp. H - G 1092 -794 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 803 -1010 A - I 1356 -975 I - B 677 -689 B - H 375 -261 Webs Tens.Comp. H - D 375 -261 D - G 677 -689 G - E 1356 -975 E - F 803 -1010 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 16.03 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: h/2 to h 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):0.067 C 999 360 VERT(CL):0.124 C 999 240 HORZ(LL):0.023 A - - HORZ(TL):0.042 A - - Creep Factor: 2.0 Max TC CSI:0.783 Max BC CSI:0.577 Max Web CSI:0.743 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T15 Ply: 1 Qty:1 SEQN:259774 FLAT FROM: Cust: R 761 JRef:1X2O7610007 T27 DrwNo:036.21.1558.25953 AK /DF 02/05/2021 W2 W8 28'10" 7'5"2 7'5"2 14'5" 6'11"14 21'4"14 6'11"14 28'10" 7'5"2 7'1"10 7'1"10 14'5" 7'3"6 21'8"6 7'3"6 28'10" 7'1"106'0"610' A B C D E FGHIJ 4X4 1.5X6 5X5 3X4 5X5 3X8 3X4 5X5 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; W2,W8 2x4 SP 2250f-1.9E; Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. 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 J 1067 /-/-/505 /311 /- F 1067 /-/-/505 /311 /- Wind reactions based on MWFRS J Brg Width = -Min Req =- F Brg Width = 4.0 Min Req =1.5 Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 760 -1057 B - C 973 -1381 Chords Tens.Comp. C - D 973 -1381 D - E 760 -1057 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 1092 -794 Chords Tens.Comp. H - G 1092 -794 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 803 -1010 A - I 1356 -975 I - B 677 -689 B - H 375 -261 Webs Tens.Comp. H - D 375 -261 D - G 677 -689 G - E 1356 -975 E - F 803 -1010 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 16.03 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: h/2 to h 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):0.067 C 999 360 VERT(CL):0.124 C 999 240 HORZ(LL):0.023 A - - HORZ(TL):0.042 A - - Creep Factor: 2.0 Max TC CSI:0.783 Max BC CSI:0.577 Max Web CSI:0.743 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T15 Ply: 1 Qty:1 SEQN:259774 FLAT FROM: Cust: R 761 JRef:1X2O7610007 T27 DrwNo:036.21.1558.25953 AK /DF 02/05/2021 W2 W8 28'10" 7'5"2 7'5"2 14'5" 6'11"14 21'4"14 6'11"14 28'10" 7'5"2 7'1"10 7'1"10 14'5" 7'3"6 21'8"6 7'3"6 28'10" 7'1"106'0"610' A B C D E FGHIJ 4X4 1.5X6 5X5 3X4 5X5 3X8 3X4 5X5 4X4 1.5X6 02/05/2021 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 WB: Web-Blocks are 2x4 of grade: W B1 = SP #2, and fastened to web with 3X3 or larger plates. See DRW G BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 1091 /-/-/538 /317 /174 G 1091 /-/-/608 /257 /- Wind reactions based on MWFRS L Brg Width = -Min Req =- G Brg Width = 4.0 Min Req =1.5 Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 608 -832 B - C 879 -1186 C - D 879 -1187 Chords Tens.Comp. D - E 848 -1254 E - F 716 -1214 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 865 -378 J - I 1069 -548 Chords Tens.Comp. I - H 1055 -593 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 821 -1040 A - K 1219 -892 K - B 710 -749 B - J 478 -363 Webs Tens.Comp. C - J 397 -349 H - F 1103 -613 F - G 629 -1049 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.054 C 999 360 VERT(CL):0.102 C 999 240 HORZ(LL):0.017 A - - HORZ(TL):0.032 A - - Creep Factor: 2.0 Max TC CSI:0.568 Max BC CSI:0.456 Max Web CSI:0.829 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T16 Ply: 1 Qty:1 SEQN:259778 HIPM FROM: Cust: R 761 JRef:1X2O7610007 T29 DrwNo:036.21.1558.28417 AK /DF 02/05/2021 28'10" 6'7" 6'7" 12'8"12 6'1"12 19'2" 6'5"4 23'10"4 4'8"4 28'10" 4'11"12 6'3"8 6'3"8 12'8"12 6'5"4 19'2" 6'5"4 24'1"12 4'11"12 28'10" 4'8"47'0"62'2"6(WB1) 10' A B C D E F GHIJKL 6 12 3X5 1.5X6 3X5 5X5 1.5X4 5X8 4X7 3X4 3X4 3X4 3X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing WB: Web-Blocks are 2x4 of grade: W B1 = SP #2, and fastened to web with 3X3 or larger plates. See DRW G BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 1091 /-/-/538 /317 /174 G 1091 /-/-/608 /257 /- Wind reactions based on MWFRS L Brg Width = -Min Req =- G Brg Width = 4.0 Min Req =1.5 Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 608 -832 B - C 879 -1186 C - D 879 -1187 Chords Tens.Comp. D - E 848 -1254 E - F 716 -1214 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 865 -378 J - I 1069 -548 Chords Tens.Comp. I - H 1055 -593 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 821 -1040 A - K 1219 -892 K - B 710 -749 B - J 478 -363 Webs Tens.Comp. C - J 397 -349 H - F 1103 -613 F - G 629 -1049 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.054 C 999 360 VERT(CL):0.102 C 999 240 HORZ(LL):0.017 A - - HORZ(TL):0.032 A - - Creep Factor: 2.0 Max TC CSI:0.568 Max BC CSI:0.456 Max Web CSI:0.829 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T16 Ply: 1 Qty:1 SEQN:259778 HIPM FROM: Cust: R 761 JRef:1X2O7610007 T29 DrwNo:036.21.1558.28417 AK /DF 02/05/2021 28'10" 6'7" 6'7" 12'8"12 6'1"12 19'2" 6'5"4 23'10"4 4'8"4 28'10" 4'11"12 6'3"8 6'3"8 12'8"12 6'5"4 19'2" 6'5"4 24'1"12 4'11"12 28'10" 4'8"47'0"62'2"6(WB1) 10' A B C D E F GHIJKL 6 12 3X5 1.5X6 3X5 5X5 1.5X4 5X8 4X7 3X4 3X4 3X4 3X4 1.5X6 02/05/2021 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,W2 2x4 SP 2250f-1.9E; Bracing WB: Web-Blocks are 2x4 of grade: W B1 = SP #2, and fastened to web with 3X3 or larger plates. See DRW G BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 1091 /-/-/551 /329 /212 G 1091 /-/-/622 /249 /- Wind reactions based on MWFRS L Brg Width = -Min Req =- G Brg Width = 4.0 Min Req =1.5 Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 494 -664 B - C 749 -995 C - D 749 -995 Chords Tens.Comp. D - E 787 -1199 E - F 714 -1287 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 693 -214 J - I 1003 -449 Chords Tens.Comp. I - H 1106 -575 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 830 -1046 A - K 1129 -841 K - B 731 -785 Webs Tens.Comp. B - J 522 -394 H - F 1130 -578 F - G 598 -1042 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.11 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.045 C 999 360 VERT(CL):0.086 C 999 240 HORZ(LL):0.016 A - - HORZ(TL):0.031 A - - Creep Factor: 2.0 Max TC CSI:0.466 Max BC CSI:0.426 Max Web CSI:0.828 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T17 Ply: 1 Qty:1 SEQN:259784 HIPM FROM: Cust: R 761 JRef:1X2O7610007 T21 DrwNo:036.21.1558.31080 AK /DF 02/05/2021 W1 W2 28'10" 5'11" 5'11" 11'4"12 5'5"12 17'2" 5'9"4 22'10"4 5'8"4 28'10" 5'11"12 5'7"8 5'7"8 11'4"12 5'9"4 17'2" 5'9"4 23'1"12 5'11"12 28'10" 5'8"48'0"62'2"6(WB1) 10' A B C D E F GHIJKL 6 12 3X5 1.5X6 3X5 3X4 1.5X4 3X8 4X7 5X5 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,W2 2x4 SP 2250f-1.9E; Bracing WB: Web-Blocks are 2x4 of grade: W B1 = SP #2, and fastened to web with 3X3 or larger plates. See DRW G BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 1091 /-/-/551 /329 /212 G 1091 /-/-/622 /249 /- Wind reactions based on MWFRS L Brg Width = -Min Req =- G Brg Width = 4.0 Min Req =1.5 Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 494 -664 B - C 749 -995 C - D 749 -995 Chords Tens.Comp. D - E 787 -1199 E - F 714 -1287 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 693 -214 J - I 1003 -449 Chords Tens.Comp. I - H 1106 -575 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 830 -1046 A - K 1129 -841 K - B 731 -785 Webs Tens.Comp. B - J 522 -394 H - F 1130 -578 F - G 598 -1042 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.11 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.045 C 999 360 VERT(CL):0.086 C 999 240 HORZ(LL):0.016 A - - HORZ(TL):0.031 A - - Creep Factor: 2.0 Max TC CSI:0.466 Max BC CSI:0.426 Max Web CSI:0.828 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T17 Ply: 1 Qty:1 SEQN:259784 HIPM FROM: Cust: R 761 JRef:1X2O7610007 T21 DrwNo:036.21.1558.31080 AK /DF 02/05/2021 W1 W2 28'10" 5'11" 5'11" 11'4"12 5'5"12 17'2" 5'9"4 22'10"4 5'8"4 28'10" 5'11"12 5'7"8 5'7"8 11'4"12 5'9"4 17'2" 5'9"4 23'1"12 5'11"12 28'10" 5'8"48'0"62'2"6(WB1) 10' A B C D E F GHIJKL 6 12 3X5 1.5X6 3X5 3X4 1.5X4 3X8 4X7 5X5 3X4 3X4 4X4 1.5X6 02/05/2021 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 WB: Web-Blocks are 2x4 of grade: W B1 = SP #2, WB2 = SP #2; and fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 1091 /-/-/533 /325 /181 H 1091 /-/-/620 /266 /- Wind reactions based on MWFRS M Brg Width = -Min Req =- H Brg Width = 4.0 Min Req =1.5 Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 534 -727 C - D 717 -848 D - E 717 -848 Chords Tens.Comp. E - F 768 -1122 F - G 742 -1335 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 610 -184 K - J 919 -385 Chords Tens.Comp. J - I 1137 -585 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - B 780 -1049 B - L 606 -388 C - L 384 -395 Webs Tens.Comp. C - K 512 -421 I - G 1139 -575 G - H 603 -1034 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.61 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):0.042 J 999 360 VERT(CL):0.079 J 999 240 HORZ(LL):0.016 C - - HORZ(TL):0.030 C - - Creep Factor: 2.0 Max TC CSI:0.555 Max BC CSI:0.548 Max Web CSI:0.882 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T18 Ply: 1 Qty:1 SEQN:259788 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T28 DrwNo:036.21.1558.35400 AK /DF 02/05/2021 28'10" 2'0"8 2'0"8 6' 3'11"8 10'7" 4'7" 15'2" 4'7" 21'10"4 6'8"4 28'10" 6'11"12 6' 6' 10'7" 4'7" 15'2" 4'7" 22'1"12 6'11"12 28'10" 6'8"47'0"102'2"69'0"6(WB1) (WB1) (WB2) (WB1) 10' A B C D E F G HIJKLM 6 12 1.5X4 6X6 5X5 4X7 3X4 1.5X4 3X8 4X7 5X5 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; Bracing WB: Web-Blocks are 2x4 of grade: W B1 = SP #2, WB2 = SP #2; and fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 1091 /-/-/533 /325 /181 H 1091 /-/-/620 /266 /- Wind reactions based on MWFRS M Brg Width = -Min Req =- H Brg Width = 4.0 Min Req =1.5 Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 534 -727 C - D 717 -848 D - E 717 -848 Chords Tens.Comp. E - F 768 -1122 F - G 742 -1335 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 610 -184 K - J 919 -385 Chords Tens.Comp. J - I 1137 -585 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - B 780 -1049 B - L 606 -388 C - L 384 -395 Webs Tens.Comp. C - K 512 -421 I - G 1139 -575 G - H 603 -1034 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.61 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):0.042 J 999 360 VERT(CL):0.079 J 999 240 HORZ(LL):0.016 C - - HORZ(TL):0.030 C - - Creep Factor: 2.0 Max TC CSI:0.555 Max BC CSI:0.548 Max Web CSI:0.882 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T18 Ply: 1 Qty:1 SEQN:259788 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T28 DrwNo:036.21.1558.35400 AK /DF 02/05/2021 28'10" 2'0"8 2'0"8 6' 3'11"8 10'7" 4'7" 15'2" 4'7" 21'10"4 6'8"4 28'10" 6'11"12 6' 6' 10'7" 4'7" 15'2" 4'7" 22'1"12 6'11"12 28'10" 6'8"47'0"102'2"69'0"6(WB1) (WB1) (WB2) (WB1) 10' A B C D E F G HIJKLM 6 12 1.5X4 6X6 5X5 4X7 3X4 1.5X4 3X8 4X7 5X5 3X4 3X4 4X4 1.5X6 02/05/2021 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; W10 2x4 SP 2250f-1.9E; Bracing WB: Web-Blocks are 2x4 of grade: W B1 = SP #2, WB2 = SP #2; and fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 1091 /-/-/524 /324 /208 H 1091 /-/-/615 /284 /- Wind reactions based on MWFRS L Brg Width = -Min Req =- H Brg Width = 4.0 Min Req =1.5 Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 624 -798 C - D 732 -816 Chords Tens.Comp. D - E 727 -978 E - F 787 -1278 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 479 -139 K - J 668 -206 Chords Tens.Comp. J - I 1036 -473 I - H 1055 -547 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - B 685 -1052 B - K 403 -172 Webs Tens.Comp. F - H 713 -1363 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 16.11 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):0.038 E 999 360 VERT(CL):0.072 E 999 240 HORZ(LL):0.021 H - - HORZ(TL):0.039 H - - Creep Factor: 2.0 Max TC CSI:0.281 Max BC CSI:0.691 Max Web CSI:0.700 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T19 Ply: 1 Qty:1 SEQN:259794 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T30 DrwNo:036.21.1558.38240 AK /DF 02/05/2021 W10 28'10" 4' 4' 8' 4' 13'2" 5'2" 18'4"11 5'2"11 23'7"5 5'2"11 28'10" 5'2"11 8' 8' 13'0"4 5'0"4 21' 7'11"12 28'10" 7'10"6'0"62'2"610'0"6(WB1) (WB2) (WB1) 10' A B C D E F G HIJKL 6 12 1.5X4 6X6 3X4 4X7 3X4 5X8 4X4 3X4 3X4 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; W10 2x4 SP 2250f-1.9E; Bracing WB: Web-Blocks are 2x4 of grade: W B1 = SP #2, WB2 = SP #2; and fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 1091 /-/-/524 /324 /208 H 1091 /-/-/615 /284 /- Wind reactions based on MWFRS L Brg Width = -Min Req =- H Brg Width = 4.0 Min Req =1.5 Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 624 -798 C - D 732 -816 Chords Tens.Comp. D - E 727 -978 E - F 787 -1278 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 479 -139 K - J 668 -206 Chords Tens.Comp. J - I 1036 -473 I - H 1055 -547 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - B 685 -1052 B - K 403 -172 Webs Tens.Comp. F - H 713 -1363 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 16.11 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):0.038 E 999 360 VERT(CL):0.072 E 999 240 HORZ(LL):0.021 H - - HORZ(TL):0.039 H - - Creep Factor: 2.0 Max TC CSI:0.281 Max BC CSI:0.691 Max Web CSI:0.700 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T19 Ply: 1 Qty:1 SEQN:259794 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T30 DrwNo:036.21.1558.38240 AK /DF 02/05/2021 W10 28'10" 4' 4' 8' 4' 13'2" 5'2" 18'4"11 5'2"11 23'7"5 5'2"11 28'10" 5'2"11 8' 8' 13'0"4 5'0"4 21' 7'11"12 28'10" 7'10"6'0"62'2"610'0"6(WB1) (WB2) (WB1) 10' A B C D E F G HIJKL 6 12 1.5X4 6X6 3X4 4X7 3X4 5X8 4X4 3X4 3X4 3X5 1.5X4 6X6 02/05/2021 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; B3 2x6 SP #2; Webs: 2x4 SP #2; W11 2x4 SP 2250f-1.9E; Bracing WB: Web-Blocks are 2x4 of grade: W B1 = SP #2, WB2 = SP #2, W B3 = SP #2; and fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. 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 N 1091 /-/-/529 /337 /226 H 1089 /-/-/589 /277 /- Wind reactions based on MWFRS N Brg Width = -Min Req =- H Brg Width = 4.0 Min Req =1.5 Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 418 -676 B - C 636 -824 C - D 654 -707 Chords Tens.Comp. D - E 657 -869 E - F 774 -1284 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 575 -168 L - K 673 -182 Chords Tens.Comp. K - J 1004 -436 J - I 1037 -529 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 634 -1052 A - M 866 -482 M - B 415 -551 Webs Tens.Comp. K - E 404 -481 F - I 692 -1359 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 16.80 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 J 999 360 VERT(CL):0.151 J 999 240 HORZ(LL):0.034 C - - HORZ(TL):0.064 C - - Creep Factor: 2.0 Max TC CSI:0.379 Max BC CSI:0.771 Max Web CSI:0.631 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T20 Ply: 1 Qty:1 SEQN:259816 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T32 DrwNo:036.21.1558.43897 AK /DF 02/05/2021 B3 W11 28'10" 5'1"12 5'1"12 10' 4'10"4 11'2" 1'2" 17'0"11 5'10"11 22'11"12 5'11"2 27'11"8 4'11"12 28'10" 10"8 4'10"4 4'10"4 10' 5'1"12 11'0"4 1'0"4 20' 8'11"12 27'9"12 7'9"12 28'10" 1'0"46'0"65"811'0"6(WB1) (WB2) (WB3) 10' A B C D E F G HIJKLMN 6 12 3X5 1.5X6 3X4 3X4 4X7 3X4 5X8 4X4 3X4 7X6 5X5 1.5X4 7X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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; B3 2x6 SP #2; Webs: 2x4 SP #2; W11 2x4 SP 2250f-1.9E; Bracing WB: Web-Blocks are 2x4 of grade: W B1 = SP #2, WB2 = SP #2, W B3 = SP #2; and fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. 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 N 1091 /-/-/529 /337 /226 H 1089 /-/-/589 /277 /- Wind reactions based on MWFRS N Brg Width = -Min Req =- H Brg Width = 4.0 Min Req =1.5 Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 418 -676 B - C 636 -824 C - D 654 -707 Chords Tens.Comp. D - E 657 -869 E - F 774 -1284 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 575 -168 L - K 673 -182 Chords Tens.Comp. K - J 1004 -436 J - I 1037 -529 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 634 -1052 A - M 866 -482 M - B 415 -551 Webs Tens.Comp. K - E 404 -481 F - I 692 -1359 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 16.80 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 J 999 360 VERT(CL):0.151 J 999 240 HORZ(LL):0.034 C - - HORZ(TL):0.064 C - - Creep Factor: 2.0 Max TC CSI:0.379 Max BC CSI:0.771 Max Web CSI:0.631 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T20 Ply: 1 Qty:1 SEQN:259816 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T32 DrwNo:036.21.1558.43897 AK /DF 02/05/2021 B3 W11 28'10" 5'1"12 5'1"12 10' 4'10"4 11'2" 1'2" 17'0"11 5'10"11 22'11"12 5'11"2 27'11"8 4'11"12 28'10" 10"8 4'10"4 4'10"4 10' 5'1"12 11'0"4 1'0"4 20' 8'11"12 27'9"12 7'9"12 28'10" 1'0"46'0"65"811'0"6(WB1) (WB2) (WB3) 10' A B C D E F G HIJKLMN 6 12 3X5 1.5X6 3X4 3X4 4X7 3X4 5X8 4X4 3X4 7X6 5X5 1.5X4 7X6 02/05/2021 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; B3 2x6 SP #2; Webs: 2x4 SP #2; Bracing WB: Web-Blocks are 2x4 of grade: W B1 = SP #2, WB2 = SP #2; and fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Tray Scab(s) (1) 2x6x6-7-6 x SP #2 scab at right end. Attach scab to face of chord with: 0.128"x3", min. nails @ 8" oc, plus additional nail clusters at: BRG.: (5), heel: (6), 1st panel point: (0). 