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Home My WebLink AboutAPPROVED TRUSSCUT(1)Alpine, 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: 21-0651 Job Description: /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Address: TBD PINETREE DRIVE, FORT PIERCE, FL Job Engineering Criteria: Design Code: FBC 7th Ed. 2020 Res IntelliVIEW Version: 20.02.00A through 20.02.01A JRef #: 1X707610001 Wind Standard: ASCE 7-16 Wind Speed (mph): 170 Design Loading (psf): 37.00 Building Type: Closed This package contains general notes pages, 73 truss drawing(s) and 2 detail(s). Item Drawing Number Truss Item Drawing Number Truss 1 193.21.0723.01937 T1 2 193.21.0911.47210 T2 3 193.21.0723.05859 T3 4 193.21.0723.06719 T4 5 193.21.0723.05547 T5 6 193.21.0723.05718 T6 7 193.21.0723.05079 T7 8 193.21.0723.05001 T8 9 193.21.0723.06391 T9 10 193.21.0723.05937 T10 11 193.21.0723.05750 T11 12 193.21.0723.05531 T12 13 193.21.0911.59990 T13 14 193.21.0723.05329 T14 15 193.21.0723.05015 T15 16 193.21.0723.05984 T16 17 193.21.0723.06703 T17 18 193.21.0723.05298 T18 19 193.21.0723.06126 T19 20 193.21.0723.05704 T20 21 193.21.0723.05921 T21 22 193.21.0723.06328 T22 23 193.21.0723.06390 T23 24 193.21.0723.06125 T24 25 193.21.0723.06406 T25 26 193.21.0723.05360 T26 27 193.21.0723.05018 T27 28 193.21.0723.05593 T28 29 193.21.0723.05017 T29 30 193.21.0723.05657 T29A 31 193.21.0723.05437 T30 32 193.21.0723.05954 T31 33 193.21.0723.06031 T32 34 193.21.0723.06609 T33 35 193.21.0723.05002 T34 36 193.21.0723.05546 T35 37 193.21.0723.05406 T36 38 193.21.0723.05078 T37 39 193.21.0723.06218 T38 40 193.21.0912.30177 T38TR 41 193.21.0723.05485 T39 42 193.21.0912.36510 T39TR 43 193.21.0723.06501 T40 44 193.21.0723.06360 T41 45 193.21.0723.06516 T42 46 193.21.0723.01610 T43 47 193.21.0723.06625 T44 48 193.21.0723.06563 T45 49 193.21.0723.06187 J1 50 193.21.0723.06593 J1HA 51 193.21.0723.06313 J1HB 52 193.21.0723.01627 J2 Florida Certificate of Product Approval #FL1999 Printed 7/12/2021 9:48:47 AM 07/12/2021 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: 21-0651 Job Description: /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Address: TBD PINETREE DRIVE, FORT PIERCE, FL Item Drawing Number Truss Item Drawing Number Truss 53 193.21.0723.01985 J3 54 193.21.0723.01657 J3A 55 193.21.0723.01687 J4 56 193.21.0723.01922 J5 57 193.21.0723.01626 J6 58 193.21.0723.05359 J7 59 193.21.0723.05860 K1 60 193.21.0723.06532 K2 61 193.21.0723.06203 K3 62 193.21.0723.06330 K4 63 193.21.0723.05671 K5 64 193.21.0723.05579 K6 65 193.21.0723.05843 K7 66 193.21.0723.06140 C1 67 193.21.0723.05812 C1C 68 193.21.0723.01954 C2 69 193.21.0723.01671 C3 70 193.21.0723.05297 C4 71 193.21.0723.06578 C5 72 193.21.0723.06093 C5A 73 193.21.0723.01703 C6 74 A18015ENC160118 75 BRCLBSUB0119 Florida Certificate of Product Approval #FL1999 Printed 7/12/2021 9:48:47 AM 07/12/2021 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 #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 2.59 TC: From 28 plf at 2.59 to 28 plf at 9.87 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.62 BC: From 10 plf at 2.62 to 10 plf at 9.87 TC: 97 lb Conc. Load at 2.62 TC: 51 lb Conc. Load at 4.65, 6.65 TC: 