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 R 1089 /-/-/529 /328 /258 I 1177 /-/-/678 /321 /- Wind reactions based on MWFRS R Brg Width = -Min Req =- I Brg Width = 4.0 Min Req =1.5 Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 419 -697 B - C 625 -825 C - D 1022 -1648 Chords Tens.Comp. D - E 894 -1647 E - F 1156 -2337 F - G 675 -1267 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 591 -110 Chords Tens.Comp. N - L 2044 -781 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 615 -1047 A - Q 862 -462 Q - B 392 -525 C - P 105 -482 C - N 1472 -655 P - N 807 -113 N - E 451 -794 Webs Tens.Comp. E - L 582 -213 L - F 989 -325 L - K 1343 -575 F - K 492 -1000 K - G 1192 -512 G - J 757 -1331 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 16.39 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):0.122 L 999 360 VERT(CL):0.228 L 999 240 HORZ(LL):0.074 J - - HORZ(TL):0.139 J - - Creep Factor: 2.0 Max TC CSI:0.416 Max BC CSI:0.526 Max Web CSI:0.937 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T21 Ply: 1 Qty:1 SEQN:259811 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T20 DrwNo:036.21.1558.52260 AK /DF 02/05/2021 B3 28'10" 5'5"4 5'5"4 10'7" 5'1"12 15'2"4 4'7"4 19'4"7 4'2"3 23'6"14 4'2"7 27'9"12 4'2"14 28'10" 1'0"4 5'1"12 5'1"12 10'7" 5'5"4 15'4" 4'9" 19'4" 4' 23'8"10 4'4"10 27'11"8 4'2"14 28'10" 10"86'0"62'2"63'11'3"14(WB1) (WB2) 10' A B C D E F G H IJK L M N OPQR 6 12 3X4 1.5X6 3X4 3X4 4X12 3X8 6X82X4 1.5X4 5X5 5X81.5X4 3X4 3X10 3X5 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: 2x4 SP #2; B3 2x6 SP #2; Webs: 2x4 SP #2; Bracing WB: Web-Blocks are 2x4 of grade: W B1 = SP #2, WB2 = SP #2; and fastened to web with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Tray Scab(s) (1) 2x6x6-7-6 x SP #2 scab at right end. Attach scab to face of chord with: 0.128"x3", min. nails @ 8" oc, plus additional nail clusters at: BRG.: (5), heel: (6), 1st panel point: (0). 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 R 1089 /-/-/529 /328 /258 I 1177 /-/-/678 /321 /- Wind reactions based on MWFRS R Brg Width = -Min Req =- I Brg Width = 4.0 Min Req =1.5 Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 419 -697 B - C 625 -825 C - D 1022 -1648 Chords Tens.Comp. D - E 894 -1647 E - F 1156 -2337 F - G 675 -1267 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 591 -110 Chords Tens.Comp. N - L 2044 -781 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 615 -1047 A - Q 862 -462 Q - B 392 -525 C - P 105 -482 C - N 1472 -655 P - N 807 -113 N - E 451 -794 Webs Tens.Comp. E - L 582 -213 L - F 989 -325 L - K 1343 -575 F - K 492 -1000 K - G 1192 -512 G - J 757 -1331 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 16.39 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):0.122 L 999 360 VERT(CL):0.228 L 999 240 HORZ(LL):0.074 J - - HORZ(TL):0.139 J - - Creep Factor: 2.0 Max TC CSI:0.416 Max BC CSI:0.526 Max Web CSI:0.937 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T21 Ply: 1 Qty:1 SEQN:259811 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T20 DrwNo:036.21.1558.52260 AK /DF 02/05/2021 B3 28'10" 5'5"4 5'5"4 10'7" 5'1"12 15'2"4 4'7"4 19'4"7 4'2"3 23'6"14 4'2"7 27'9"12 4'2"14 28'10" 1'0"4 5'1"12 5'1"12 10'7" 5'5"4 15'4" 4'9" 19'4" 4' 23'8"10 4'4"10 27'11"8 4'2"14 28'10" 10"86'0"62'2"63'11'3"14(WB1) (WB2) 10' A B C D E F G H IJK L M N OPQR 6 12 3X4 1.5X6 3X4 3X4 4X12 3X8 6X82X4 1.5X4 5X5 5X81.5X4 3X4 3X10 3X5 3X8 02/05/2021 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 WB: Web-Blocks are 2x4 of grade: W B1 = SP #2, and fastened to web with 3X3 or larger plates. See DRW G BRWEBLOK1014 for further details. 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 P 1057 /-/-/515 /313 /255 Q 1198 /-/-/703 /337 /- Wind reactions based on MWFRS P Brg Width = -Min Req =- Q Brg Width = 8.0 Min Req =1.5 Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 447 -761 B - C 631 -863 C - D 987 -1545 Chords Tens.Comp. D - E 860 -1547 E - F 1052 -2095 F - G 875 -1796 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 647 -122 L - J 1840 -689 Chords Tens.Comp. I - G 1529 -625 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - P 591 -1016 A - O 859 -453 O - B 355 -465 C - L 1227 -583 N - L 768 -103 Webs Tens.Comp. L - E 378 -650 E - J 409 -129 J - I 1528 -620 I - F 257 -409 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 16.39 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):0.108 J 999 360 VERT(CL):0.201 J 999 240 HORZ(LL):0.056 I - - HORZ(TL):0.105 I - - Creep Factor: 2.0 Max TC CSI:0.774 Max BC CSI:0.751 Max Web CSI:0.839 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T22 Ply: 1 Qty:1 SEQN:259834 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T33 DrwNo:036.21.1558.58063 AK /DF 02/05/2021 28'2" 5'5"4 5'5"4 10'7" 5'1"12 15'2"4 4'7"4 19'4"7 4'2"3 23'6"3 4'1"12 28'2" 4'7"13 5'1"12 5'1"12 10'7" 5'5"4 15'4" 4'9" 19'4" 4' 23'6"3 4'2"3 28'2" 4'7"13 2'5'0"61'6"6 2'10'3"14(WB1) 11' 12' A B C D E F G HI JKL MNOP Q 6 12 3X4 1.5X6 3X4 3X4 5X8 3X8 6X81.5X4 1.5X4 5X5 5X81.5X4 4X4 3X4 3X5(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; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing WB: Web-Blocks are 2x4 of grade: W B1 = SP #2, and fastened to web with 3X3 or larger plates. See DRW G BRWEBLOK1014 for further details. 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 P 1057 /-/-/515 /313 /255 Q 1198 /-/-/703 /337 /- Wind reactions based on MWFRS P Brg Width = -Min Req =- Q Brg Width = 8.0 Min Req =1.5 Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 447 -761 B - C 631 -863 C - D 987 -1545 Chords Tens.Comp. D - E 860 -1547 E - F 1052 -2095 F - G 875 -1796 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 647 -122 L - J 1840 -689 Chords Tens.Comp. I - G 1529 -625 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - P 591 -1016 A - O 859 -453 O - B 355 -465 C - L 1227 -583 N - L 768 -103 Webs Tens.Comp. L - E 378 -650 E - J 409 -129 J - I 1528 -620 I - F 257 -409 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 16.39 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):0.108 J 999 360 VERT(CL):0.201 J 999 240 HORZ(LL):0.056 I - - HORZ(TL):0.105 I - - Creep Factor: 2.0 Max TC CSI:0.774 Max BC CSI:0.751 Max Web CSI:0.839 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T22 Ply: 1 Qty:1 SEQN:259834 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T33 DrwNo:036.21.1558.58063 AK /DF 02/05/2021 28'2" 5'5"4 5'5"4 10'7" 5'1"12 15'2"4 4'7"4 19'4"7 4'2"3 23'6"3 4'1"12 28'2" 4'7"13 5'1"12 5'1"12 10'7" 5'5"4 15'4" 4'9" 19'4" 4' 23'6"3 4'2"3 28'2" 4'7"13 2'5'0"61'6"6 2'10'3"14(WB1) 11' 12' A B C D E F G HI JKL MNOP Q 6 12 3X4 1.5X6 3X4 3X4 5X8 3X8 6X81.5X4 1.5X4 5X5 5X81.5X4 4X4 3X4 3X5(B2) 02/05/2021 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 WB: Web-Blocks are 2x4 of grade: W B1 = SP #2, and fastened to web with 3X3 or larger plates. See DRW G BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others 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. 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 N 1228 /-/-/515 /313 /255 O 1298 /-/-/703 /337 /- Wind reactions based on MWFRS N Brg Width = -Min Req =- O Brg Width = 8.0 Min Req =1.5 Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 112 -405 B - C 230 -488 C - D 642 -1115 Chords Tens.Comp. D - E 656 -1136 E - F 861 -1795 F - G 919 -2007 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - J 869 -149 J - I 1368 -400 Chords Tens.Comp. I - G 1711 -648 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 336 -1237 A - L 1147 -336 L - C 454 -816 Webs Tens.Comp. D - J 661 -288 J - E 432 -607 E - I 427 -139 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 16.39 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):0.105 I 999 360 VERT(CL):0.179 I 999 240 HORZ(LL):0.063 I - - HORZ(TL):0.108 I - - Creep Factor: 2.0 Max TC CSI:0.715 Max BC CSI:0.993 Max Web CSI:0.511 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T23 Ply: 1 Qty:2 SEQN:259842 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T34 DrwNo:036.21.1559.01043 AK /DF 02/05/2021 28'2" 1'2"12 1'2"12 5'11"12 4'9" 10'7" 4'7"4 16'5"1 5'10"1 22'2"5 5'9"3 28'2" 5'11"11 1'8" 1'8" 10'7" 8'11" 19'3"7 8'8"7 28'2" 8'10"9 2'5'0"61'6"610'3"14(WB1) (WB1) 11' 12' A B C D E F G HIJ KLMN O 6 12 3X5 6X6 1.5X4 7X8 1.5X4 3X4 4X4 5X8 5X5 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; Bracing WB: Web-Blocks are 2x4 of grade: W B1 = SP #2, and fastened to web with 3X3 or larger plates. See DRW G BRWEBLOK1014 for further details. Hangers / Ties (J) Hanger Support Required, by others 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. 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 N 1228 /-/-/515 /313 /255 O 1298 /-/-/703 /337 /- Wind reactions based on MWFRS N Brg Width = -Min Req =- O Brg Width = 8.0 Min Req =1.5 Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 112 -405 B - C 230 -488 C - D 642 -1115 Chords Tens.Comp. D - E 656 -1136 E - F 861 -1795 F - G 919 -2007 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - J 869 -149 J - I 1368 -400 Chords Tens.Comp. I - G 1711 -648 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 336 -1237 A - L 1147 -336 L - C 454 -816 Webs Tens.Comp. D - J 661 -288 J - E 432 -607 E - I 427 -139 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 16.39 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):0.105 I 999 360 VERT(CL):0.179 I 999 240 HORZ(LL):0.063 I - - HORZ(TL):0.108 I - - Creep Factor: 2.0 Max TC CSI:0.715 Max BC CSI:0.993 Max Web CSI:0.511 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T23 Ply: 1 Qty:2 SEQN:259842 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T34 DrwNo:036.21.1559.01043 AK /DF 02/05/2021 28'2" 1'2"12 1'2"12 5'11"12 4'9" 10'7" 4'7"4 16'5"1 5'10"1 22'2"5 5'9"3 28'2" 5'11"11 1'8" 1'8" 10'7" 8'11" 19'3"7 8'8"7 28'2" 8'10"9 2'5'0"61'6"610'3"14(WB1) (WB1) 11' 12' A B C D E F G HIJ KLMN O 6 12 3X5 6X6 1.5X4 7X8 1.5X4 3X4 4X4 5X8 5X5 3X4 1.5X4 4X4(B1) 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. 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 A 393 /-/-/220 /120 /295 R 1563 /-/-/986 /366 /- T 1162 /-/-/745 /324 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 R Brg Width = 8.0 Min Req =1.8 T Brg Width = 8.0 Min Req =1.5 Bearings A, R, & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 336 -490 C - D 692 -895 D - E 818 -908 Chords Tens.Comp. E - F 821 -1079 F - G 972 -1566 G - H 1015 -1739 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - S 379 -219 S - R 376 -220 L - K 720 -233 Chords Tens.Comp. K - J 1242 -591 J - H 1478 -759 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - R 306 -508 R - Q 681 -1276 P - Q 687 -1215 Webs Tens.Comp. P - C 705 -1199 C - L 879 -288 K - F 391 -476 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.25 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.92 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.078 J 999 360 VERT(CL):0.145 J 999 240 HORZ(LL):0.023 J - - HORZ(TL):0.044 J - - Creep Factor: 2.0 Max TC CSI:0.632 Max BC CSI:0.707 Max Web CSI:0.439 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T24 Ply: 1 Qty:1 SEQN:259867 COMN FROM: Cust: R 761 JRef:1X2O7610007 T69 DrwNo:036.21.1559.17237 AK /DF 02/05/2021 11'4"27'10" 6'0"7 6'0"7 11'6"13 5'6"6 18'10"8 7'3"11 24'3"8 5'5" 29'3" 4'11"8 34'2"15 4'11"15 39'2" 4'11"1 5'10"11 5'10"11 11'7"4 5'8"9 12'2"12 7"8 12'8" 5"4 18'10"8 6'2"8 24'1"12 5'3"4 31'7"11 7'5"15 39'2" 7'6"5 2' 6"6 2'1'9'11"1010' 12' A B C D E F G H IJKL MN O P Q RS T 6 12 3X5(B2)1.5X4 6X6 3X3 3X3 5X5 1.5X4 1.5X4 5X8 5X8 5X5 5X5 3X5(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; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. 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 A 393 /-/-/220 /120 /295 R 1563 /-/-/986 /366 /- T 1162 /-/-/745 /324 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 R Brg Width = 8.0 Min Req =1.8 T Brg Width = 8.0 Min Req =1.5 Bearings A, R, & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 336 -490 C - D 692 -895 D - E 818 -908 Chords Tens.Comp. E - F 821 -1079 F - G 972 -1566 G - H 1015 -1739 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - S 379 -219 S - R 376 -220 L - K 720 -233 Chords Tens.Comp. K - J 1242 -591 J - H 1478 -759 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - R 306 -508 R - Q 681 -1276 P - Q 687 -1215 Webs Tens.Comp. P - C 705 -1199 C - L 879 -288 K - F 391 -476 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.25 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.92 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.078 J 999 360 VERT(CL):0.145 J 999 240 HORZ(LL):0.023 J - - HORZ(TL):0.044 J - - Creep Factor: 2.0 Max TC CSI:0.632 Max BC CSI:0.707 Max Web CSI:0.439 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T24 Ply: 1 Qty:1 SEQN:259867 COMN FROM: Cust: R 761 JRef:1X2O7610007 T69 DrwNo:036.21.1559.17237 AK /DF 02/05/2021 11'4"27'10" 6'0"7 6'0"7 11'6"13 5'6"6 18'10"8 7'3"11 24'3"8 5'5" 29'3" 4'11"8 34'2"15 4'11"15 39'2" 4'11"1 5'10"11 5'10"11 11'7"4 5'8"9 12'2"12 7"8 12'8" 5"4 18'10"8 6'2"8 24'1"12 5'3"4 31'7"11 7'5"15 39'2" 7'6"5 2' 6"6 2'1'9'11"1010' 12' A B C D E F G H IJKL MN O P Q RS T 6 12 3X5(B2)1.5X4 6X6 3X3 3X3 5X5 1.5X4 1.5X4 5X8 5X8 5X5 5X5 3X5(B2) 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. 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 522 /-/-/248 /164 /314 S 1555 /-/-/979 /359 /- U 1161 /-/-/745 /321 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 S Brg Width = 8.0 Min Req =1.8 U Brg Width = 8.0 Min Req =1.5 Bearings B, S, & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 302 -458 D - E 689 -894 E - F 816 -907 Chords Tens.Comp. F - G 819 -1078 G - H 970 -1565 H - I 1013 -1739 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 719 -230 L - K 1241 -589 Chords Tens.Comp. K - I 1477 -757 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 269 -472 S - R 688 -1285 Q - R 693 -1221 Webs Tens.Comp. Q - D 712 -1207 D - M 880 -290 L - G 391 -476 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.92 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.078 K 999 360 VERT(CL):0.145 K 999 240 HORZ(LL):0.021 K - - HORZ(TL):0.042 K - - Creep Factor: 2.0 Max TC CSI:0.632 Max BC CSI:0.706 Max Web CSI:0.439 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T24A Ply: 1 Qty:4 SEQN:259873 COMN FROM: Cust: R 761 JRef:1X2O7610007 T40 DrwNo:036.21.1559.24837 AK /DF 02/05/2021 11'4"27'10" 6'0"7 6'0"7 11'6"13 5'6"6 18'10"8 7'3"11 24'3"8 5'5" 29'3" 4'11"8 34'2"15 4'11"15 39'2" 4'11"1 5'10"11 5'10"11 11'7"4 5'8"9 12'2"12 7"8 12'8" 5"4 18'10"8 6'2"8 24'1"12 5'3"4 31'7"11 7'5"15 39'2" 7'6"52'2' 6"6 2'1'9'11"1010'9"310' 12' A B C D E F G H I JKLM NO P Q R ST U 6 12 3X5(B2)1.5X4 6X6 3X3 3X3 5X5 1.5X4 1.5X4 5X8 5X8 5X6 5X5 3X5(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; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. 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 522 /-/-/248 /164 /314 S 1555 /-/-/979 /359 /- U 1161 /-/-/745 /321 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 S Brg Width = 8.0 Min Req =1.8 U Brg Width = 8.0 Min Req =1.5 Bearings B, S, & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 302 -458 D - E 689 -894 E - F 816 -907 Chords Tens.Comp. F - G 819 -1078 G - H 970 -1565 H - I 1013 -1739 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 719 -230 L - K 1241 -589 Chords Tens.Comp. K - I 1477 -757 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 269 -472 S - R 688 -1285 Q - R 693 -1221 Webs Tens.Comp. Q - D 712 -1207 D - M 880 -290 L - G 391 -476 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.92 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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):0.078 K 999 360 VERT(CL):0.145 K 999 240 HORZ(LL):0.021 K - - HORZ(TL):0.042 K - - Creep Factor: 2.0 Max TC CSI:0.632 Max BC CSI:0.706 Max Web CSI:0.439 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T24A Ply: 1 Qty:4 SEQN:259873 COMN FROM: Cust: R 761 JRef:1X2O7610007 T40 DrwNo:036.21.1559.24837 AK /DF 02/05/2021 11'4"27'10" 6'0"7 6'0"7 11'6"13 5'6"6 18'10"8 7'3"11 24'3"8 5'5" 29'3" 4'11"8 34'2"15 4'11"15 39'2" 4'11"1 5'10"11 5'10"11 11'7"4 5'8"9 12'2"12 7"8 12'8" 5"4 18'10"8 6'2"8 24'1"12 5'3"4 31'7"11 7'5"15 39'2" 7'6"52'2' 6"6 2'1'9'11"1010'9"310' 12' A B C D E F G H I JKLM NO P Q R ST U 6 12 3X5(B2)1.5X4 6X6 3X3 3X3 5X5 1.5X4 1.5X4 5X8 5X8 5X6 5X5 3X5(B2) 02/05/2021 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; Rt Bearing Leg: 2x6 SP #2; Plating Notes All plates are 1.5X4 except as noted. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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. 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 533 /-/-/279 /126 /274 S 1473 /-/-/892 /378 /- I 944 /-/-/530 /240 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 S Brg Width = 8.0 Min Req =1.7 I Brg Width = 4.0 Min Req =1.5 Bearings B, S, & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 154 -469 D - E 562 -850 E - F 664 -769 Chords Tens.Comp. F - G 647 -931 G - H 608 -1061 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 679 -278 Chords Tens.Comp. L - K 897 -463 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 269 -468 S - R 699 -1203 Q - R 712 -1155 Q - D 726 -1134 Webs Tens.Comp. D - M 799 -316 K - H 785 -376 H - I 794 -1143 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.59 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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 N 999 360 VERT(CL):0.092 N 999 240 HORZ(LL):0.007 J - - HORZ(TL):0.015 J - - Creep Factor: 2.0 Max TC CSI:0.507 Max BC CSI:0.436 Max Web CSI:0.398 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T25 Ply: 1 Qty:4 SEQN:259877 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T43 DrwNo:036.21.1559.39657 AK /DF 02/05/2021 11'4"24'7" 6'0"7 6'0"7 11'6"13 5'6"6 18'10"8 7'3"11 24'3"8 5'5" 29'8" 5'4"8 35'5"8 5'9"8 35'11" 5"8 5'10"11 5'10"11 11'7"4 5'8"9 12'2"12 7"8 12'8" 5"4 18'10"8 6'2"8 24'1"12 5'3"4 29'11"8 5'9"12 35'5"8 5'6" 35'11" 5"82' 1' 6"6 3'1'1"14 1'2'9'11"1010'9"310' 13' A B C D E F G H I JKLM NO P Q RST 6 12 3X4(B1) 3X4 6X6 3X33X3 5X5 5X8 3X4 5X8 5X5 3X4 3X4 4X7 2X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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; Rt Bearing Leg: 2x6 SP #2; Plating Notes All plates are 1.5X4 except as noted. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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. 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 533 /-/-/279 /126 /274 S 1473 /-/-/892 /378 /- I 944 /-/-/530 /240 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 S Brg Width = 8.0 Min Req =1.7 I Brg Width = 4.0 Min Req =1.5 Bearings B, S, & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 154 -469 D - E 562 -850 E - F 664 -769 Chords Tens.Comp. F - G 647 -931 G - H 608 -1061 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 679 -278 Chords Tens.Comp. L - K 897 -463 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 269 -468 S - R 699 -1203 Q - R 712 -1155 Q - D 726 -1134 Webs Tens.Comp. D - M 799 -316 K - H 785 -376 H - I 794 -1143 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.59 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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 N 999 360 VERT(CL):0.092 N 999 240 HORZ(LL):0.007 J - - HORZ(TL):0.015 J - - Creep Factor: 2.0 Max TC CSI:0.507 Max BC CSI:0.436 Max Web CSI:0.398 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T25 Ply: 1 Qty:4 SEQN:259877 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T43 DrwNo:036.21.1559.39657 AK /DF 02/05/2021 11'4"24'7" 6'0"7 6'0"7 11'6"13 5'6"6 18'10"8 7'3"11 24'3"8 5'5" 29'8" 5'4"8 35'5"8 5'9"8 35'11" 5"8 5'10"11 5'10"11 11'7"4 5'8"9 12'2"12 7"8 12'8" 5"4 18'10"8 6'2"8 24'1"12 5'3"4 29'11"8 5'9"12 35'5"8 5'6" 35'11" 5"82' 1' 6"6 3'1'1"14 1'2'9'11"1010'9"310' 13' A B C D E F G H I JKLM NO P Q RST 6 12 3X4(B1) 3X4 6X6 3X33X3 5X5 5X8 3X4 5X8 5X5 3X4 3X4 4X7 2X5 02/05/2021 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; Webs: 2x4 SP #2; W6 2x8 SP SS Dense; Rt Bearing Leg: 2x6 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 11.47 TC: From 28 plf at 11.47 to 28 plf at 23.06 TC: From 56 plf at 23.06 to 56 plf at 25.33 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 11.60 BC: From 10 plf at 11.60 to 10 plf at 24.87 BC: 627 lb Conc. Load at 13.06 BC: 625 lb Conc. Load at 15.06,17.06,19.06,21.06 23.06 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 461 /-/-/-/138 /- M 2800 /-/-/-/940 /- H 2081 /-/-/-/762 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =3.3 H Brg Width = 4.0 Min Req =1.5 Bearings B, M, & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 445 -1235 E - F 344 -948 Chords Tens.Comp. F - G 344 -948 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1073 -379 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 115 -487 M - L 902 -2514 L - D 731 -1944 D - K 1596 -569 Webs Tens.Comp. E - K 699 -200 J - G 1873 -677 G - H 1081 -2152 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.031 K 999 360 VERT(CL):0.056 K 999 240 HORZ(LL):0.007 E - - HORZ(TL):0.014 E - - Creep Factor: 2.0 Max TC CSI:0.398 Max BC CSI:0.930 Max Web CSI:0.933 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T26 Ply: 1 Qty:1 SEQN:259908 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T54 DrwNo:036.21.1559.42997 AK /DF 02/05/2021 B2 W6 11'4"14' 6'0"7 6'0"7 11'7" 5'6"10 16'10"8 5'3"8 20'9"12 3'11"4 24'10"8 4'0"12 25'4" 5"8 5'10"11 5'10"11 11'7"4 5'8"9 16'10"8 5'3"4 20'9"12 3'11"4 24'10"8 4'0"12 25'4" 5"82'1'6"6 2'6'11"101'8'11"109'9"3(a) 10' 12' A B C D E F G H IJK LMN 6 12 3X4(B1)1.5X4 3X4 6X64X4 6X6 4X7 7X6 1.5X4 5X10 6X8 2X53X8 2X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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; Webs: 2x4 SP #2; W6 2x8 SP SS Dense; Rt Bearing Leg: 2x6 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 11.47 TC: From 28 plf at 11.47 to 28 plf at 23.06 TC: From 56 plf at 23.06 to 56 plf at 25.33 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 11.60 BC: From 10 plf at 11.60 to 10 plf at 24.87 BC: 627 lb Conc. Load at 13.06 BC: 625 lb Conc. Load at 15.06,17.06,19.06,21.06 23.06 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 461 /-/-/-/138 /- M 2800 /-/-/-/940 /- H 2081 /-/-/-/762 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =3.3 H Brg Width = 4.0 Min Req =1.5 Bearings B, M, & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 445 -1235 E - F 344 -948 Chords Tens.Comp. F - G 344 -948 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1073 -379 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 115 -487 M - L 902 -2514 L - D 731 -1944 D - K 1596 -569 Webs Tens.Comp. E - K 699 -200 J - G 1873 -677 G - H 1081 -2152 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.031 K 999 360 VERT(CL):0.056 K 999 240 HORZ(LL):0.007 E - - HORZ(TL):0.014 E - - Creep Factor: 2.0 Max TC CSI:0.398 Max BC CSI:0.930 Max Web CSI:0.933 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T26 Ply: 1 Qty:1 SEQN:259908 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T54 DrwNo:036.21.1559.42997 AK /DF 02/05/2021 B2 W6 11'4"14' 6'0"7 6'0"7 11'7" 5'6"10 16'10"8 5'3"8 20'9"12 3'11"4 24'10"8 4'0"12 25'4" 5"8 5'10"11 5'10"11 11'7"4 5'8"9 16'10"8 5'3"4 20'9"12 3'11"4 24'10"8 4'0"12 25'4" 5"82'1'6"6 2'6'11"101'8'11"109'9"3(a) 10' 12' A B C D E F G H IJK LMN 6 12 3X4(B1)1.5X4 3X4 6X64X4 6X6 4X7 7X6 1.5X4 5X10 6X8 2X53X8 2X4 02/05/2021 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 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 7.00 TC: From 28 plf at 7.00 to 28 plf at 16.67 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 16.67 TC: 259 lb Conc. Load at 7.03 TC: 154 lb Conc. Load at 9.06,11.06,13.06 TC: 168 lb Conc. Load at 15.06 BC: 573 lb Conc. Load at 7.03 BC: 123 lb Conc. Load at 9.06,11.06,13.06 BC: 129 lb Conc. Load at 15.06 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. 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 1454 /-/-/-/437 /- O 1528 /-/-/-/455 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 O Brg Width = 8.0 Min Req =1.5 Bearings B & O are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 231 -816 C - D 469 -1632 Chords Tens.Comp. D - E 227 -695 E - F 225 -683 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 606 -169 C - M 1312 -377 Chords Tens.Comp. M - K 1461 -416 K - H 1493 -418 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - N 271 -956 N - M 821 -219 D - K 564 -47 Webs Tens.Comp. D - H 203 -843 H - F 1045 -344 F - G 228 -737 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.215 L 926 360 VERT(CL):0.396 L 502 240 HORZ(LL):0.100 G - - HORZ(TL):0.184 G - - Creep Factor: 2.0 Max TC CSI:0.624 Max BC CSI:0.685 Max Web CSI:0.401 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T27 Ply: 2 Qty:1 SEQN:259880 HIPM FROM: Cust: R 761 JRef:1X2O7610007 T59 DrwNo:036.21.1559.52137 AK /DF 02/05/2021 2 Complete Trusses Required B2 16'8" 7' 7' 14'5"4 7'5"4 16'8" 2'2"12 1'8"4 1'8"4 2'2"12 6"8 2'8" 5"4 7'1"12 4'5"12 14'3"8 7'1"12 16'8" 2'4"82' 6"6 4'0"61'4'9"1510' A B C D E F G HIJK LMN O 6 12 3X4(B1) 3X10 3X4 1.5X6 4X7 2X4 6X8 3X5 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 7.00 TC: From 28 plf at 7.00 to 28 plf at 16.67 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 16.67 TC: 259 lb Conc. Load at 7.03 TC: 154 lb Conc. Load at 9.06,11.06,13.06 TC: 168 lb Conc. Load at 15.06 BC: 573 lb Conc. Load at 7.03 BC: 123 lb Conc. Load at 9.06,11.06,13.06 BC: 129 lb Conc. Load at 15.06 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. 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 1454 /-/-/-/437 /- O 1528 /-/-/-/455 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 O Brg Width = 8.0 Min Req =1.5 Bearings B & O are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 231 -816 C - D 469 -1632 Chords Tens.Comp. D - E 227 -695 E - F 225 -683 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 606 -169 C - M 1312 -377 Chords Tens.Comp. M - K 1461 -416 K - H 1493 -418 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - N 271 -956 N - M 821 -219 D - K 564 -47 Webs Tens.Comp. D - H 203 -843 H - F 1045 -344 F - G 228 -737 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.215 L 926 360 VERT(CL):0.396 L 502 240 HORZ(LL):0.100 G - - HORZ(TL):0.184 G - - Creep Factor: 2.0 Max TC CSI:0.624 Max BC CSI:0.685 Max Web CSI:0.401 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T27 Ply: 2 Qty:1 SEQN:259880 HIPM FROM: Cust: R 761 JRef:1X2O7610007 T59 DrwNo:036.21.1559.52137 AK /DF 02/05/2021 2 Complete Trusses Required B2 16'8" 7' 7' 14'5"4 7'5"4 16'8" 2'2"12 1'8"4 1'8"4 2'2"12 6"8 2'8" 5"4 7'1"12 4'5"12 14'3"8 7'1"12 16'8" 2'4"82' 6"6 4'0"61'4'9"1510' A B C D E F G HIJK LMN O 6 12 3X4(B1) 3X10 3X4 1.5X6 4X7 2X4 6X8 3X5 5X5 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; 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. 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 766 /-/-/486 /186 /194 O 619 /-/-/325 /186 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 O Brg Width = 8.0 Min Req =1.5 Bearings B & O are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 458 -729 Chords Tens.Comp. C - D 706 -974 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 526 -612 C - M 679 -626 Chords Tens.Comp. M - K 813 -772 K - H 823 -774 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - N 974 -825 N - M 723 -806 D - H 511 -571 Webs Tens.Comp. H - F 648 -652 F - G 600 -589 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.286 L 696 360 VERT(CL):0.528 L 376 240 HORZ(LL):0.119 G - - HORZ(TL):0.220 G - - Creep Factor: 2.0 Max TC CSI:0.559 Max BC CSI:0.536 Max Web CSI:0.406 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T28 Ply: 1 Qty:1 SEQN:259883 HIPM FROM: Cust: R 761 JRef:1X2O7610007 T9 DrwNo:036.21.1559.57820 AK /DF 02/05/2021 T2 B2 16'8" 9' 9' 14'5"4 5'5"4 16'8" 2'2"12 1'7"6 1'7"6 2'2"12 7"6 2'8" 5"4 9'1"12 6'5"12 14'3"8 5'1"12 16'8" 2'4"82' 6"6 5'0"61'5'9"1510' A B C D E F G HIJK LMN O 6 12 3X4(B1) 3X8 3X4 1.5X6 5X8 5X8 3X3 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 2250f-1.9E; T2 2x4 SP #2; 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. 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. 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 766 /-/-/486 /186 /194 O 619 /-/-/325 /186 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 O Brg Width = 8.0 Min Req =1.5 Bearings B & O are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 458 -729 Chords Tens.Comp. C - D 706 -974 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 526 -612 C - M 679 -626 Chords Tens.Comp. M - K 813 -772 K - H 823 -774 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - N 974 -825 N - M 723 -806 D - H 511 -571 Webs Tens.Comp. H - F 648 -652 F - G 600 -589 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.286 L 696 360 VERT(CL):0.528 L 376 240 HORZ(LL):0.119 G - - HORZ(TL):0.220 G - - Creep Factor: 2.0 Max TC CSI:0.559 Max BC CSI:0.536 Max Web CSI:0.406 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T28 Ply: 1 Qty:1 SEQN:259883 HIPM FROM: Cust: R 761 JRef:1X2O7610007 T9 DrwNo:036.21.1559.57820 AK /DF 02/05/2021 T2 B2 16'8" 9' 9' 14'5"4 5'5"4 16'8" 2'2"12 1'7"6 1'7"6 2'2"12 7"6 2'8" 5"4 9'1"12 6'5"12 14'3"8 5'1"12 16'8" 2'4"82' 6"6 5'0"61'5'9"1510' A B C D E F G HIJK LMN O 6 12 3X4(B1) 3X8 3X4 1.5X6 5X8 5X8 3X3 6X6 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; 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. 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 766 /-/-/493 /174 /230 P 619 /-/-/346 /196 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 P Brg Width = 8.0 Min Req =1.5 Bearings B & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 210 -524 C - D 670 -1049 Chords Tens.Comp. D - E 453 -681 E - F 456 -551 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 287 -397 C - N 851 -738 Chords Tens.Comp. N - L 929 -833 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 632 -441 O - N 405 -522 D - L 433 -449 Webs Tens.Comp. L - F 729 -603 H - F 593 -611 H - G 573 -600 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.271 M 734 360 VERT(CL):0.484 M 410 240 HORZ(LL):0.108 G - - HORZ(TL):0.200 G - - Creep Factor: 2.0 Max TC CSI:0.618 Max BC CSI:0.503 Max Web CSI:0.522 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T29 Ply: 1 Qty:1 SEQN:259886 HIPM FROM: Cust: R 761 JRef:1X2O7610007 T53 DrwNo:036.21.1600.01630 AK /DF 02/05/2021 T2 B2 16'8" 6'10"2 6'10"2 11' 4'1"14 16'8" 5'8" 1'7"6 1'7"6 2'2"12 7"6 2'8" 5"4 11'1"12 8'5"12 14'5"4 3'3"8 16'4"8 1'11"4 16'8" 3"8 2' 6"6 6'0"61'6'9"1510' A B C D E F GHIJKL MNO P 6 12 3X4(B1) 3X8 4X4 4X5 3X8 3X3 3X3 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; T2 2x4 SP #2; 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. 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. 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 766 /-/-/493 /174 /230 P 619 /-/-/346 /196 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 P Brg Width = 8.0 Min Req =1.5 Bearings B & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 210 -524 C - D 670 -1049 Chords Tens.Comp. D - E 453 -681 E - F 456 -551 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 287 -397 C - N 851 -738 Chords Tens.Comp. N - L 929 -833 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 632 -441 O - N 405 -522 D - L 433 -449 Webs Tens.Comp. L - F 729 -603 H - F 593 -611 H - G 573 -600 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.271 M 734 360 VERT(CL):0.484 M 410 240 HORZ(LL):0.108 G - - HORZ(TL):0.200 G - - Creep Factor: 2.0 Max TC CSI:0.618 Max BC CSI:0.503 Max Web CSI:0.522 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T29 Ply: 1 Qty:1 SEQN:259886 HIPM FROM: Cust: R 761 JRef:1X2O7610007 T53 DrwNo:036.21.1600.01630 AK /DF 02/05/2021 T2 B2 16'8" 6'10"2 6'10"2 11' 4'1"14 16'8" 5'8" 1'7"6 1'7"6 2'2"12 7"6 2'8" 5"4 11'1"12 8'5"12 14'5"4 3'3"8 16'4"8 1'11"4 16'8" 3"8 2' 6"6 6'0"61'6'9"1510' A B C D E F GHIJKL MNO P 6 12 3X4(B1) 3X8 4X4 4X5 3X8 3X3 3X3 1.5X6 02/05/2021 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 2x4 SP 2250f-1.9E; 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. 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 774 /-/-/501 /163 /266 G 627 /-/-/374 /210 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = -Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 277 -767 C - D 594 -1145 Chords Tens.Comp. D - E 241 -444 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 568 -557 C - Q 839 -667 Chords Tens.Comp. Q - O 981 -799 O - N 973 -797 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 888 -896 R - Q 777 -732 D - N 605 -750 Webs Tens.Comp. N - F 593 -492 F - G 546 -587 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.239 P 841 360 VERT(CL):0.436 P 462 240 HORZ(LL):0.101 I - - HORZ(TL):0.187 I - - Creep Factor: 2.0 Max TC CSI:0.843 Max BC CSI:0.563 Max Web CSI:0.503 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T30 Ply: 1 Qty:1 SEQN:259889 HIPM FROM: Cust: R 761 JRef:1X2O7610007 T48 DrwNo:036.21.1600.07357 AK /DF 02/05/2021 B2 16'10"8 7'10" 7'10" 13' 5'2" 16'10"8 3'10"8 1'7"6 1'7"6 2'2"12 7"6 2'8" 5"4 7'8"4 5'0"4 13'1"12 5'5"8 14'5"4 1'3"8 15'10"4 1'5" 16'10"8 1'0"4 2' 6"6 1'6'0"67'0"67'9"1510' 11' A B C D E F GHI J KLMNO PQR 6 12 3X4(B1) 3X8 3X4 1.5X6 3X4 4X4 3X8 3X3 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; B2 2x4 SP 2250f-1.9E; 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. 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 774 /-/-/501 /163 /266 G 627 /-/-/374 /210 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = -Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 277 -767 C - D 594 -1145 Chords Tens.Comp. D - E 241 -444 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 568 -557 C - Q 839 -667 Chords Tens.Comp. Q - O 981 -799 O - N 973 -797 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 888 -896 R - Q 777 -732 D - N 605 -750 Webs Tens.Comp. N - F 593 -492 F - G 546 -587 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.239 P 841 360 VERT(CL):0.436 P 462 240 HORZ(LL):0.101 I - - HORZ(TL):0.187 I - - Creep Factor: 2.0 Max TC CSI:0.843 Max BC CSI:0.563 Max Web CSI:0.503 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T30 Ply: 1 Qty:1 SEQN:259889 HIPM FROM: Cust: R 761 JRef:1X2O7610007 T48 DrwNo:036.21.1600.07357 AK /DF 02/05/2021 B2 16'10"8 7'10" 7'10" 13' 5'2" 16'10"8 3'10"8 1'7"6 1'7"6 2'2"12 7"6 2'8" 5"4 7'8"4 5'0"4 13'1"12 5'5"8 14'5"4 1'3"8 15'10"4 1'5" 16'10"8 1'0"4 2' 6"6 1'6'0"67'0"67'9"1510' 11' A B C D E F GHI J KLMNO PQR 6 12 3X4(B1) 3X8 3X4 1.5X6 3X4 4X4 3X8 3X3 1.5X6 02/05/2021 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; B2 2x4 SP 2250f-1.9E; 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. 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 772 /-/-/500 /147 /302 G 625 /-/-/403 /224 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = -Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 180 -719 Chords Tens.Comp. C - D 464 -1073 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 511 -524 C - Q 784 -611 Q - O 913 -737 Chords Tens.Comp. O - L 907 -736 L - K 905 -732 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 833 -801 R - Q 704 -692 O - D 392 -59 Webs Tens.Comp. D - K 682 -840 K - F 621 -490 F - G 484 -603 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.244 P 826 360 VERT(CL):0.445 P 452 240 HORZ(LL):0.105 I - - HORZ(TL):0.194 I - - Creep Factor: 2.0 Max TC CSI:0.595 Max BC CSI:0.523 Max Web CSI:0.840 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T31 Ply: 1 Qty:1 SEQN:259892 HIPM FROM: Cust: R 761 JRef:1X2O7610007 T52 DrwNo:036.21.1600.11463 AK /DF 02/05/2021 T1 B2 16'10"8 8'5"5 8'5"5 15' 6'6"11 16'10"8 1'10"8 1'7"6 1'7"6 2'2"12 7"6 2'8" 5"4 8'4" 5'8" 14'5"4 6'1"4 15'1"12 8"8 15'10"4 8"8 16'10"8 1'0"4 2' 6"6 1'7'0"68'0"68'9"1510' 11' A B C D E F GHI J KLMNO PQR 6 12 3X4(B1) 3X8 3X4 1.5X6 5X5 4X4 3X8 3X3 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; T1 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. 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. 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 772 /-/-/500 /147 /302 G 625 /-/-/403 /224 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = -Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 180 -719 Chords Tens.Comp. C - D 464 -1073 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 511 -524 C - Q 784 -611 Q - O 913 -737 Chords Tens.Comp. O - L 907 -736 L - K 905 -732 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 833 -801 R - Q 704 -692 O - D 392 -59 Webs Tens.Comp. D - K 682 -840 K - F 621 -490 F - G 484 -603 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.244 P 826 360 VERT(CL):0.445 P 452 240 HORZ(LL):0.105 I - - HORZ(TL):0.194 I - - Creep Factor: 2.0 Max TC CSI:0.595 Max BC CSI:0.523 Max Web CSI:0.840 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T31 Ply: 1 Qty:1 SEQN:259892 HIPM FROM: Cust: R 761 JRef:1X2O7610007 T52 DrwNo:036.21.1600.11463 AK /DF 02/05/2021 T1 B2 16'10"8 8'5"5 8'5"5 15' 6'6"11 16'10"8 1'10"8 1'7"6 1'7"6 2'2"12 7"6 2'8" 5"4 8'4" 5'8" 14'5"4 6'1"4 15'1"12 8"8 15'10"4 8"8 16'10"8 1'0"4 2' 6"6 1'7'0"68'0"68'9"1510' 11' A B C D E F GHI J KLMNO PQR 6 12 3X4(B1) 3X8 3X4 1.5X6 5X5 4X4 3X8 3X3 1.5X6 02/05/2021 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; Bracing WB: Web-Blocks are 2x4 of grade: W B1 = SP #2, and fastened to web with 3X3 or larger plates. See DRW G BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 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. 