63 lb Conc. Load at 8.65 BC: 63 lb Conc. Load at 2.62 BC: 42 lb Conc. Load at 4.65, 6.65 BC: 47 lb Conc. Load at 8.65 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. Additional Notes 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 417 /-/-/-/265 /- H 679 /-/-/-/404 /- G -/-128 /-/63 /-/- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 G Brg Width = 1.5 Min Req =- 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 346 -582 C - D 223 -384 Chords Tens.Comp. D - E 223 -384 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 514 -297 Chords Tens.Comp. J - I 525 -293 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - E 607 -343 Webs Tens.Comp. E - H 314 -432 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.009 J 999 360 VERT(CL):0.016 J 999 240 HORZ(LL):0.002 C - - HORZ(TL):0.004 C - - Creep Factor: 2.0 Max TC CSI:0.167 Max BC CSI:0.168 Max Web CSI:0.137 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T1 Ply: 1 Qty:1 SEQN:176029 /HIPM FROM: Cust: R 761 JRef:1X707610001 T31 / DrwNo:193.21.0723.01937 JB /WHK 07/12/2021 7'9"6 2'7"1 2'7"1 5'3"1 2'8" 7'7"10 2'4"8 9'10"8 2'2"14 2'8"13 2'8"13 5'3"1 2'6"4 7'11"2 2'8" 9'10"8 1'11"61' 4"1 1'5"1'9"128'1"A B C D E F GHIJ 5 12 2X4(A1) 4X7 1.5X4 1.5X4 3X8 3X4 3X4 3X3 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 2.59 TC: From 28 plf at 2.59 to 28 plf at 9.87 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.62 BC: From 10 plf at 2.62 to 10 plf at 9.87 TC: 97 lb Conc. Load at 2.62 TC: 51 lb Conc. Load at 4.65, 6.65 TC: 63 lb Conc. Load at 8.65 BC: 63 lb Conc. Load at 2.62 BC: 42 lb Conc. Load at 4.65, 6.65 BC: 47 lb Conc. Load at 8.65 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. Additional Notes 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 417 /-/-/-/265 /- H 679 /-/-/-/404 /- G -/-128 /-/63 /-/- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 G Brg Width = 1.5 Min Req =- 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 346 -582 C - D 223 -384 Chords Tens.Comp. D - E 223 -384 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 514 -297 Chords Tens.Comp. J - I 525 -293 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - E 607 -343 Webs Tens.Comp. E - H 314 -432 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.009 J 999 360 VERT(CL):0.016 J 999 240 HORZ(LL):0.002 C - - HORZ(TL):0.004 C - - Creep Factor: 2.0 Max TC CSI:0.167 Max BC CSI:0.168 Max Web CSI:0.137 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T1 Ply: 1 Qty:1 SEQN:176029 /HIPM FROM: Cust: R 761 JRef:1X707610001 T31 / DrwNo:193.21.0723.01937 JB /WHK 07/12/2021 7'9"6 2'7"1 2'7"1 5'3"1 2'8" 7'7"10 2'4"8 9'10"8 2'2"14 2'8"13 2'8"13 5'3"1 2'6"4 7'11"2 2'8" 9'10"8 1'11"61' 4"1 1'5"1'9"128'1"A B C D E F GHIJ 5 12 2X4(A1) 4X7 1.5X4 1.5X4 3X8 3X4 3X4 3X3 1.5X4 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 353 /-/-/263 /194 /135 F 418 /-/-/213 /346 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 F Brg Width = 3.5 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.008 G 999 360 VERT(CL):0.011 G 999 240 HORZ(LL):-0.004 G - - HORZ(TL):0.006 G - - Creep Factor: 2.0 Max TC CSI:0.255 Max BC CSI:0.200 Max Web CSI:0.071 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T2 