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 772 /-/-/496 /130 /336 F 625 /-/-/434 /238 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 F Brg Width = -Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 144 -728 Chords Tens.Comp. C - D 335 -987 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 522 -557 C - O 695 -530 O - M 827 -664 Chords Tens.Comp. M - J 821 -663 J - H 819 -666 H - F 821 -663 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 885 -819 P - O 718 -736 Webs Tens.Comp. M - D 439 -26 D - F 752 -931 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.296 N 681 360 VERT(CL):0.520 N 387 240 HORZ(LL):0.121 H - - HORZ(TL):0.223 H - - Creep Factor: 2.0 Max TC CSI:0.617 Max BC CSI:0.536 Max Web CSI:0.572 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T32 Ply: 1 Qty:4 SEQN:259895 MONO FROM: Cust: R 761 JRef:1X2O7610007 T7 DrwNo:036.21.1600.15267 AK /DF 02/05/2021 B2 16'10"8 9'6"1 9'6"1 16'10"8 7'4"7 1'7"6 1'7"6 2'2"12 7"6 2'8" 5"4 9'4"9 6'8"9 14'5"4 5'0"11 15'10"4 1'5" 16'10"8 1'0"4 2' 6"6 1'7'11"108'11"109'9"3(WB1) 10' 11' A B C D E FGH I JKLM NOP 6 12 3X4(B1) 3X8 3X4 1.5X6 6X6 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 2250f-1.9E; Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Bracing WB: Web-Blocks are 2x4 of grade: W B1 = SP #2, and fastened to web with 3X3 or larger plates. See DRW G BRWEBLOK1014 for further details. Plating Notes All plates are 1.5X4 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. 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 772 /-/-/496 /130 /336 F 625 /-/-/434 /238 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 F Brg Width = -Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 144 -728 Chords Tens.Comp. C - D 335 -987 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 522 -557 C - O 695 -530 O - M 827 -664 Chords Tens.Comp. M - J 821 -663 J - H 819 -666 H - F 821 -663 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 885 -819 P - O 718 -736 Webs Tens.Comp. M - D 439 -26 D - F 752 -931 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.296 N 681 360 VERT(CL):0.520 N 387 240 HORZ(LL):0.121 H - - HORZ(TL):0.223 H - - Creep Factor: 2.0 Max TC CSI:0.617 Max BC CSI:0.536 Max Web CSI:0.572 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T32 Ply: 1 Qty:4 SEQN:259895 MONO FROM: Cust: R 761 JRef:1X2O7610007 T7 DrwNo:036.21.1600.15267 AK /DF 02/05/2021 B2 16'10"8 9'6"1 9'6"1 16'10"8 7'4"7 1'7"6 1'7"6 2'2"12 7"6 2'8" 5"4 9'4"9 6'8"9 14'5"4 5'0"11 15'10"4 1'5" 16'10"8 1'0"4 2' 6"6 1'7'11"108'11"109'9"3(WB1) 10' 11' A B C D E FGH I JKLM NOP 6 12 3X4(B1) 3X8 3X4 1.5X6 6X6 6X6 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 774 /-/-/496 /130 /336 M 627 /-/-/434 /238 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 6.5 Min Req =1.5 Bearings B & 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 274 -935 Chords Tens.Comp. C - D 207 -735 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 770 -664 Chords Tens.Comp. L - K 469 -378 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - I 328 -418 K - I 498 -403 Webs Tens.Comp. I - F 715 -604 F - G 496 -611 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.029 C 999 360 VERT(CL):0.053 C 999 240 HORZ(LL):-0.011 F - - HORZ(TL):0.021 F - - Creep Factor: 2.0 Max TC CSI:0.391 Max BC CSI:0.520 Max Web CSI:0.473 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T33 Ply: 1 Qty:1 SEQN:259899 MONO FROM: Cust: R 761 JRef:1X2O7610007 T46 DrwNo:036.21.1600.17203 AK /DF 02/05/2021 16'10"8 5'5"6 5'5"6 10'8"4 5'2"14 15'10"4 5'2" 16'10"8 1'0"4 8'1"1 8'1"1 10'10"7 2'9"6 16'3"8 5'5"1 16'10"8 7" 2' 6"6 2'6'11"108'11"109'9"310' 12' A B C D E F G H I JKL M 6 12 3X4(B1) 1.5X4 3X4 5X8 3X4 1.5X4 5X8 1.5X4 3X4 1.5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; 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 774 /-/-/496 /130 /336 M 627 /-/-/434 /238 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 6.5 Min Req =1.5 Bearings B & 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 274 -935 Chords Tens.Comp. C - D 207 -735 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 770 -664 Chords Tens.Comp. L - K 469 -378 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - I 328 -418 K - I 498 -403 Webs Tens.Comp. I - F 715 -604 F - G 496 -611 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.029 C 999 360 VERT(CL):0.053 C 999 240 HORZ(LL):-0.011 F - - HORZ(TL):0.021 F - - Creep Factor: 2.0 Max TC CSI:0.391 Max BC CSI:0.520 Max Web CSI:0.473 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T33 Ply: 1 Qty:1 SEQN:259899 MONO FROM: Cust: R 761 JRef:1X2O7610007 T46 DrwNo:036.21.1600.17203 AK /DF 02/05/2021 16'10"8 5'5"6 5'5"6 10'8"4 5'2"14 15'10"4 5'2" 16'10"8 1'0"4 8'1"1 8'1"1 10'10"7 2'9"6 16'3"8 5'5"1 16'10"8 7" 2' 6"6 2'6'11"108'11"109'9"310' 12' A B C D E F G H I JKL M 6 12 3X4(B1) 1.5X4 3X4 5X8 3X4 1.5X4 5X8 1.5X4 3X4 1.5X6 02/05/2021 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; Rt Bearing Leg: 2x6 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 17.33 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.33 BC: From 70 plf at 10.33 to 70 plf at 15.12 BC: From 20 plf at 15.12 to 20 plf at 16.87 Plating Notes All plates are 1.5X4 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. Collar-tie braced with continuous lateral bracing at 24" O.C. including chord ends, or rigid ceiling. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 844 /-/-/504 /232 /321 M 822 /-/-/421 /241 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 4.0 Min Req =1.5 Bearings B & 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 326 -1151 Chords Tens.Comp. C - D 155 -672 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 963 -685 K - J 958 -683 Chords Tens.Comp. J - I 521 -319 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 435 -500 D - L 292 -534 L - I 349 -455 L - G 282 -521 I - G 1469 -834 Webs Tens.Comp. G - M 326 -529 M - H 326 -529 F - G 451 -240 F - M 854 -1225 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.399 J 512 360 VERT(CL):0.759 J 269 240 HORZ(LL):0.193 I - - HORZ(TL):0.368 I - - Creep Factor: 2.0 Max TC CSI:0.541 Max BC CSI:0.931 Max Web CSI:0.740 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T34 Ply: 1 Qty:1 SEQN:259626 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T71 DrwNo:036.21.1600.30830 AK /DF 02/05/2021 T3 4'11"105'3"21'2" 17'4" 5'3"1 5'3"1 10'0"7 4'9"7 16'0"8 6'0"1 16'10"8 10" 17'4" 5"8 5'1"5 5'1"5 9'9" 4'7"11 16'10"8 7'1"8 17'4" 5"8 2'2'6"6 6'6"1010'0"8 6'6"8 5"8'6"104'11"37'11"109'4"310' 12' A B C D E F G HIJK L M 6 12 3X4(B1) 3X4 3X4 5X8 4X5 5X5 4X47X8 2X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.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; Rt Bearing Leg: 2x6 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 17.33 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.33 BC: From 70 plf at 10.33 to 70 plf at 15.12 BC: From 20 plf at 15.12 to 20 plf at 16.87 Plating Notes All plates are 1.5X4 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. Collar-tie braced with continuous lateral bracing at 24" O.C. including chord ends, or rigid ceiling. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 844 /-/-/504 /232 /321 M 822 /-/-/421 /241 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 4.0 Min Req =1.5 Bearings B & 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 326 -1151 Chords Tens.Comp. C - D 155 -672 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 963 -685 K - J 958 -683 Chords Tens.Comp. J - I 521 -319 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 435 -500 D - L 292 -534 L - I 349 -455 L - G 282 -521 I - G 1469 -834 Webs Tens.Comp. G - M 326 -529 M - H 326 -529 F - G 451 -240 F - M 854 -1225 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.399 J 512 360 VERT(CL):0.759 J 269 240 HORZ(LL):0.193 I - - HORZ(TL):0.368 I - - Creep Factor: 2.0 Max TC CSI:0.541 Max BC CSI:0.931 Max Web CSI:0.740 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T34 Ply: 1 Qty:1 SEQN:259626 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T71 DrwNo:036.21.1600.30830 AK /DF 02/05/2021 T3 4'11"105'3"21'2" 17'4" 5'3"1 5'3"1 10'0"7 4'9"7 16'0"8 6'0"1 16'10"8 10" 17'4" 5"8 5'1"5 5'1"5 9'9" 4'7"11 16'10"8 7'1"8 17'4" 5"8 2'2'6"6 6'6"1010'0"8 6'6"8 5"8'6"104'11"37'11"109'4"310' 12' A B C D E F G HIJK L M 6 12 3X4(B1) 3X4 3X4 5X8 4X5 5X5 4X47X8 2X5 02/05/2021 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; W7 2x4 SP 2250f-1.9E; Rt Bearing Leg: 2x6 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 17.33 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.33 BC: From 70 plf at 10.33 to 70 plf at 15.12 BC: From 20 plf at 15.12 to 20 plf at 16.87 Plating Notes All plates are 1.5X4 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. Collar-tie braced with continuous lateral bracing at 24" O.C. including chord ends, or rigid ceiling. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 844 /-/-/506 /232 /285 N 822 /-/-/390 /227 /- Wind reactions based on MWFRS B Brg Width = 8.0 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 386 -1138 Chords Tens.Comp. C - D 195 -709 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 954 -679 K - J 951 -679 Chords Tens.Comp. J - I 537 -340 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 397 -464 D - L 409 -659 E - L 401 -448 L - M 438 -691 M - I 695 -837 Webs Tens.Comp. M - G 419 -668 I - G 1609 -971 F - G 824 -469 F - N 474 -662 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.266 J 768 360 VERT(CL):0.504 J 405 240 HORZ(LL):0.123 I - - HORZ(TL):0.235 I - - Creep Factor: 2.0 Max TC CSI:0.694 Max BC CSI:0.852 Max Web CSI:0.561 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T35 Ply: 1 Qty:1 SEQN:259629 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T72 DrwNo:036.21.1600.48520 AK /DF 02/05/2021 W7 4'11"105'3"21'2" 17'4" 5'3"1 5'3"1 10'0"7 4'9"7 14'0"8 4'0"1 16'10"8 2'10" 17'4" 5"8 5'1"5 5'1"5 9'9" 4'7"11 16'10"8 7'1"8 17'4" 5"8 2'2'6"6 5'6"1010'0"8 6'6"8 5"7'6"104'11"36'11"108'4"310' 12' A B C D E F G HIJK L M N 6 12 3X4(B1) 3X4 3X4 5X8 SS0508 4X6 4X46X6 2X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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; W7 2x4 SP 2250f-1.9E; Rt Bearing Leg: 2x6 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 17.33 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.33 BC: From 70 plf at 10.33 to 70 plf at 15.12 BC: From 20 plf at 15.12 to 20 plf at 16.87 Plating Notes All plates are 1.5X4 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. Collar-tie braced with continuous lateral bracing at 24" O.C. including chord ends, or rigid ceiling. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 844 /-/-/506 /232 /285 N 822 /-/-/390 /227 /- Wind reactions based on MWFRS B Brg Width = 8.0 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 386 -1138 Chords Tens.Comp. C - D 195 -709 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 954 -679 K - J 951 -679 Chords Tens.Comp. J - I 537 -340 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 397 -464 D - L 409 -659 E - L 401 -448 L - M 438 -691 M - I 695 -837 Webs Tens.Comp. M - G 419 -668 I - G 1609 -971 F - G 824 -469 F - N 474 -662 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.266 J 768 360 VERT(CL):0.504 J 405 240 HORZ(LL):0.123 I - - HORZ(TL):0.235 I - - Creep Factor: 2.0 Max TC CSI:0.694 Max BC CSI:0.852 Max Web CSI:0.561 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T35 Ply: 1 Qty:1 SEQN:259629 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T72 DrwNo:036.21.1600.48520 AK /DF 02/05/2021 W7 4'11"105'3"21'2" 17'4" 5'3"1 5'3"1 10'0"7 4'9"7 14'0"8 4'0"1 16'10"8 2'10" 17'4" 5"8 5'1"5 5'1"5 9'9" 4'7"11 16'10"8 7'1"8 17'4" 5"8 2'2'6"6 5'6"1010'0"8 6'6"8 5"7'6"104'11"36'11"108'4"310' 12' A B C D E F G HIJK L M N 6 12 3X4(B1) 3X4 3X4 5X8 SS0508 4X6 4X46X6 2X5 02/05/2021 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 2250f-1.9E; Webs: 2x4 SP #2; W8 2x4 SP 2250f-1.9E; Rt Bearing Leg: 2x6 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 17.33 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.04 BC: From 70 plf at 10.04 to 70 plf at 15.12 BC: From 20 plf at 15.12 to 20 plf at 16.87 Plating Notes All plates are 1.5X4 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. Collar-tie braced with continuous lateral bracing at 24" O.C. including chord ends, or rigid ceiling. It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 870 /-/-/505 /232 /249 O 830 /-/-/364 /214 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 O Brg Width = 4.0 Min Req =1.5 Bearings B & O are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 468 -1197 C - D 263 -751 D - E 261 -489 Chords Tens.Comp. E - F 551 -150 F - G 550 -167 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1005 -691 L - K 1001 -691 Chords Tens.Comp. K - J 580 -339 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 414 -491 E - M 404 -994 F - M 335 -375 M - N 398 -715 M - G 110 -413 N - J 549 -745 Webs Tens.Comp. N - H 383 -695 J - H 1643 -846 H - O 196 -418 O - I 196 -418 G - H 755 -318 G - O 790 -1022 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.283 D 720 360 VERT(CL):0.540 D 378 240 HORZ(LL):0.135 D - - HORZ(TL):0.256 D - - Creep Factor: 2.0 Max TC CSI:0.449 Max BC CSI:0.979 Max Web CSI:0.417 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T36 Ply: 1 Qty:1 SEQN:259617 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T73 DrwNo:036.21.1601.32380 AK /DF 02/05/2021 W84'11"1017'4" 5'3"1 5'3"1 9'10"12 4'7"11 10'4"13 6"1 12'0"8 1'7"11 16'10"8 4'10" 17'4" 5"8 5'1"5 5'1"5 9'9" 4'7"11 16'10"8 7'1"8 17'4" 5"8 2'2'6"6 4'6"1010'0"8 6'6"8 5"6'6"104'11"35'11"105'3"27'4"310' 12' A B C D E F G H IJKL M N O 6 12 3X4(B1) 3X4 3X4 4X43X4 4X6 4X76X6 2X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: 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 2250f-1.9E; Webs: 2x4 SP #2; W8 2x4 SP 2250f-1.9E; Rt Bearing Leg: 2x6 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 17.33 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.04 BC: From 70 plf at 10.04 to 70 plf at 15.12 BC: From 20 plf at 15.12 to 20 plf at 16.87 Plating Notes All plates are 1.5X4 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. Collar-tie braced with continuous lateral bracing at 24" O.C. including chord ends, or rigid ceiling. It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 870 /-/-/505 /232 /249 O 830 /-/-/364 /214 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 O Brg Width = 4.0 Min Req =1.5 Bearings B & O are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 468 -1197 C - D 263 -751 D - E 261 -489 Chords Tens.Comp. E - F 551 -150 F - G 550 -167 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1005 -691 L - K 1001 -691 Chords Tens.Comp. K - J 580 -339 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 414 -491 E - M 404 -994 F - M 335 -375 M - N 398 -715 M - G 110 -413 N - J 549 -745 Webs Tens.Comp. N - H 383 -695 J - H 1643 -846 H - O 196 -418 O - I 196 -418 G - H 755 -318 G - O 790 -1022 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.283 D 720 360 VERT(CL):0.540 D 378 240 HORZ(LL):0.135 D - - HORZ(TL):0.256 D - - Creep Factor: 2.0 Max TC CSI:0.449 Max BC CSI:0.979 Max Web CSI:0.417 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T36 Ply: 1 Qty:1 SEQN:259617 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T73 DrwNo:036.21.1601.32380 AK /DF 02/05/2021 W84'11"1017'4" 5'3"1 5'3"1 9'10"12 4'7"11 10'4"13 6"1 12'0"8 1'7"11 16'10"8 4'10" 17'4" 5"8 5'1"5 5'1"5 9'9" 4'7"11 16'10"8 7'1"8 17'4" 5"8 2'2'6"6 4'6"1010'0"8 6'6"8 5"6'6"104'11"35'11"105'3"27'4"310' 12' A B C D E F G H IJKL M N O 6 12 3X4(B1) 3X4 3X4 4X43X4 4X6 4X76X6 2X5 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x6 SP 2400f-2.0E; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 17.33 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.04 BC: From 70 plf at 10.04 to 70 plf at 15.12 BC: From 20 plf at 15.12 to 20 plf at 16.87 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 870 /-/-/499 /232 /212 G 830 /-/-/341 /203 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = 4.0 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 581 -1183 C - D 399 -781 Chords Tens.Comp. D - E 418 -604 E - F 386 -569 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 995 -755 K - J 992 -755 Chords Tens.Comp. J - I 601 -415 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 397 -438 E - I 1060 -1152 Webs Tens.Comp. I - F 1967 -1322 F - G 767 -1151 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.225 D 907 360 VERT(CL):0.429 D 476 240 HORZ(LL):0.100 E - - HORZ(TL):0.191 E - - Creep Factor: 2.0 Max TC CSI:0.750 Max BC CSI:0.824 Max Web CSI:0.611 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T37 Ply: 1 Qty:1 SEQN:259614 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T74 DrwNo:036.21.1601.43473 AK /DF 02/05/2021 T2 17'4" 5'3"1 5'3"1 10'0"8 4'9"7 15'3"4 5'2"12 16'10"8 1'7"4 17'4" 5"8 5'1"5 5'1"5 9'9" 4'7"11 15'5" 5'8" 16'10"8 1'5"8 17'4" 5"8 2'2'6"6 3'6"105'6"106'4"310' 12' A B C D E F G HIJK 6 12 3X4(B1)1.5X4 3X4 3X4 5X5 2X4 4X7 7X8 2X51.5X4 **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; T2 2x6 SP 2400f-2.0E; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 17.33 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.04 BC: From 70 plf at 10.04 to 70 plf at 15.12 BC: From 20 plf at 15.12 to 20 plf at 16.87 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 870 /-/-/499 /232 /212 G 830 /-/-/341 /203 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = 4.0 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 581 -1183 C - D 399 -781 Chords Tens.Comp. D - E 418 -604 E - F 386 -569 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 995 -755 K - J 992 -755 Chords Tens.Comp. J - I 601 -415 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 397 -438 E - I 1060 -1152 Webs Tens.Comp. I - F 1967 -1322 F - G 767 -1151 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.225 D 907 360 VERT(CL):0.429 D 476 240 HORZ(LL):0.100 E - - HORZ(TL):0.191 E - - Creep Factor: 2.0 Max TC CSI:0.750 Max BC CSI:0.824 Max Web CSI:0.611 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T37 Ply: 1 Qty:1 SEQN:259614 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T74 DrwNo:036.21.1601.43473 AK /DF 02/05/2021 T2 17'4" 5'3"1 5'3"1 10'0"8 4'9"7 15'3"4 5'2"12 16'10"8 1'7"4 17'4" 5"8 5'1"5 5'1"5 9'9" 4'7"11 15'5" 5'8" 16'10"8 1'5"8 17'4" 5"8 2'2'6"6 3'6"105'6"106'4"310' 12' A B C D E F G HIJK 6 12 3X4(B1)1.5X4 3X4 3X4 5X5 2X4 4X7 7X8 2X51.5X4 02/05/2021 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; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; 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. 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 782 /-/-/489 /194 /177 G 644 /-/-/326 /192 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = 4.0 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 478 -753 C - D 755 -1063 Chords Tens.Comp. D - E 854 -948 E - F 753 -860 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 545 -600 C - P 759 -648 Chords Tens.Comp. P - N 897 -791 N - M 906 -804 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 957 -855 Q - P 748 -791 D - N 423 -367 Webs Tens.Comp. E - M 577 -524 M - F 812 -673 F - G 1411 -1119 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.273 O 749 360 VERT(CL):0.498 O 409 240 HORZ(LL):0.106 L - - HORZ(TL):0.195 L - - Creep Factor: 2.0 Max TC CSI:0.596 Max BC CSI:0.555 Max Web CSI:0.679 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T38 Ply: 1 Qty:1 SEQN:259911 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T44 DrwNo:036.21.1601.53537 AK /DF 02/05/2021 T1 B2 17'4" 8'10" 8'10" 9'7"8 9"8 16'10"8 7'3" 17'4" 5"8 1'7"6 1'7"6 2'2"12 7"6 2'8" 5"4 8'11"12 6'3"12 9'11" 11"4 15'5"4 5'6"4 16'7" 1'1"12 16'10"8 3"8 17'4" 5"8 2'2'6"6 2'6"101'4'11"65'8"1510' 12' A B C D E F G H IJKLMN OPQ 6 12 3X4(B1) 3X81.5X6 6X6 5X5 1.5X41.5X4 4X7 2X53X31.5X4 **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; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; 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. 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 782 /-/-/489 /194 /177 G 644 /-/-/326 /192 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = 4.0 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 478 -753 C - D 755 -1063 Chords Tens.Comp. D - E 854 -948 E - F 753 -860 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 545 -600 C - P 759 -648 Chords Tens.Comp. P - N 897 -791 N - M 906 -804 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 957 -855 Q - P 748 -791 D - N 423 -367 Webs Tens.Comp. E - M 577 -524 M - F 812 -673 F - G 1411 -1119 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.273 O 749 360 VERT(CL):0.498 O 409 240 HORZ(LL):0.106 L - - HORZ(TL):0.195 L - - Creep Factor: 2.0 Max TC CSI:0.596 Max BC CSI:0.555 Max Web CSI:0.679 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T38 Ply: 1 Qty:1 SEQN:259911 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T44 DrwNo:036.21.1601.53537 AK /DF 02/05/2021 T1 B2 17'4" 8'10" 8'10" 9'7"8 9"8 16'10"8 7'3" 17'4" 5"8 1'7"6 1'7"6 2'2"12 7"6 2'8" 5"4 8'11"12 6'3"12 9'11" 11"4 15'5"4 5'6"4 16'7" 1'1"12 16'10"8 3"8 17'4" 5"8 2'2'6"6 2'6"101'4'11"65'8"1510' 12' A B C D E F G H IJKLMN OPQ 6 12 3X4(B1) 3X81.5X6 6X6 5X5 1.5X41.5X4 4X7 2X53X31.5X4 02/05/2021 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; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; 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. 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 772 /-/-/471 /198 /141 G 629 /-/-/308 /179 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = 3.5 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 493 -741 C - D 674 -1011 Chords Tens.Comp. D - E 751 -961 E - F 735 -935 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 537 -565 C - P 711 -519 Chords Tens.Comp. P - N 847 -652 N - M 990 -786 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 901 -843 Q - P 738 -742 D - N 457 -236 Webs Tens.Comp. E - M 399 -429 M - F 887 -655 F - G 641 -681 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.279 O 719 360 VERT(CL):0.510 O 393 240 HORZ(LL):0.123 L - - HORZ(TL):0.226 L - - Creep Factor: 2.0 Max TC CSI:0.577 Max BC CSI:0.543 Max Web CSI:0.289 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T39 Ply: 1 Qty:1 SEQN:259914 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T81 DrwNo:036.21.1601.59400 AK /DF 02/05/2021 T1 B2 17' 8'10" 8'10" 11'7"8 2'9"8 16'6"8 4'11" 17' 5"8 1'7"6 1'7"6 2'2"12 7"6 2'8" 5"4 8'11"12 6'3"12 11'11" 2'11"4 15'5"4 3'6"4 16'3" 9"12 16'6"8 3"8 17' 5"8 2' 7"46"6 2'11"61'4'11"65'8"1510' 10'7"4 A B C D E F GH I JKLMN OPQ 6 12 3X4(B1) 3X81.5X6 5X5 5X5 1.5X41.5X4 4X7 3X32X6 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; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; 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. 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 772 /-/-/471 /198 /141 G 629 /-/-/308 /179 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = 3.5 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 493 -741 C - D 674 -1011 Chords Tens.Comp. D - E 751 -961 E - F 735 -935 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 537 -565 C - P 711 -519 Chords Tens.Comp. P - N 847 -652 N - M 990 -786 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 901 -843 Q - P 738 -742 D - N 457 -236 Webs Tens.Comp. E - M 399 -429 M - F 887 -655 F - G 641 -681 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.279 O 719 360 VERT(CL):0.510 O 393 240 HORZ(LL):0.123 L - - HORZ(TL):0.226 L - - Creep Factor: 2.0 Max TC CSI:0.577 Max BC CSI:0.543 Max Web CSI:0.289 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T39 Ply: 1 Qty:1 SEQN:259914 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T81 DrwNo:036.21.1601.59400 AK /DF 02/05/2021 T1 B2 17' 8'10" 8'10" 11'7"8 2'9"8 16'6"8 4'11" 17' 5"8 1'7"6 1'7"6 2'2"12 7"6 2'8" 5"4 8'11"12 6'3"12 11'11" 2'11"4 15'5"4 3'6"4 16'3" 9"12 16'6"8 3"8 17' 5"8 2' 7"46"6 2'11"61'4'11"65'8"1510' 10'7"4 A B C D E F GH I JKLMN OPQ 6 12 3X4(B1) 3X81.5X6 5X5 5X5 1.5X41.5X4 4X7 3X32X6 1.5X4 02/05/2021 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; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @11.25" 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 56 plf at -2.13 to 56 plf at 5.02 TC: From 28 plf at 5.02 to 28 plf at 13.75 TC: From 56 plf at 13.75 to 56 plf at 17.00 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 5.02 BC: From 10 plf at 5.02 to 10 plf at 12.65 BC: From 20 plf at 12.65 to 20 plf at 16.54 BC: 604 lb Conc. Load at 5.02,12.65 BC: 314 lb Conc. Load at 6.83,10.83 BC: 308 lb Conc. Load at 8.83 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. 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). It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1650 /-/-/-/459 /- H 1575 /-/-/-/411 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 290 -1086 C - D 465 -1747 D - E 360 -1374 Chords Tens.Comp. E - F 397 -1503 F - G 435 -1714 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 868 -231 C - R 1219 -321 R - P 1549 -404 Chords Tens.Comp. P - O 1594 -415 O - N 1854 -477 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 382 -1419 S - R 1204 -310 D - P 806 -187 O - E 634 -157 Webs Tens.Comp. O - F 132 -545 F - N 164 -549 N - G 1646 -413 G - H 204 -777 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.156 Q 999 360 VERT(CL):0.288 Q 697 240 HORZ(LL):0.088 I - - HORZ(TL):0.163 I - - Creep Factor: 2.0 Max TC CSI:0.682 Max BC CSI:0.449 Max Web CSI:0.372 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T40 Ply: 2 Qty:1 SEQN:259947 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T62 DrwNo:036.21.1602.16047 AK /DF 02/05/2021 2 Complete Trusses Required B2 17' 7' 7' 10'8" 3'8" 13'9" 3'1" 16'6"8 2'9"8 17' 5"8 1'8"4 1'8"4 2'2"12 6"8 2'8" 5"4 7'1"12 4'5"12 10'6"4 3'4"8 14'0"8 3'6"4 15'5"4 1'4"12 16'3" 9"12 16'6"8 3"8 17' 5"8 2' 7"46"6 1'10"101'4'0"64'9"1510' 10'7"4 A B C D E F G HI J KLMNOP QRS 6 12 3X4(B1) 3X10 4X4 2X6 4X7 3X6 3X8 4X4 5X5 4X5 5X8 3X32X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @11.25" 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 56 plf at -2.13 to 56 plf at 5.02 TC: From 28 plf at 5.02 to 28 plf at 13.75 TC: From 56 plf at 13.75 to 56 plf at 17.00 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 5.02 BC: From 10 plf at 5.02 to 10 plf at 12.65 BC: From 20 plf at 12.65 to 20 plf at 16.54 BC: 604 lb Conc. Load at 5.02,12.65 BC: 314 lb Conc. Load at 6.83,10.83 BC: 308 lb Conc. Load at 8.83 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. 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). It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricator's truss layout. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1650 /-/-/-/459 /- H 1575 /-/-/-/411 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 290 -1086 C - D 465 -1747 D - E 360 -1374 Chords Tens.Comp. E - F 397 -1503 F - G 435 -1714 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 868 -231 C - R 1219 -321 R - P 1549 -404 Chords Tens.Comp. P - O 1594 -415 O - N 1854 -477 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 382 -1419 S - R 1204 -310 D - P 806 -187 O - E 634 -157 Webs Tens.Comp. O - F 132 -545 F - N 164 -549 N - G 1646 -413 G - H 204 -777 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.156 Q 999 360 VERT(CL):0.288 Q 697 240 HORZ(LL):0.088 I - - HORZ(TL):0.163 I - - Creep Factor: 2.0 Max TC CSI:0.682 Max BC CSI:0.449 Max Web CSI:0.372 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T40 Ply: 2 Qty:1 SEQN:259947 SPEC FROM: Cust: R 761 JRef:1X2O7610007 T62 DrwNo:036.21.1602.16047 AK /DF 02/05/2021 2 Complete Trusses Required B2 17' 7' 7' 10'8" 3'8" 13'9" 3'1" 16'6"8 2'9"8 17' 5"8 1'8"4 1'8"4 2'2"12 6"8 2'8" 5"4 7'1"12 4'5"12 10'6"4 3'4"8 14'0"8 3'6"4 15'5"4 1'4"12 16'3" 9"12 16'6"8 3"8 17' 5"8 2' 7"46"6 1'10"101'4'0"64'9"1510' 10'7"4 A B C D E F G HI J KLMNOP QRS 6 12 3X4(B1) 3X10 4X4 2X6 4X7 3X6 3X8 4X4 5X5 4X5 5X8 3X32X6 02/05/2021 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 2x4 SP 2250f-1.9E; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 7.00 BC: From 20 plf at 0.00 to 20 plf at 7.00 TC: 264 lb Conc. Load at 4.99 BC: 219 lb Conc. Load at 4.99 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 408 /-/-/-/101 /- E 604 /-/-/-/146 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 E Brg Width = -Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 150 -551 Chords Tens.Comp. B - C 288 -1127 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 433 -110 Chords Tens.Comp. G - E 533 -152 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - C 714 -147 Webs Tens.Comp. C - E 196 -669 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.062 F 999 360 VERT(CL):0.116 F 713 240 HORZ(LL):0.039 E - - HORZ(TL):0.073 E - - Creep Factor: 2.0 Max TC CSI:0.350 Max BC CSI:0.660 Max Web CSI:0.536 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T41 Ply: 1 Qty:2 SEQN:259917 HIPM FROM: Page 1 of 2 Cust: R 761 JRef:1X2O7610007 T63 DrwNo:036.21.1602.28493 AK /DF 02/05/2021 W1 7' 3'6"4 3'6"4 4'11"8 1'5"4 7' 2'0"8 3'11"8 3'11"8 7' 3'0"8 6"6 1'2'0"23'0"210' 11' A B C D E FGH 6 12 3X4(B1) 1.5X45X5 1.5X4 4X4 1.5X4 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; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; W1 2x4 SP 2250f-1.9E; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 7.00 BC: From 20 plf at 0.00 to 20 plf at 7.00 TC: 264 lb Conc. Load at 4.99 BC: 219 lb Conc. Load at 4.99 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 408 /-/-/-/101 /- E 604 /-/-/-/146 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 E Brg Width = -Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 150 -551 Chords Tens.Comp. B - C 288 -1127 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 433 -110 Chords Tens.Comp. G - E 533 -152 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - C 714 -147 Webs Tens.Comp. C - E 196 -669 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.062 F 999 360 VERT(CL):0.116 F 713 240 HORZ(LL):0.039 E - - HORZ(TL):0.073 E - - Creep Factor: 2.0 Max TC CSI:0.350 Max BC CSI:0.660 Max Web CSI:0.536 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T41 Ply: 1 Qty:2 SEQN:259917 HIPM FROM: Page 1 of 2 Cust: R 761 JRef:1X2O7610007 T63 DrwNo:036.21.1602.28493 AK /DF 02/05/2021 W1 7' 3'6"4 3'6"4 4'11"8 1'5"4 7' 2'0"8 3'11"8 3'11"8 7' 3'0"8 6"6 1'2'0"23'0"210' 11' A B C D E FGH 6 12 3X4(B1) 1.5X45X5 1.5X4 4X4 1.5X4 4X4 02/05/2021 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 Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong-Tie. Please refer to the most recent Simpson Strong-Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Hanger specified assumes connection to supporting chord is located a minimum of five times the depth of the supporting chord from any unsupported end, unless unsupported chord end has 85% plating coverage. Bearing at location x=6'9" uses the following support conditions: 6'9" Bearing E (6'9", 11') HUS26 Supporting Member: (2)2x6 SP 2400f-2.0E (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported member. (J) Hanger Support Required, by others Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T41 Ply: 1 Qty:2 SEQN:259917 HIPM FROM: Page 2 of 2 Cust: R 761 JRef:1X2O7610007 T63 DrwNo:036.21.1602.28493 AK /DF 02/05/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong-Tie. Please refer to the most recent Simpson Strong-Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Hanger specified assumes connection to supporting chord is located a minimum of five times the depth of the supporting chord from any unsupported end, unless unsupported chord end has 85% plating coverage. Bearing at location x=6'9" uses the following support conditions: 6'9" Bearing E (6'9", 11') HUS26 Supporting Member: (2)2x6 SP 2400f-2.0E (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported member. (J) Hanger Support Required, by others Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T41 Ply: 1 Qty:2 SEQN:259917 HIPM FROM: Page 2 of 2 Cust: R 761 JRef:1X2O7610007 T63 DrwNo:036.21.1602.28493 AK /DF 02/05/2021 02/05/2021 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 56 plf at -2.13 to 56 plf at 8.67 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 8.44 BC: From 24 plf at 8.44 to 24 plf at 8.67 TC: -9 lb Conc. Load at 1.69 BC: 33 lb Conc. Load at 1.69 Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 491 /-/-/-/196 /- G 314 /-/-/-/85 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = -Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 141 -376 C - D 157 -524 Chords Tens.Comp. D - E 259 -850 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - G 771 -233 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - D 157 -460 K - I 638 -194 Webs Tens.Comp. I - E 429 -89 E - G 241 -798 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.025 H 999 360 VERT(CL):0.045 H 999 240 HORZ(LL):0.008 G - - HORZ(TL):0.015 G - - Creep Factor: 2.0 Max TC CSI:0.321 Max BC CSI:0.246 Max Web CSI:0.175 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T42 Ply: 1 Qty:2 SEQN:259944 COMN FROM: Cust: R 761 JRef:1X2O7610007 T56 DrwNo:036.21.1602.32930 AK /DF 02/05/2021 8'8" 1'8"4 1'8"4 3'4"4 1'8" 5'4" 1'11"12 8'8" 3'4" 1'10" 1'10" 3'2"8 1'4"8 5'7"8 2'5" 8'8" 3'0"82' 6"6 1'3'0"61'4"83'11"4'8"910' 11' A B C D E F G HIJKL 6 12 3X4(B1) 4X7 1.5X4 3X8 5X5 5X8 1.5X4 3X4 1.5X4 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; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 8.67 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 8.44 BC: From 24 plf at 8.44 to 24 plf at 8.67 TC: -9 lb Conc. Load at 1.69 BC: 33 lb Conc. Load at 1.69 Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 491 /-/-/-/196 /- G 314 /-/-/-/85 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = -Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 141 -376 C - D 157 -524 Chords Tens.Comp. D - E 259 -850 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - G 771 -233 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - D 157 -460 K - I 638 -194 Webs Tens.Comp. I - E 429 -89 E - G 241 -798 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.025 H 999 360 VERT(CL):0.045 H 999 240 HORZ(LL):0.008 G - - HORZ(TL):0.015 G - - Creep Factor: 2.0 Max TC CSI:0.321 Max BC CSI:0.246 Max Web CSI:0.175 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T42 Ply: 1 Qty:2 SEQN:259944 COMN FROM: Cust: R 761 JRef:1X2O7610007 T56 DrwNo:036.21.1602.32930 AK /DF 02/05/2021 8'8" 1'8"4 1'8"4 3'4"4 1'8" 5'4" 1'11"12 8'8" 3'4" 1'10" 1'10" 3'2"8 1'4"8 5'7"8 2'5" 8'8" 3'0"82' 6"6 1'3'0"61'4"83'11"4'8"910' 11' A B C D E F G HIJKL 6 12 3X4(B1) 4X7 1.5X4 3X8 5X5 5X8 1.5X4 3X4 1.5X4 4X4 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. 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 471 /-/-/309 /106 /156 F 308 /-/-/194 /103 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 F Brg Width = -Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 223 -382 Chords Tens.Comp. C - D 719 -706 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 286 -398 Chords Tens.Comp. H - F 733 -887 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 505 -599 J - H 320 -431 Webs Tens.Comp. D - F 924 -762 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.021 G 999 360 VERT(CL):0.038 G 999 240 HORZ(LL):0.008 F - - HORZ(TL):0.015 F - - Creep Factor: 2.0 Max TC CSI:0.464 Max BC CSI:0.232 Max Web CSI:0.163 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T43 Ply: 1 Qty:1 SEQN:259923 COMN FROM: Cust: R 761 JRef:1X2O7610007 T65 DrwNo:036.21.1602.35893 AK /DF 02/05/2021 8'8" 3'8"4 3'8"4 5'4"4 1'8" 8'8" 3'3"12 3'11"12 3'11"12 5'7"8 1'7"12 8'8" 3'0"82' 6"6 1'3'0"62'4"84'0"64'9"1510' 11' A B C D E F GHIJ 6 12 3X4(B1) 4X7 3X4 5X8 1.5X4 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; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. 