Ply: 1 Qty:1 SEQN:179619 HIPM FROM: Cust: R 761 JRef:1X707610001 T6 DrwNo:193.21.0911.47210 JB /WHK 07/12/2021 7'11"2 4'7"1 4'7"1 7'11"2 3'4"1 4'8"13 4'8"13 7'11"2 3'2"51'1'11"6 4"1 2'3"2'7"128'1"A B C D E FG 5 12 2X4(A1) 4X7 1.5X4 1.5X4 6X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; 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 353 /-/-/263 /194 /135 F 418 /-/-/213 /346 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 F Brg Width = 3.5 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.008 G 999 360 VERT(CL):0.011 G 999 240 HORZ(LL):-0.004 G - - HORZ(TL):0.006 G - - Creep Factor: 2.0 Max TC CSI:0.255 Max BC CSI:0.200 Max Web CSI:0.071 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T2 Ply: 1 Qty:1 SEQN:179619 HIPM FROM: Cust: R 761 JRef:1X707610001 T6 DrwNo:193.21.0911.47210 JB /WHK 07/12/2021 7'11"2 4'7"1 4'7"1 7'11"2 3'4"1 4'8"13 4'8"13 7'11"2 3'2"51'1'11"6 4"1 2'3"2'7"128'1"A B C D E FG 5 12 2X4(A1) 4X7 1.5X4 1.5X4 6X6 07/12/2021 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; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 9.87 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 9.87 BC: 1156 lb Conc. Load at 8.65 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 384 /-/-/-/246 /- G 1019 /-/-/-/436 /- F 557 /-/-/-/251 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 G Brg Width = 3.5 Min Req =1.5 F Brg Width = -Min Req =- Bearings B & G are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.020 H 999 360 VERT(CL):0.037 H 999 240 HORZ(LL):-0.010 H - - HORZ(TL):0.019 H - - Creep Factor: 2.0 Max TC CSI:0.620 Max BC CSI:0.483 Max Web CSI:0.066 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T3 Ply: 1 Qty:1 SEQN:176193 /HIPM FROM: Cust: R 761 JRef:1X707610001 T16 / DrwNo:193.21.0723.05859 SSB /WHK 07/12/2021 B2 7'9"6 2'1"2 6'7"1 6'7"1 7'9"6 1'2"5 9'10"8 2'1"2 6'8"13 6'8"13 7'11"2 1'2"5 9'10"8 1'11"61' 4"1 3'1"3'5"128'1"A B C D E FGH 5 12 2X4(A1) 4X7 1.5X4 1.5X4 7X10 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 2x6 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 9.87 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 9.87 BC: 1156 lb Conc. Load at 8.65 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 384 /-/-/-/246 /- G 1019 /-/-/-/436 /- F 557 /-/-/-/251 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 G Brg Width = 3.5 Min Req =1.5 F Brg Width = -Min Req =- Bearings B & G are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.020 H 999 360 VERT(CL):0.037 H 999 240 HORZ(LL):-0.010 H - - HORZ(TL):0.019 H - - Creep Factor: 2.0 Max TC CSI:0.620 Max BC CSI:0.483 Max Web CSI:0.066 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T3 Ply: 1 Qty:1 SEQN:176193 /HIPM FROM: Cust: R 761 JRef:1X707610001 T16 / DrwNo:193.21.0723.05859 SSB /WHK 07/12/2021 B2 7'9"6 2'1"2 6'7"1 6'7"1 7'9"6 1'2"5 9'10"8 2'1"2 6'8"13 6'8"13 7'11"2 1'2"5 9'10"8 1'11"61' 4"1 3'1"3'5"128'1"A B C D E FGH 5 12 2X4(A1) 4X7 1.5X4 1.5X4 7X10 3X3 1.5X6 07/12/2021 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 2700f-2.2E; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 4.67 BC: From 10 plf at 0.00 to 10 plf at 4.67 BC: 811 lb Conc. Load at 1.94 BC: 113 lb Conc. Load