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 471 /-/-/309 /106 /156 F 308 /-/-/194 /103 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 F Brg Width = -Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 223 -382 Chords Tens.Comp. C - D 719 -706 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 286 -398 Chords Tens.Comp. H - F 733 -887 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 505 -599 J - H 320 -431 Webs Tens.Comp. D - F 924 -762 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.021 G 999 360 VERT(CL):0.038 G 999 240 HORZ(LL):0.008 F - - HORZ(TL):0.015 F - - Creep Factor: 2.0 Max TC CSI:0.464 Max BC CSI:0.232 Max Web CSI:0.163 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T43 Ply: 1 Qty:1 SEQN:259923 COMN FROM: Cust: R 761 JRef:1X2O7610007 T65 DrwNo:036.21.1602.35893 AK /DF 02/05/2021 8'8" 3'8"4 3'8"4 5'4"4 1'8" 8'8" 3'3"12 3'11"12 3'11"12 5'7"8 1'7"12 8'8" 3'0"82' 6"6 1'3'0"62'4"84'0"64'9"1510' 11' A B C D E F GHIJ 6 12 3X4(B1) 4X7 3X4 5X8 1.5X4 5X5 1.5X4 6X6 02/05/2021 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 2700f-2.2E; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 25.96 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 8.18 BC: From 100 plf at 8.18 to 100 plf at 15.66 BC: From 20 plf at 15.66 to 20 plf at 23.83 BC: From 4 plf at 23.83 to 4 plf at 25.96 PLB: From 40 plf at 10.51 to 40 plf at 13.32 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: 20 psf additional bottom chord live load check has been modified Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1381 /-/-/594 /272 /213 J 1381 /-/-/594 /272 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 J Brg Width = 8.0 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 763 -2253 C - D 759 -2086 Chords Tens.Comp. D - E 758 -2074 E - F 762 -2242 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 1924 -550 I - H 1352 -267 Chords Tens.Comp. H - F 1914 -530 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - D 876 -219 Webs Tens.Comp. D - H 854 -220 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.090 H 999 360 VERT(CL):0.181 H 999 240 HORZ(LL):0.041 H - - HORZ(TL):0.082 H - - Creep Factor: 2.0 Max TC CSI:0.496 Max BC CSI:0.786 Max Web CSI:0.208 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T44 Ply: 1 Qty:11 SEQN:259953 COMN FROM: Cust: R 761 JRef:1X2O7610007 T24 DrwNo:036.21.1602.55560 AK /DF 02/05/2021 B2 23'10" 6'0"9 6'0"9 11'11" 5'10"7 17'9"7 5'10"7 23'10" 6'0"9 8' 8' 15'10" 7'9"15 23'10" 8'2'2' 6"66'5"147'3"710'A B C D E F GHIJ 6 12 4X5(B2) 1.5X4 3X4 4X4 5X6 1.5X4 4X5(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; Bot chord: 2x4 SP 2700f-2.2E; B2 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 25.96 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 8.18 BC: From 100 plf at 8.18 to 100 plf at 15.66 BC: From 20 plf at 15.66 to 20 plf at 23.83 BC: From 4 plf at 23.83 to 4 plf at 25.96 PLB: From 40 plf at 10.51 to 40 plf at 13.32 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: 20 psf additional bottom chord live load check has been modified Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1381 /-/-/594 /272 /213 J 1381 /-/-/594 /272 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 J Brg Width = 8.0 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 763 -2253 C - D 759 -2086 Chords Tens.Comp. D - E 758 -2074 E - F 762 -2242 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 1924 -550 I - H 1352 -267 Chords Tens.Comp. H - F 1914 -530 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - D 876 -219 Webs Tens.Comp. D - H 854 -220 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.090 H 999 360 VERT(CL):0.181 H 999 240 HORZ(LL):0.041 H - - HORZ(TL):0.082 H - - Creep Factor: 2.0 Max TC CSI:0.496 Max BC CSI:0.786 Max Web CSI:0.208 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T44 Ply: 1 Qty:11 SEQN:259953 COMN FROM: Cust: R 761 JRef:1X2O7610007 T24 DrwNo:036.21.1602.55560 AK /DF 02/05/2021 B2 23'10" 6'0"9 6'0"9 11'11" 5'10"7 17'9"7 5'10"7 23'10" 6'0"9 8' 8' 15'10" 7'9"15 23'10" 8'2'2' 6"66'5"147'3"710'A B C D E F GHIJ 6 12 4X5(B2) 1.5X4 3X4 4X4 5X6 1.5X4 4X5(B2) 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1026 /-/-/596 /273 /201 M 1026 /-/-/596 /273 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 790 -1461 C - D 704 -1088 D - E 705 -920 Chords Tens.Comp. E - F 706 -1093 F - G 791 -1462 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1232 -582 L - K 1230 -584 K - J 917 -330 Chords Tens.Comp. J - I 1230 -564 I - G 1232 -562 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.075 J 999 360 VERT(CL):0.137 J 999 240 HORZ(LL):0.037 I - - HORZ(TL):0.067 I - - Creep Factor: 2.0 Max TC CSI:0.552 Max BC CSI:0.708 Max Web CSI:0.248 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T45 Ply: 1 Qty:1 SEQN:259957 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T23 DrwNo:036.21.1603.00023 AK /DF 02/05/2021 23'10" 5'8"13 5'8"13 11' 5'3"3 12'10" 1'10" 18'1"3 5'3"3 23'10" 5'8"13 5'7"1 5'7"1 11'1"12 5'6"11 12'10" 1'8"4 18'2"15 5'4"15 23'10" 5'7"12'2' 6"66'0"66'9"1510'A B C D E F G HIJKLM 6 12 3X5(B2)1.5X4 3X4 4X4 3X8 4X7 5X5 3X4 1.5X4 3X5(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; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1026 /-/-/596 /273 /201 M 1026 /-/-/596 /273 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 M Brg Width = 8.0 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 790 -1461 C - D 704 -1088 D - E 705 -920 Chords Tens.Comp. E - F 706 -1093 F - G 791 -1462 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1232 -582 L - K 1230 -584 K - J 917 -330 Chords Tens.Comp. J - I 1230 -564 I - G 1232 -562 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.075 J 999 360 VERT(CL):0.137 J 999 240 HORZ(LL):0.037 I - - HORZ(TL):0.067 I - - Creep Factor: 2.0 Max TC CSI:0.552 Max BC CSI:0.708 Max Web CSI:0.248 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T45 Ply: 1 Qty:1 SEQN:259957 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T23 DrwNo:036.21.1603.00023 AK /DF 02/05/2021 23'10" 5'8"13 5'8"13 11' 5'3"3 12'10" 1'10" 18'1"3 5'3"3 23'10" 5'8"13 5'7"1 5'7"1 11'1"12 5'6"11 12'10" 1'8"4 18'2"15 5'4"15 23'10" 5'7"12'2' 6"66'0"66'9"1510'A B C D E F G HIJKLM 6 12 3X5(B2)1.5X4 3X4 4X4 3X8 4X7 5X5 3X4 1.5X4 3X5(B2) 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1026 /-/-/595 /275 /174 K 1026 /-/-/595 /275 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 K Brg Width = 8.0 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 956 -1447 C - D 848 -1233 D - E 843 -1064 Chords Tens.Comp. E - F 847 -1228 F - G 958 -1446 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1223 -732 J - I 1062 -538 Chords Tens.Comp. I - G 1222 -713 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.071 J 999 360 VERT(CL):0.130 J 999 240 HORZ(LL):0.034 I - - HORZ(TL):0.062 I - - Creep Factor: 2.0 Max TC CSI:0.516 Max BC CSI:0.712 Max Web CSI:0.089 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T46 Ply: 1 Qty:1 SEQN:259961 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T22 DrwNo:036.21.1603.09080 AK /DF 02/05/2021 23'10" 4'7"1 4'7"1 9' 4'4"15 14'10" 5'10" 19'2"15 4'4"15 23'10" 4'7"1 9' 9' 14'8"4 5'8"4 23'10" 9'1"122'2' 6"65'0"65'9"1510' A B C D E F G HIJK 6 12 3X5(B2) 1.5X4 4X7 3X4 5X8 4X5 1.5X4 3X5(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; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1026 /-/-/595 /275 /174 K 1026 /-/-/595 /275 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 K Brg Width = 8.0 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 956 -1447 C - D 848 -1233 D - E 843 -1064 Chords Tens.Comp. E - F 847 -1228 F - G 958 -1446 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1223 -732 J - I 1062 -538 Chords Tens.Comp. I - G 1222 -713 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.071 J 999 360 VERT(CL):0.130 J 999 240 HORZ(LL):0.034 I - - HORZ(TL):0.062 I - - Creep Factor: 2.0 Max TC CSI:0.516 Max BC CSI:0.712 Max Web CSI:0.089 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T46 Ply: 1 Qty:1 SEQN:259961 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T22 DrwNo:036.21.1603.09080 AK /DF 02/05/2021 23'10" 4'7"1 4'7"1 9' 4'4"15 14'10" 5'10" 19'2"15 4'4"15 23'10" 4'7"1 9' 9' 14'8"4 5'8"4 23'10" 9'1"122'2' 6"65'0"65'9"1510' A B C D E F G HIJK 6 12 3X5(B2) 1.5X4 4X7 3X4 5X8 4X5 1.5X4 3X5(B2) 02/05/2021 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 2250f-1.9E; Webs: 2x4 SP #2; Lt W edge: 2x4 SP #2;Rt W edge: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 7.00 TC: From 28 plf at 7.00 to 28 plf at 16.83 TC: From 56 plf at 16.83 to 56 plf at 25.96 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 16.80 BC: From 20 plf at 16.80 to 20 plf at 23.83 BC: From 4 plf at 23.83 to 4 plf at 25.96 TC: 409 lb Conc. Load at 7.03,16.80 TC: 168 lb Conc. Load at 9.06,11.06,12.77,14.77 BC: 444 lb Conc. Load at 7.03,16.80 BC: 129 lb Conc. Load at 9.06,11.06,12.77,14.77 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2288 /-/-/-/660 /- K 2288 /-/-/-/660 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.9 K Brg Width = 8.0 Min Req =1.9 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1130 -3995 C - D 1193 -4209 Chords Tens.Comp. D - E 1193 -4209 E - F 1130 -3995 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 3463 -961 J - I 3483 -957 Chords Tens.Comp. I - H 3483 -957 H - F 3463 -961 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 512 0 C - I 910 -295 D - I 382 -640 Webs Tens.Comp. I - E 910 -295 H - E 512 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.194 D 999 360 VERT(CL):0.356 D 797 240 HORZ(LL):0.082 H - - HORZ(TL):0.151 H - - Creep Factor: 2.0 Max TC CSI:0.734 Max BC CSI:0.927 Max Web CSI:0.205 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T47 Ply: 1 Qty:1 SEQN:259965 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T10 DrwNo:036.21.1603.15997 AK /DF 02/05/2021 23'10" 7' 7' 11'11" 4'11" 16'10" 4'11" 23'10" 7' 7'1"12 7'1"12 11'11" 4'9"4 16'8"4 4'9"4 23'10" 7'1"122'2' 6"64'0"64'9"1510' A B C D E F GHIJK 6 12 5X8(B2) 5X8 1.5X4 1.5X4 5X8 1.5X4 5X8 5X8(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; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Lt W edge: 2x4 SP #2;Rt W edge: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -2.13 to 56 plf at 7.00 TC: From 28 plf at 7.00 to 28 plf at 16.83 TC: From 56 plf at 16.83 to 56 plf at 25.96 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 16.80 BC: From 20 plf at 16.80 to 20 plf at 23.83 BC: From 4 plf at 23.83 to 4 plf at 25.96 TC: 409 lb Conc. Load at 7.03,16.80 TC: 168 lb Conc. Load at 9.06,11.06,12.77,14.77 BC: 444 lb Conc. Load at 7.03,16.80 BC: 129 lb Conc. Load at 9.06,11.06,12.77,14.77 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2288 /-/-/-/660 /- K 2288 /-/-/-/660 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.9 K Brg Width = 8.0 Min Req =1.9 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1130 -3995 C - D 1193 -4209 Chords Tens.Comp. D - E 1193 -4209 E - F 1130 -3995 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 3463 -961 J - I 3483 -957 Chords Tens.Comp. I - H 3483 -957 H - F 3463 -961 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 512 0 C - I 910 -295 D - I 382 -640 Webs Tens.Comp. I - E 910 -295 H - E 512 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.194 D 999 360 VERT(CL):0.356 D 797 240 HORZ(LL):0.082 H - - HORZ(TL):0.151 H - - Creep Factor: 2.0 Max TC CSI:0.734 Max BC CSI:0.927 Max Web CSI:0.205 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T47 Ply: 1 Qty:1 SEQN:259965 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T10 DrwNo:036.21.1603.15997 AK /DF 02/05/2021 23'10" 7' 7' 11'11" 4'11" 16'10" 4'11" 23'10" 7' 7'1"12 7'1"12 11'11" 4'9"4 16'8"4 4'9"4 23'10" 7'1"122'2' 6"64'0"64'9"1510' A B C D E F GHIJK 6 12 5X8(B2) 5X8 1.5X4 1.5X4 5X8 1.5X4 5X8 5X8(B2) 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 328 /-/-/176 /82 /57 E 328 /-/-/176 /82 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 E Brg Width = 8.0 Min Req =1.5 Bearings A & C are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 392 -416 Chords Tens.Comp. B - C 391 -416 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.005 D 999 360 VERT(CL):0.010 D 999 240 HORZ(LL):0.002 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.237 Max BC CSI:0.174 Max Web CSI:0.041 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T48 Ply: 1 Qty:1 SEQN:259932 COMN FROM: Cust: R 761 JRef:1X2O7610007 T68 DrwNo:036.21.1603.18900 AK /DF 02/05/2021 8'8" 4'4" 4'4" 8'8" 4'4" 4'4" 4'4" 8'8" 4'4" 6"62'8"613' A B C D E 6 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; 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 328 /-/-/176 /82 /57 E 328 /-/-/176 /82 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 E Brg Width = 8.0 Min Req =1.5 Bearings A & C are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 392 -416 Chords Tens.Comp. B - C 391 -416 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.005 D 999 360 VERT(CL):0.010 D 999 240 HORZ(LL):0.002 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.237 Max BC CSI:0.174 Max Web CSI:0.041 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T48 Ply: 1 Qty:1 SEQN:259932 COMN FROM: Cust: R 761 JRef:1X2O7610007 T68 DrwNo:036.21.1603.18900 AK /DF 02/05/2021 8'8" 4'4" 4'4" 8'8" 4'4" 4'4" 4'4" 8'8" 4'4" 6"62'8"613' A B C D E 6 12 3X4(B1) 4X4 1.5X4 3X4(B1) 02/05/2021 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 56 plf at -2.13 to 56 plf at 10.80 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.00 BC: From 10 plf at 4.00 to 10 plf at 4.67 BC: From 20 plf at 4.67 to 20 plf at 8.67 BC: From 4 plf at 8.67 to 4 plf at 10.80 TC: 84 lb Conc. Load at 4.00, 4.67 TC: 79 lb Conc. Load at 4.33 BC: 27 lb Conc. Load at 4.00, 4.67 BC: 72 lb Conc. Load at 4.33 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 635 /-/-/-/190 /- G 635 /-/-/-/190 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = 8.0 Min Req =1.5 Bearings B & D 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 -680 Chords Tens.Comp. C - D 166 -680 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 545 -118 Chords Tens.Comp. F - D 545 -118 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.018 F 999 360 VERT(CL):0.032 F 999 240 HORZ(LL):0.009 F - - HORZ(TL):0.016 F - - Creep Factor: 2.0 Max TC CSI:0.408 Max BC CSI:0.381 Max Web CSI:0.039 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T49 Ply: 1 Qty:1 SEQN:259929 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T49 DrwNo:036.21.1603.21060 AK /DF 02/05/2021 8'8" 4' 4' 8'8" 4'8" 8'8" 8'8"2'2' 6"62'6"63'3"1513' A B C D EFG 6 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 56 plf at -2.13 to 56 plf at 10.80 BC: From 4 plf at -2.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.00 BC: From 10 plf at 4.00 to 10 plf at 4.67 BC: From 20 plf at 4.67 to 20 plf at 8.67 BC: From 4 plf at 8.67 to 4 plf at 10.80 TC: 84 lb Conc. Load at 4.00, 4.67 TC: 79 lb Conc. Load at 4.33 BC: 27 lb Conc. Load at 4.00, 4.67 BC: 72 lb Conc. Load at 4.33 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 635 /-/-/-/190 /- G 635 /-/-/-/190 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = 8.0 Min Req =1.5 Bearings B & D 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 -680 Chords Tens.Comp. C - D 166 -680 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 545 -118 Chords Tens.Comp. F - D 545 -118 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.018 F 999 360 VERT(CL):0.032 F 999 240 HORZ(LL):0.009 F - - HORZ(TL):0.016 F - - Creep Factor: 2.0 Max TC CSI:0.408 Max BC CSI:0.381 Max Web CSI:0.039 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:T49 Ply: 1 Qty:1 SEQN:259929 HIPS FROM: Cust: R 761 JRef:1X2O7610007 T49 DrwNo:036.21.1603.21060 AK /DF 02/05/2021 8'8" 4' 4' 8'8" 4'8" 8'8" 8'8"2'2' 6"62'6"63'3"1513' A B C D EFG 6 12 3X4(B1) 4X4 1.5X4 3X4(B1) 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*75 /-/-/42 /12 /14 Wind reactions based on MWFRS D Brg Width = 29.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 16.03 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 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.063 Max BC CSI:0.056 Max Web CSI:0.025 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:V1 Ply: 1 Qty:1 SEQN:259819 VAL FROM: Cust: R 761 JRef:1X2O7610007 T79 DrwNo:036.21.1604.01760 AK /DF 02/05/2021 2'5" 2'5" 2'5" 0"4 1'2"1215'3"2 A B CD 6 12 3X4(D1) 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. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*75 /-/-/42 /12 /14 Wind reactions based on MWFRS D Brg Width = 29.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 16.03 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 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.063 Max BC CSI:0.056 Max Web CSI:0.025 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:V1 Ply: 1 Qty:1 SEQN:259819 VAL FROM: Cust: R 761 JRef:1X2O7610007 T79 DrwNo:036.21.1604.01760 AK /DF 02/05/2021 2'5" 2'5" 2'5" 0"4 1'2"1215'3"2 A B CD 6 12 3X4(D1) 1.5X4 1.5X4 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*75 /-/-/45 /16 /16 Wind reactions based on MWFRS D Brg Width = 53.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.53 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:0.269 Max BC CSI:0.204 Max Web CSI:0.075 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:V2 Ply: 1 Qty:1 SEQN:259822 VAL FROM: Cust: R 761 JRef:1X2O7610007 T78 DrwNo:036.21.1604.03863 AK /DF 02/05/2021 4'5" 4'5" 4'5" 0"4 2'2"1214'3"2 A B CD 6 12 3X4(D1) 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 #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*75 /-/-/45 /16 /16 Wind reactions based on MWFRS D Brg Width = 53.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.53 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:0.269 Max BC CSI:0.204 Max Web CSI:0.075 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:V2 Ply: 1 Qty:1 SEQN:259822 VAL FROM: Cust: R 761 JRef:1X2O7610007 T78 DrwNo:036.21.1604.03863 AK /DF 02/05/2021 4'5" 4'5" 4'5" 0"4 2'2"1214'3"2 A B CD 6 12 3X4(D1) 1.5X4 1.5X6 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 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*76 /-/-/46 /16 /16 Wind reactions based on MWFRS D Brg Width = 77.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.03 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):0.012 C - - HORZ(TL):0.023 C - - Creep Factor: 2.0 Max TC CSI:0.618 Max BC CSI:0.403 Max Web CSI:0.180 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:V3 Ply: 1 Qty:1 SEQN:259825 VAL FROM: Cust: R 761 JRef:1X2O7610007 T37 DrwNo:036.21.1604.08433 AK /DF 02/05/2021 6'5" 6'5" 6'5" 0"4 3'2"1213'3"2 A B CD 6 12 3X4(D1) 2X4 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; 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 See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*76 /-/-/46 /16 /16 Wind reactions based on MWFRS D Brg Width = 77.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.03 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):0.012 C - - HORZ(TL):0.023 C - - Creep Factor: 2.0 Max TC CSI:0.618 Max BC CSI:0.403 Max Web CSI:0.180 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:V3 Ply: 1 Qty:1 SEQN:259825 VAL FROM: Cust: R 761 JRef:1X2O7610007 T37 DrwNo:036.21.1604.08433 AK /DF 02/05/2021 6'5" 6'5" 6'5" 0"4 3'2"1213'3"2 A B CD 6 12 3X4(D1) 2X4 1.5X6 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 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 F*76 /-/-/47 /17 /17 Wind reactions based on MWFRS F Brg Width = 101 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 - E 441 -265 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.011 E 999 360 VERT(CL):0.020 E 999 240 HORZ(LL):0.003 E - - HORZ(TL):0.005 E - - Creep Factor: 2.0 Max TC CSI:0.261 Max BC CSI:0.193 Max Web CSI:0.078 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:V4 Ply: 1 Qty:1 SEQN:259828 VAL FROM: Cust: R 761 JRef:1X2O7610007 T8 DrwNo:036.21.1604.11720 AK /DF 02/05/2021 8'5" 4'7"15 4'7"15 8'5" 3'9"1 4'7"15 4'7"15 8'5" 3'9"1 0"4 4'2"1212'3"2 A B C D E F 6 12 3X4(D1) 1.5X4 1.5X4 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. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*76 /-/-/47 /17 /17 Wind reactions based on MWFRS F Brg Width = 101 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 - E 441 -265 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.011 E 999 360 VERT(CL):0.020 E 999 240 HORZ(LL):0.003 E - - HORZ(TL):0.005 E - - Creep Factor: 2.0 Max TC CSI:0.261 Max BC CSI:0.193 Max Web CSI:0.078 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:V4 Ply: 1 Qty:1 SEQN:259828 VAL FROM: Cust: R 761 JRef:1X2O7610007 T8 DrwNo:036.21.1604.11720 AK /DF 02/05/2021 8'5" 4'7"15 4'7"15 8'5" 3'9"1 4'7"15 4'7"15 8'5" 3'9"1 0"4 4'2"1212'3"2 A B C D E F 6 12 3X4(D1) 1.5X4 1.5X4 1.5X4 1.5X4 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*75 /-/-/31 /9 /4 Wind reactions based on MWFRS D Brg Width = 42.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.41 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):0.003 999 360 VERT(CL):0.005 999 240 HORZ(LL):-0.001 - - HORZ(TL):0.002 - - Creep Factor: 2.0 Max TC CSI:0.050 Max BC CSI:0.074 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:V5 Ply: 1 Qty:1 SEQN:259950 VAL FROM: Cust: R 761 JRef:1X2O7610007 T82 DrwNo:036.21.1604.13483 AK /DF 02/05/2021 3'6" 1'9" 1'9" 3'6" 1'9" 3'6" 3'6" 0"410"1214'9"10 A B C D 6 12 3X4(D1) 3X4 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*75 /-/-/31 /9 /4 Wind reactions based on MWFRS D Brg Width = 42.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.41 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):0.003 999 360 VERT(CL):0.005 999 240 HORZ(LL):-0.001 - - HORZ(TL):0.002 - - Creep Factor: 2.0 Max TC CSI:0.050 Max BC CSI:0.074 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:V5 Ply: 1 Qty:1 SEQN:259950 VAL FROM: Cust: R 761 JRef:1X2O7610007 T82 DrwNo:036.21.1604.13483 AK /DF 02/05/2021 3'6" 1'9" 1'9" 3'6" 1'9" 3'6" 3'6" 0"410"1214'9"10 A B C D 6 12 3X4(D1) 3X4 3X4(D1) 02/05/2021 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 412 /-/-/280 /85 /157 D 129 /-/-/68 /-/- C 168 /-/-/97 /109 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.009 D - - HORZ(TL):0.016 D - - Creep Factor: 2.0 Max TC CSI:0.955 Max BC CSI:0.519 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:J1 Ply: 1 Qty:31 SEQN:259636 EJAC FROM: Cust: R 761 JRef:1X2O7610007 T41 DrwNo:036.21.1556.31510 AK /DF 02/05/2021 7' 7'2' 6"6 4'0"64'9"1510' 13'8"14 A B C D 6 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 412 /-/-/280 /85 /157 D 129 /-/-/68 /-/- C 168 /-/-/97 /109 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.009 D - - HORZ(TL):0.016 D - - Creep Factor: 2.0 Max TC CSI:0.955 Max BC CSI:0.519 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:J1 Ply: 1 Qty:31 SEQN:259636 EJAC FROM: Cust: R 761 JRef:1X2O7610007 T41 DrwNo:036.21.1556.31510 AK /DF 02/05/2021 7' 7'2' 6"6 4'0"64'9"1510' 13'8"14 A B C D 6 12 3X4(B1) 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 3X4(B1) except as noted. 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. 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 412 /-/-/280 /85 /157 E 123 /-/-/71 /1 /- D 154 /-/-/93 /91 /- Wind reactions based on MWFRS B Brg Width = 8.0 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 Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 579 -274 Webs Tens.Comp. H - G 251 -458 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.114 F 730 360 VERT(CL):0.187 F 442 240 HORZ(LL):0.038 G - - HORZ(TL):0.068 G - - Creep Factor: 2.0 Max TC CSI:0.686 Max BC CSI:0.468 Max Web CSI:0.102 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:J2 Ply: 1 Qty:4 SEQN:259664 EJAC FROM: Cust: R 761 JRef:1X2O7610007 T47 DrwNo:036.21.1556.37857 AK /DF 02/05/2021 1'7"1 1'7"1 2'2"12 7"11 2'8" 5"4 7' 4'4"2' 6"6 1'3'0"64'0"64'9"1510' 11' 13'8"14 A B C D E FGH 6 12 3X6 3X4 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; Plating Notes All plates are 3X4(B1) except as noted. 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. 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 412 /-/-/280 /85 /157 E 123 /-/-/71 /1 /- D 154 /-/-/93 /91 /- Wind reactions based on MWFRS B Brg Width = 8.0 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 Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 579 -274 Webs Tens.Comp. H - G 251 -458 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.114 F 730 360 VERT(CL):0.187 F 442 240 HORZ(LL):0.038 G - - HORZ(TL):0.068 G - - Creep Factor: 2.0 Max TC CSI:0.686 Max BC CSI:0.468 Max Web CSI:0.102 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:J2 Ply: 1 Qty:4 SEQN:259664 EJAC FROM: Cust: R 761 JRef:1X2O7610007 T47 DrwNo:036.21.1556.37857 AK /DF 02/05/2021 1'7"1 1'7"1 2'2"12 7"11 2'8" 5"4 7' 4'4"2' 6"6 1'3'0"64'0"64'9"1510' 11' 13'8"14 A B C D E FGH 6 12 3X6 3X4 1.5X4 02/05/2021 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. 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. 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 344 /-/-/241 /78 /120 E 74 /-/-/40 /-/- D 112 /-/-/65 /66 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.037 F 999 360 VERT(CL):0.060 F 977 240 HORZ(LL):0.018 G - - HORZ(TL):0.031 G - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.167 Max Web CSI:0.067 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:J3 Ply: 1 Qty:1 SEQN:259686 EJAC FROM: Cust: R 761 JRef:1X2O7610007 T42 DrwNo:036.21.1556.42490 AK /DF 02/05/2021 1'10"9 1'10"9 2'2"12 4"3 2'8" 5"4 4'11"8 2'3"82' 6"6 1'2'0"23'0"23'9"1110' 11' 12'8"10 A B C D E FGH 6 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; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. 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. 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 344 /-/-/241 /78 /120 E 74 /-/-/40 /-/- D 112 /-/-/65 /66 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.037 F 999 360 VERT(CL):0.060 F 977 240 HORZ(LL):0.018 G - - HORZ(TL):0.031 G - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.167 Max Web CSI:0.067 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:J3 Ply: 1 Qty:1 SEQN:259686 EJAC FROM: Cust: R 761 JRef:1X2O7610007 T42 DrwNo:036.21.1556.42490 AK /DF 02/05/2021 1'10"9 1'10"9 2'2"12 4"3 2'8" 5"4 4'11"8 2'3"82' 6"6 1'2'0"23'0"23'9"1110' 11' 12'8"10 A B C D E FGH 6 12 3X4(B1) 02/05/2021 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. 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 I 93 /-/-/68 /27 /- E 69 /-/180 /45 /4 /125 D 172 /-/180 /97 /50 /93 Wind reactions based on MWFRS I Brg Width = -Min Req =- E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.013 F 999 360 VERT(CL):0.024 F 999 240 HORZ(LL):-0.006 G - - HORZ(TL):0.011 G - - Creep Factor: 2.0 Max TC CSI:0.180 Max BC CSI:0.219 Max Web CSI:0.223 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:J3A Ply: 1 Qty:1 SEQN:259692 EJAC FROM: Cust: R 761 JRef:1X2O7610007 T45 DrwNo:036.21.1556.46590 AK /DF 02/05/2021 1'2"12 1'2"12 4' 2'9"4 1'8"8 1'8"8 4' 2'3"81"151'0"21'2'0"23'0"210' 11' 12'8"10 A B C D E FGHI 6 12 1.5X4 1.5X4 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; 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. 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 I 93 /-/-/68 /27 /- E 69 /-/180 /45 /4 /125 D 172 /-/180 /97 /50 /93 Wind reactions based on MWFRS I Brg Width = -Min Req =- E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.013 F 999 360 VERT(CL):0.024 F 999 240 HORZ(LL):-0.006 G - - HORZ(TL):0.011 G - - Creep Factor: 2.0 Max TC CSI:0.180 Max BC CSI:0.219 Max Web CSI:0.223 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:J3A Ply: 1 Qty:1 SEQN:259692 EJAC FROM: Cust: R 761 JRef:1X2O7610007 T45 DrwNo:036.21.1556.46590 AK /DF 02/05/2021 1'2"12 1'2"12 4' 2'9"4 1'8"8 1'8"8 4' 2'3"81"151'0"21'2'0"23'0"210' 11' 12'8"10 A B C D E FGHI 6 12 1.5X4 1.5X4 3X3 1.5X4(**) 1.5X4 02/05/2021 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 314 /-/-/226 /76 /103 D 72 /-/-/37 /-/- C 79 /-/-/40 /56 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.003 D - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.146 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:J5 Ply: 1 Qty:1 SEQN:259645 EJAC FROM: Cust: R 761 JRef:1X2O7610007 T75 DrwNo:036.21.1556.49703 AK /DF 02/05/2021 4' 4'2' 6"6 2'6"63'3"1513' 15'2"14 A B C D 6 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 314 /-/-/226 /76 /103 D 72 /-/-/37 /-/- C 79 /-/-/40 /56 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.003 D - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.146 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:J5 Ply: 1 Qty:1 SEQN:259645 EJAC FROM: Cust: R 761 JRef:1X2O7610007 T75 DrwNo:036.21.1556.49703 AK /DF 02/05/2021 4' 4'2' 6"6 2'6"63'3"1513' 15'2"14 A B C D 6 12 3X4(B1) 02/05/2021 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 7-0-0 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 Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (3) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 502 /-/-/-/154 /- E 314 /-/-/-/23 /- D 241 /-/-/-/115 /- Wind reactions based on MWFRS B Brg Width = 11.3 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 134 -575 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 512 -115 Chords Tens.Comp. G - F 508 -119 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 130 -555 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.027 G 999 360 VERT(CL):0.050 G 999 240 HORZ(LL):-0.010 D - - HORZ(TL):0.018 D - - Creep Factor: 2.0 Max TC CSI:0.767 Max BC CSI:0.591 Max Web CSI:0.264 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:KJ1 Ply: 1 Qty:4 SEQN:259661 HIP_ FROM: Cust: R 761 JRef:1X2O7610007 T50 DrwNo:036.21.1556.52023 AK /DF 02/05/2021 5'2"11 5'2"11 9'10"13 4'8"1 5'0"15 5'0"15 9'7"6 4'6"6 9'10"13 3"72'9"15 6"2 4'0"24'9"1110' 13'8"10 A B C D E FG 4.24 12 3X4(B1)1.5X4 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; Loading Hipjack supports 7-0-0 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 Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. Provide (3) 0.131"x3.0", min. toe-nails at top chord. Provide (3) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 502 /-/-/-/154 /- E 314 /-/-/-/23 /- D 241 /-/-/-/115 /- Wind reactions based on MWFRS B Brg Width = 11.3 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 134 -575 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 512 -115 Chords Tens.Comp. G - F 508 -119 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 130 -555 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.027 G 999 360 VERT(CL):0.050 G 999 240 HORZ(LL):-0.010 D - - HORZ(TL):0.018 D - - Creep Factor: 2.0 Max TC CSI:0.767 Max BC CSI:0.591 Max Web CSI:0.264 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:KJ1 Ply: 1 Qty:4 SEQN:259661 HIP_ FROM: Cust: R 761 JRef:1X2O7610007 T50 DrwNo:036.21.1556.52023 AK /DF 02/05/2021 5'2"11 5'2"11 9'10"13 4'8"1 5'0"15 5'0"15 9'7"6 4'6"6 9'10"13 3"72'9"15 6"2 4'0"24'9"1110' 13'8"10 A B C D E FG 4.24 12 3X4(B1)1.5X4 3X4 3X3 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. Loading Hipjack supports 7-0-0 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 ( 3 )16d- 0.162"x3.5" nails, toe nailed at BC 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 502 /-/-/-/154 /- F 450 /-/-/-/84 /- E 105 /-/-/-/54 /- Wind reactions based on MWFRS B Brg Width = 11.3 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# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 193 -766 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - J 656 -159 J - H 698 -166 Chords Tens.Comp. H - G 682 -167 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 206 -839 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.124 I 943 360 VERT(CL):0.226 I 519 240 HORZ(LL):0.033 G - - HORZ(TL):0.060 G - - Creep Factor: 2.0 Max TC CSI:0.767 Max BC CSI:0.625 Max Web CSI:0.083 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:KJ2 Ply: 1 Qty:1 SEQN:259683 HIP_ FROM: Cust: R 761 JRef:1X2O7610007 T61 DrwNo:036.21.1557.16937 AK /DF 02/05/2021 7'2"11 7'2"11 9'10"13 2'8"2 2'3"3 2'3"3 3'2"9 11"6 3'7"13 5"4 7'0"15 3'5"2 9'6"12 2'5"13 9'10"13 4"12'9"15 6"2 1'3'0"24'0"24'9"1110' 11' 13'8"10 A B C D E FGH IJK 4.24 12 3X4(B1) 3X8 1.5X4 1.5X4 2X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. Loading Hipjack supports 7-0-0 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 ( 3 )16d- 0.162"x3.5" nails, toe nailed at BC 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 502 /-/-/-/154 /- F 450 /-/-/-/84 /- E 105 /-/-/-/54 /- Wind reactions based on MWFRS B Brg Width = 11.3 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# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 193 -766 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. C - J 656 -159 J - H 698 -166 Chords Tens.Comp. H - G 682 -167 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 206 -839 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.124 I 943 360 VERT(CL):0.226 I 519 240 HORZ(LL):0.033 G - - HORZ(TL):0.060 G - - Creep Factor: 2.0 Max TC CSI:0.767 Max BC CSI:0.625 Max Web CSI:0.083 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:KJ2 Ply: 1 Qty:1 SEQN:259683 HIP_ FROM: Cust: R 761 JRef:1X2O7610007 T61 DrwNo:036.21.1557.16937 AK /DF 02/05/2021 7'2"11 7'2"11 9'10"13 2'8"2 2'3"3 2'3"3 3'2"9 11"6 3'7"13 5"4 7'0"15 3'5"2 9'6"12 2'5"13 9'10"13 4"12'9"15 6"2 1'3'0"24'0"24'9"1110' 11' 13'8"10 A B C D E FGH IJK 4.24 12 3X4(B1) 3X8 1.5X4 1.5X4 2X4 02/05/2021 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 4-11-8 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 Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. 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 364 /-/-/-/120 /- E 150 /-/-/-/18 /- D 92 /-/-/-/39 /- Wind reactions based on MWFRS B Brg Width = 11.3 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.018 G 999 360 VERT(CL):0.032 G 999 240 HORZ(LL):0.009 F - - HORZ(TL):0.015 F - - Creep Factor: 2.0 Max TC CSI:0.767 Max BC CSI:0.234 Max Web CSI:0.262 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:KJ3 Ply: 1 Qty:2 SEQN:259697 HIP_ FROM: Cust: R 761 JRef:1X2O7610007 T66 DrwNo:036.21.1557.18910 AK /DF 02/05/2021 5'2"4 5'2"4 7'0"2 1'9"15 5'5"12 5'5"12 6'8"15 1'3"3 7'0"2 3"4 2'9"15 6"2 1'1'11"142'11"143'9"710' 11' 12'8"6 A B C D E F GHI 4.24 12 3X4(B1)3X31.5X4 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; Loading Hipjack supports 4-11-8 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 Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. 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 364 /-/-/-/120 /- E 150 /-/-/-/18 /- D 92 /-/-/-/39 /- Wind reactions based on MWFRS B Brg Width = 11.3 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.018 G 999 360 VERT(CL):0.032 G 999 240 HORZ(LL):0.009 F - - HORZ(TL):0.015 F - - Creep Factor: 2.0 Max TC CSI:0.767 Max BC CSI:0.234 Max Web CSI:0.262 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:KJ3 Ply: 1 Qty:2 SEQN:259697 HIP_ FROM: Cust: R 761 JRef:1X2O7610007 T66 DrwNo:036.21.1557.18910 AK /DF 02/05/2021 5'2"4 5'2"4 7'0"2 1'9"15 5'5"12 5'5"12 6'8"15 1'3"3 7'0"2 3"4 2'9"15 6"2 1'1'11"142'11"143'9"710' 11' 12'8"6 A B C D E F GHI 4.24 12 3X4(B1)3X31.5X4 3X4 3X3 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -2.93 to 55 plf at -0.10 TC: From 2 plf at -0.10 to 2 plf at 2.39 BC: From 0 plf at -2.93 to 4 plf at -0.10 BC: From 2 plf at 0.00 to 2 plf at 2.39 TC: 65 lb Conc. Load at -2.83 TC: -7 lb Conc. Load at 1.48 BC: 29 lb Conc. Load at 1.48 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. 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 291 /-/-/-/148 /- D 33 /-17 /-/0 /6 /- C -/-94 /-/-/47 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):-0.004 D - - HORZ(TL):0.006 D - - Creep Factor: 2.0 Max TC CSI:0.694 Max BC CSI:0.166 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:KJ4 Ply: 1 Qty:2 SEQN:259941 HIP_ FROM: Cust: R 761 JRef:1X2O7610007 T87 DrwNo:036.21.1557.45080 AK /DF 02/05/2021 2'4"10 2'4"102'9"15 6"2 1'4"42'1"1310' 11'0"12 A B C D 4.24 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 0 plf at -2.93 to 55 plf at -0.10 TC: From 2 plf at -0.10 to 2 plf at 2.39 BC: From 0 plf at -2.93 to 4 plf at -0.10 BC: From 2 plf at 0.00 to 2 plf at 2.39 TC: 65 lb Conc. Load at -2.83 TC: -7 lb Conc. Load at 1.48 BC: 29 lb Conc. Load at 1.48 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. 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 291 /-/-/-/148 /- D 33 /-17 /-/0 /6 /- C -/-94 /-/-/47 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):-0.004 D - - HORZ(TL):0.006 D - - Creep Factor: 2.0 Max TC CSI:0.694 Max BC CSI:0.166 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:KJ4 Ply: 1 Qty:2 SEQN:259941 HIP_ FROM: Cust: R 761 JRef:1X2O7610007 T87 DrwNo:036.21.1557.45080 AK /DF 02/05/2021 2'4"10 2'4"102'9"15 6"2 1'4"42'1"1310' 11'0"12 A B C D 4.24 12 3X4(B1) 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 4-0-0 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 Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. 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 367 /-/-/-/128 /- D 27 /-/-/24 /-/- C 84 /-/-/-/44 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):-0.006 D - - HORZ(TL):0.011 D - - Creep Factor: 2.0 Max TC CSI:0.978 Max BC CSI:0.312 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:KJ5 Ply: 1 Qty:2 SEQN:259935 HIP_ FROM: Cust: R 761 JRef:1X2O7610007 T76 DrwNo:036.21.1557.51747 AK /DF 02/05/2021 5'7"14 5'7"142'9"15 6"2 2'6"23'3"1113' 15'2"10 A B C D 4.24 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; Loading Hipjack supports 4-0-0 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 Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. 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 367 /-/-/-/128 /- D 27 /-/-/24 /-/- C 84 /-/-/-/44 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):-0.006 D - - HORZ(TL):0.011 D - - Creep Factor: 2.0 Max TC CSI:0.978 Max BC CSI:0.312 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:KJ5 Ply: 1 Qty:2 SEQN:259935 HIP_ FROM: Cust: R 761 JRef:1X2O7610007 T76 DrwNo:036.21.1557.51747 AK /DF 02/05/2021 5'7"14 5'7"142'9"15 6"2 2'6"23'3"1113' 15'2"10 A B C D 4.24 12 3X4(B1) 02/05/2021 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 313 /-/-/258 /129 /49 D 10 /-16 /-/17 /16 /- C -/-95 /-/68 /93 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.078 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C1 Ply: 1 Qty:10 SEQN:259630 JACK FROM: Cust: R 761 JRef:1X2O7610007 T26 DrwNo:036.21.1555.38723 AK /DF 02/05/2021 1'0"7 1'0"72' 6"6 1'0"101'10"210' 10'9"2 A B C D 6 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 313 /-/-/258 /129 /49 D 10 /-16 /-/17 /16 /- C -/-95 /-/68 /93 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.078 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C1 Ply: 1 Qty:10 SEQN:259630 JACK FROM: Cust: R 761 JRef:1X2O7610007 T26 DrwNo:036.21.1555.38723 AK /DF 02/05/2021 1'0"7 1'0"72' 6"6 1'0"101'10"210' 10'9"2 A B C D 6 12 3X4(B1) 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 43 /-/-/24 /1 /18 C 19 /-/-/10 /-/- B 26 /-/-/16 /19 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.027 Max BC CSI:0.008 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C1A Ply: 1 Qty:1 SEQN:259654 JACK FROM: Cust: R 761 JRef:1X2O7610007 T83 DrwNo:036.21.1555.48960 AK /DF 02/05/2021 1'0"7 1'0"76"61'0"1010' 10'9"2 A B C 6 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 A 43 /-/-/24 /1 /18 C 19 /-/-/10 /-/- B 26 /-/-/16 /19 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.027 Max BC CSI:0.008 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C1A Ply: 1 Qty:1 SEQN:259654 JACK FROM: Cust: R 761 JRef:1X2O7610007 T83 DrwNo:036.21.1555.48960 AK /DF 02/05/2021 1'0"7 1'0"76"61'0"1010' 10'9"2 A B C 6 12 3X4(B1) 02/05/2021 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 290 /-/-/214 /76 /85 D 53 /-/-/27 /-/- C 44 /-/-/28 /37 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.002 D - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.087 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C2 Ply: 1 Qty:8 SEQN:259631 JACK FROM: Cust: R 761 JRef:1X2O7610007 T15 DrwNo:036.21.1555.58840 AK /DF 02/05/2021 3'0"7 3'0"72' 6"6 2'0"102'10"210' 11'9"2 A B C D 6 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 290 /-/-/214 /76 /85 D 53 /-/-/27 /-/- C 44 /-/-/28 /37 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.002 D - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.087 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C2 Ply: 1 Qty:8 SEQN:259631 JACK FROM: Cust: R 761 JRef:1X2O7610007 T15 DrwNo:036.21.1555.58840 AK /DF 02/05/2021 3'0"7 3'0"72' 6"6 2'0"102'10"210' 11'9"2 A B C D 6 12 3X4(B1) 02/05/2021 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 346 /-/-/243 /78 /122 D 92 /-/-/48 /-/- C 112 /-/-/61 /75 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.622 Max BC CSI:0.249 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C3 Ply: 1 Qty:4 SEQN:259632 JACK FROM: Cust: R 761 JRef:1X2O7610007 T14 DrwNo:036.21.1556.02010 AK /DF 02/05/2021 5'0"7 5'0"72' 6"6 3'0"103'10"210' 12'9"2 A B C D 6 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 346 /-/-/243 /78 /122 D 92 /-/-/48 /-/- C 112 /-/-/61 /75 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.622 Max BC CSI:0.249 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C3 Ply: 1 Qty:4 SEQN:259632 JACK FROM: Cust: R 761 JRef:1X2O7610007 T14 DrwNo:036.21.1556.02010 AK /DF 02/05/2021 5'0"7 5'0"72' 6"6 3'0"103'10"210' 12'9"2 A B C D 6 12 3X4(B1) 02/05/2021 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 313 /-/-/258 /129 /49 D 10 /-16 /-/17 /16 /- C -/-95 /-/68 /93 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.078 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C4 Ply: 1 Qty:10 SEQN:259633 JACK FROM: Cust: R 761 JRef:1X2O7610007 T13 DrwNo:036.21.1556.05833 AK /DF 02/05/2021 1'0"7 1'0"72' 6"6 1'0"101'10"210' 10'9"2 A B C D 6 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 313 /-/-/258 /129 /49 D 10 /-16 /-/17 /16 /- C -/-95 /-/68 /93 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.078 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C4 Ply: 1 Qty:10 SEQN:259633 JACK FROM: Cust: R 761 JRef:1X2O7610007 T13 DrwNo:036.21.1556.05833 AK /DF 02/05/2021 1'0"7 1'0"72' 6"6 1'0"101'10"210' 10'9"2 A B C D 6 12 3X4(B1) 02/05/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 43 /-/-/24 /1 /18 C 19 /-/-/10 /-/- B 26 /-/-/16 /19 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.027 Max BC CSI:0.008 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C4A Ply: 1 Qty:1 SEQN:259938 JACK FROM: Cust: R 761 JRef:1X2O7610007 T80 DrwNo:036.21.1556.07593 AK /DF 02/05/2021 1'0"7 1'0"76"61'0"1010' 10'9"2 A B C 6 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 A 43 /-/-/24 /1 /18 C 19 /-/-/10 /-/- B 26 /-/-/16 /19 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req =1.5 C Brg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.027 Max BC CSI:0.008 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C4A Ply: 1 Qty:1 SEQN:259938 JACK FROM: Cust: R 761 JRef:1X2O7610007 T80 DrwNo:036.21.1556.07593 AK /DF 02/05/2021 1'0"7 1'0"76"61'0"1010' 10'9"2 A B C 6 12 3X4(B1) 02/05/2021 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 290 /-/-/214 /76 /85 D 53 /-/-/27 /-/- C 44 /-/-/28 /37 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.002 D - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.087 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C5 Ply: 1 Qty:8 SEQN:259634 JACK FROM: Cust: R 761 JRef:1X2O7610007 T12 DrwNo:036.21.1556.09370 AK /DF 02/05/2021 3'0"7 3'0"72' 6"6 2'0"102'10"210' 11'9"2 A B C D 6 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 290 /-/-/214 /76 /85 D 53 /-/-/27 /-/- C 44 /-/-/28 /37 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.002 D - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.087 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C5 Ply: 1 Qty:8 SEQN:259634 JACK FROM: Cust: R 761 JRef:1X2O7610007 T12 DrwNo:036.21.1556.09370 AK /DF 02/05/2021 3'0"7 3'0"72' 6"6 2'0"102'10"210' 11'9"2 A B C D 6 12 3X4(B1) 02/05/2021 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 346 /-/-/243 /78 /122 D 92 /-/-/48 /-/- C 112 /-/-/61 /75 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.622 Max BC CSI:0.249 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C6 Ply: 1 Qty:4 SEQN:259635 JACK FROM: Cust: R 761 JRef:1X2O7610007 T11 DrwNo:036.21.1556.11200 AK /DF 02/05/2021 5'0"7 5'0"72' 6"6 3'0"103'10"210' 12'9"2 A B C D 6 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 346 /-/-/243 /78 /122 D 92 /-/-/48 /-/- C 112 /-/-/61 /75 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.622 Max BC CSI:0.249 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C6 Ply: 1 Qty:4 SEQN:259635 JACK FROM: Cust: R 761 JRef:1X2O7610007 T11 DrwNo:036.21.1556.11200 AK /DF 02/05/2021 5'0"7 5'0"72' 6"6 3'0"103'10"210' 12'9"2 A B C D 6 12 3X4(B1) 02/05/2021 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. 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. 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 290 /-/-/214 /76 /85 E 36 /-/-/20 /4 /- D 50 /-/-/28 /30 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.005 G 999 360 VERT(CL):0.009 G 999 240 HORZ(LL):0.004 G - - HORZ(TL):0.006 G - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.088 Max Web CSI:0.023 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C7 Ply: 1 Qty:1 SEQN:259667 JACK FROM: Cust: R 761 JRef:1X2O7610007 T57 DrwNo:036.21.1556.17513 AK /DF 02/05/2021 1'10"9 1'10"9 3'0"7 1'1"14 2'8" 2'8" 3'0"7 4"72' 6"6 1'1'0"102'0"102'10"210' 11' 11'9"2 A B C D EFGH 6 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; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. 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. 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 290 /-/-/214 /76 /85 E 36 /-/-/20 /4 /- D 50 /-/-/28 /30 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.005 G 999 360 VERT(CL):0.009 G 999 240 HORZ(LL):0.004 G - - HORZ(TL):0.006 G - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.088 Max Web CSI:0.023 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C7 Ply: 1 Qty:1 SEQN:259667 JACK FROM: Cust: R 761 JRef:1X2O7610007 T57 DrwNo:036.21.1556.17513 AK /DF 02/05/2021 1'10"9 1'10"9 3'0"7 1'1"14 2'8" 2'8" 3'0"7 4"72' 6"6 1'1'0"102'0"102'10"210' 11' 11'9"2 A B C D EFGH 6 12 3X4(B1) 02/05/2021 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. 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. 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 346 /-/-/243 /78 /122 E 75 /-/-/41 /-/- D 114 /-/-/67 /67 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.040 F 999 360 VERT(CL):0.064 F 933 240 HORZ(LL):0.019 G - - HORZ(TL):0.033 G - - Creep Factor: 2.0 Max TC CSI:0.571 Max BC CSI:0.175 Max Web CSI:0.070 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C8 Ply: 1 Qty:1 SEQN:259673 JACK FROM: Cust: R 761 JRef:1X2O7610007 T58 DrwNo:036.21.1556.24720 AK /DF 02/05/2021 1'10"9 1'10"9 2'2"12 4"3 2'8" 5"4 5'0"7 2'4"72' 6"6 1'2'0"103'0"103'10"210' 11' 12'9"2 A B C D E FGH 6 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; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. 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. 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 346 /-/-/243 /78 /122 E 75 /-/-/41 /-/- D 114 /-/-/67 /67 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.040 F 999 360 VERT(CL):0.064 F 933 240 HORZ(LL):0.019 G - - HORZ(TL):0.033 G - - Creep Factor: 2.0 Max TC CSI:0.571 Max BC CSI:0.175 Max Web CSI:0.070 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C8 Ply: 1 Qty:1 SEQN:259673 JACK FROM: Cust: R 761 JRef:1X2O7610007 T58 DrwNo:036.21.1556.24720 AK /DF 02/05/2021 1'10"9 1'10"9 2'2"12 4"3 2'8" 5"4 5'0"7 2'4"72' 6"6 1'2'0"103'0"103'10"210' 11' 12'9"2 A B C D E FGH 6 12 3X4(B1) 02/05/2021 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. 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. 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 290 /-/-/214 /76 /85 E 36 /-/-/20 /4 /- D 50 /-/-/28 /30 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.005 G 999 360 VERT(CL):0.009 G 999 240 HORZ(LL):0.004 G - - HORZ(TL):0.006 G - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.088 Max Web CSI:0.023 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C9 Ply: 1 Qty:1 SEQN:259670 JACK FROM: Cust: R 761 JRef:1X2O7610007 T55 DrwNo:036.21.1556.28863 AK /DF 02/05/2021 1'10"9 1'10"9 3'0"7 1'1"14 2'8" 2'8" 3'0"7 4"72' 6"6 1'1'0"102'0"102'10"210' 11' 11'9"2 A B C D EFGH 6 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; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. 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. 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 290 /-/-/214 /76 /85 E 36 /-/-/20 /4 /- D 50 /-/-/28 /30 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.005 G 999 360 VERT(CL):0.009 G 999 240 HORZ(LL):0.004 G - - HORZ(TL):0.006 G - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.088 Max Web CSI:0.023 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C9 Ply: 1 Qty:1 SEQN:259670 JACK FROM: Cust: R 761 JRef:1X2O7610007 T55 DrwNo:036.21.1556.28863 AK /DF 02/05/2021 1'10"9 1'10"9 3'0"7 1'1"14 2'8" 2'8" 3'0"7 4"72' 6"6 1'1'0"102'0"102'10"210' 11' 11'9"2 A B C D EFGH 6 12 3X4(B1) 02/05/2021 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. 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. 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 346 /-/-/243 /78 /122 E 75 /-/-/41 /-/- D 114 /-/-/67 /67 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.040 F 999 360 VERT(CL):0.064 F 933 240 HORZ(LL):0.019 G - - HORZ(TL):0.033 G - - Creep Factor: 2.0 Max TC CSI:0.571 Max BC CSI:0.175 Max Web CSI:0.070 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C10 Ply: 1 Qty:1 SEQN:259676 JACK FROM: Cust: R 761 JRef:1X2O7610007 T60 DrwNo:036.21.1555.47170 AK /DF 02/05/2021 1'10"9 1'10"9 2'2"12 4"3 2'8" 5"4 5'0"7 2'4"72' 6"6 1'2'0"103'0"103'10"210' 11' 12'9"2 A B C D E FGH 6 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; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. 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. 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 346 /-/-/243 /78 /122 E 75 /-/-/41 /-/- D 114 /-/-/67 /67 /- Wind reactions based on MWFRS B Brg Width = 8.0 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:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean 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):0.040 F 999 360 VERT(CL):0.064 F 933 240 HORZ(LL):0.019 G - - HORZ(TL):0.033 G - - Creep Factor: 2.0 Max TC CSI:0.571 Max BC CSI:0.175 Max Web CSI:0.070 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:C10 Ply: 1 Qty:1 SEQN:259676 JACK FROM: Cust: R 761 JRef:1X2O7610007 T60 DrwNo:036.21.1555.47170 AK /DF 02/05/2021 1'10"9 1'10"9 2'2"12 4"3 2'8" 5"4 5'0"7 2'4"72' 6"6 1'2'0"103'0"103'10"210' 11' 12'9"2 A B C D E FGH 6 12 3X4(B1) 02/05/2021 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; Plating Notes All plates are 2X4(A1) except as noted. 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. Refer to DWG PB160160118 for piggyback details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*72 /-/-/44 /28 /8 Wind reactions based on MWFRS B Brg Width = 42.3 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.39 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):0.000 C 999 360 VERT(CL):0.001 C 999 240 HORZ(LL):-0.000 - - HORZ(TL):0.000 - - Creep Factor: 2.0 Max TC CSI:0.019 Max BC CSI:0.030 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:P1 Ply: 1 Qty:7 SEQN:259973 GABL FROM: Cust: R 761 JRef:1X2O7610007 T35 DrwNo:036.21.1557.54097 AK /DF 02/05/2021 3'6"6 1'9"3 1'9"3 3'6"6 1'9"3 3'6"6 3'6"63"8 3"8 4"31'2"121'4"420'1"2A B C D E 6 12 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; Plating Notes All plates are 2X4(A1) except as noted. 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. Refer to DWG PB160160118 for piggyback details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*72 /-/-/44 /28 /8 Wind reactions based on MWFRS B Brg Width = 42.3 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.39 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):0.000 C 999 360 VERT(CL):0.001 C 999 240 HORZ(LL):-0.000 - - HORZ(TL):0.000 - - Creep Factor: 2.0 Max TC CSI:0.019 Max BC CSI:0.030 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:P1 Ply: 1 Qty:7 SEQN:259973 GABL FROM: Cust: R 761 JRef:1X2O7610007 T35 DrwNo:036.21.1557.54097 AK /DF 02/05/2021 3'6"6 1'9"3 1'9"3 3'6"6 1'9"3 3'6"6 3'6"63"8 3"8 4"31'2"121'4"420'1"2A B C D E 6 12 3X4 02/05/2021 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; Plating Notes All plates are 2X4(A1) 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 See DWGS VALTN160118 and VAL180160118 for valley details. Refer to DWG PB160160118 for piggyback details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*72 /-/-/40 /38 /7 Wind reactions based on MWFRS B Brg Width = 42.3 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 20.60 ft TCDL: 4.0 psf BCDL: 2.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 D 999 360 VERT(CL):0.001 D 999 240 HORZ(LL):-0.000 - - HORZ(TL):0.000 - - Creep Factor: 2.0 Max TC CSI:0.041 Max BC CSI:0.030 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:P2 Ply: 1 Qty:1 SEQN:259976 GABL FROM: Cust: R 761 JRef:1X2O7610007 T39 DrwNo:036.21.1557.56220 AK /DF 02/05/2021 3'6"6 1'0"11 1'0"11 2'5"11 1'5" 3'6"6 1'0"11 3'6"6 3'6"63"8 3"8 4"310"81'20'1"2A B C D E F 6 12 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; Plating Notes All plates are 2X4(A1) 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 See DWGS VALTN160118 and VAL180160118 for valley details. Refer to DWG PB160160118 for piggyback details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*72 /-/-/40 /38 /7 Wind reactions based on MWFRS B Brg Width = 42.3 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 20.60 ft TCDL: 4.0 psf BCDL: 2.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 D 999 360 VERT(CL):0.001 D 999 240 HORZ(LL):-0.000 - - HORZ(TL):0.000 - - Creep Factor: 2.0 Max TC CSI:0.041 Max BC CSI:0.030 Max Web CSI:0.000 VIEW Ver: 20.02.01A.1209.11 Job Number:21-0060 /A GREAT HOME / /OLIVA MODEL G-LEFT Truss Label:P2 Ply: 1 Qty:1 SEQN:259976 GABL FROM: Cust: R 761 JRef:1X2O7610007 T39 DrwNo:036.21.1557.56220 AK /DF 02/05/2021 3'6"6 1'0"11 1'0"11 2'5"11 1'5" 3'6"6 1'0"11 3'6"6 3'6"63"8 3"8 4"310"81'20'1"2A B C D E F 6 12 3X4 3X4 02/05/2021 COA #0 278 514 Earth City Expressway Suite 242 Earth City, MO 63045 02/05/2021COA #0 278 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 02/05/2021COA #0 278 514 Earth City Expressway Suite 242 Earth City, MO 63045 02/05/2021COA #0 278 514 Earth City Expressway Suite 242 Earth City, MO 63045 02/05/2021COA #0 278 514 Earth City Expressway Suite 242 Earth City, MO 63045 02/05/2021COA #0 278 514 Earth City Expressway Suite 242 Earth City, MO 63045 02/05/2021COA #0 278