at 3.64 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C 633 /-/-/-/393 /- B 595 /-/-/-/359 /- Wind reactions based on MWFRS C Brg Width = -Min Req =- B Brg Width = 7.6 Min Req =1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.034 C 999 360 VERT(CL):0.061 C 894 240 HORZ(LL):0.018 C - - HORZ(TL):0.032 C - - Creep Factor: 2.0 Max TC CSI:0.747 Max BC CSI:0.911 Max Web CSI:0.158 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T4 Ply: 1 Qty:1 SEQN:176020 /SPEC FROM: Cust: R 761 JRef:1X707610001 T55 / DrwNo:193.21.0723.06719 SSB /WHK 07/12/2021 4'8" 4'8" 4'8"2'3"64"1 8'1" A B C 5 121.5X4 1.5X4 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 2700f-2.2E; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 4.67 BC: From 10 plf at 0.00 to 10 plf at 4.67 BC: 811 lb Conc. Load at 1.94 BC: 113 lb Conc. Load at 3.64 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C 633 /-/-/-/393 /- B 595 /-/-/-/359 /- Wind reactions based on MWFRS C Brg Width = -Min Req =- B Brg Width = 7.6 Min Req =1.5 Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.034 C 999 360 VERT(CL):0.061 C 894 240 HORZ(LL):0.018 C - - HORZ(TL):0.032 C - - Creep Factor: 2.0 Max TC CSI:0.747 Max BC CSI:0.911 Max Web CSI:0.158 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T4 Ply: 1 Qty:1 SEQN:176020 /SPEC FROM: Cust: R 761 JRef:1X707610001 T55 / DrwNo:193.21.0723.06719 SSB /WHK 07/12/2021 4'8" 4'8" 4'8"2'3"64"1 8'1" A B C 5 121.5X4 1.5X4 2X4(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 4.67 TC: From 28 plf at 4.67 to 28 plf at 6.00 TC: From 55 plf at 6.00 to 55 plf at 10.67 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.70 BC: From 10 plf at 4.70 to 10 plf at 5.97 BC: From 20 plf at 5.97 to 20 plf at 10.67 TC: 280 lb Conc. Load at 4.70, 5.97 BC: 161 lb Conc. Load at 4.70, 5.97 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. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 881 /-/-/-/541 /- E 811 /-/-/-/479 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 E Brg Width = -Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 976 -1607 C - D 851 -1509 Chords Tens.Comp. D - E 980 -1611 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1440 -858 Chords Tens.Comp. F - E 1446 -864 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.034 F 999 360 VERT(CL):0.063 F 999 240 HORZ(LL):0.013 F - - HORZ(TL):0.023 F - - Creep Factor: 2.0 Max TC CSI:0.304 Max BC CSI:0.529 Max Web CSI:0.049 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T5 Ply: 1 Qty:1 SEQN:176017 /HIPS FROM: Cust: R 761 JRef:1X707610001 T45 / DrwNo:193.21.0723.05547 SSB /WHK 07/12/2021 10'8" 4'8" 4'8" 6' 1'4" 10'8" 4'8" 5'4" 5'4" 10'8" 5'4"1' 4"12'3"62'8"28'1"A B C D E F 5 12 3X4(A1) 5X5 5X5 5X5 2X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 4.67 TC: From 28 plf at 4.67 to 28 plf at 6.00 TC: From 55 plf at 6.00 to 55 plf at 10.67 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.70 BC: From 10 plf at 4.70 to 10 plf at 5.97 BC: From 20 plf at 5.97 to 20 plf at 10.67 TC: 280 lb Conc. Load at 4.70, 5.97 BC: 161 lb Conc. Load at 4.70, 5.97 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. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 881 /-/-/-/541 /- E 811 /-/-/-/479 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 E Brg Width = -Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 976 -1607 C - D 851 -1509 Chords Tens.Comp. D - E 980 -1611 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1440 -858 Chords Tens.Comp. F - E 1446 -864 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.034 F 999 360 VERT(CL):0.063 F 999 240 HORZ(LL):0.013 F - - HORZ(TL):0.023 F - - Creep Factor: 2.0 Max TC CSI:0.304 Max BC CSI:0.529 Max Web CSI:0.049 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T5 Ply: 1 Qty:1 SEQN:176017 /HIPS FROM: Cust: R 761 JRef:1X707610001 T45 / DrwNo:193.21.0723.05547 SSB /WHK 07/12/2021 10'8" 4'8" 4'8" 6' 1'4" 10'8" 4'8" 5'4" 5'4" 10'8" 5'4"1' 4"12'3"62'8"28'1"A B C D E F 5 12 3X4(A1) 5X5 5X5 5X5 2X5(A1) 07/12/2021 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 2250f-1.9E; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 28 plf at 0.00 to 28 plf at 5.06 TC: From 73 plf at 5.06 to 73 plf at 18.94 TC: From 100 plf at 18.94 to 100 plf at 24.24 TC: From 55 plf at 24.24 to 55 plf at 30.67 BC: From 10 plf at 0.00 to 10 plf at 18.94 BC: From 20 plf at 18.94 to 20 plf at 29.67 BC: From 4 plf at 29.67 to 4 plf at 30.67 TC: 99 lb Conc. Load at 1.06 TC: 70 lb Conc. Load at 3.06 TC: 109 lb Conc. Load at 5.06 PLT: 109 lb Conc. Load at ( 7.06,10.33), (9.06,10.33) (11.06,10.33), (13.06,10.33), (15.06,10.33), (17.06,10.33) BC: 80 lb Conc. Load at 1.06 BC: 91 lb Conc. Load at 3.06 BC: 82 lb Conc. Load at 5.06, 7.06, 9.06,11.06 13.06,15.06,17.06 BC: 633 lb Conc. Load at 18.94 Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. 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 2452 /-/-/-/1460 /- Q 2299 /-/-/-/1448 /- Wind reactions based on MWFRS A Brg Width = 3.6 Min Req =2.0 Q Brg Width = 7.6 Min Req =1.9 Bearings A & Q are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 3042 -5042 B - C 2182 -3535 C - D 2107 -3464 D - E 2066 -3414 E - F 2125 -3483 F - G 2131 -3490 G - H 2100 -3456 H - I 2066 -3408 Chords Tens.Comp. I - J 2067 -3409 J - K 2099 -3455 K - L 2128 -3487 L - M 2128 -3486 M - N 2087 -3444 N - O 2121 -3480 O - P 2166 -3521 P - Q 3189 -5075 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - W 4552 -2736 W -V 4557 -2729 V - U 5132 -3067 Chords Tens.Comp. U - T 5497 -3476 T - S 4630 -2890 S - Q 4634 -2900 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - X 1103 -1942 B - V 621 -338 X - Y 1107 -1945 Y - Z 1106 -1944 Z -AA 1114 -1952 AA- U 1111 -1880 I -AE 2252 -1294 U -AI 1552 -2273 Webs Tens.Comp. AE- U 1974 -1071 AI- T 504 -179 AI-AJ 1558 -2364 T - P 985 -643 AJ-AK 1551 -2357 AK-AL 1549 -2355 AL- P 1544 -2349 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.313 N 999 360 VERT(CL):0.543 N 649 240 HORZ(LL):0.101 S - - HORZ(TL):0.175 S - - Creep Factor: 2.0 Max TC CSI:0.773 Max BC CSI:0.943 Max Web CSI:0.955 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T6 Ply: 1 Qty:1 SEQN:176100 /HIPS FROM: Cust: R 761 JRef:1X707610001 T7 / DrwNo:193.21.0723.05718 SSB /WHK 07/12/2021 T1 1'8"63"8 4'9"10 1'11"1410'3"5 29'8" 6'8"1'4" (TYP) 4'4"11 4'4"11 14'8" 10'3"5 24'11"5 10'3"5 29'8" 4'8"11 4'5"12 4'5"12 9'5"2 4'11"6 14'8" 5'2"14 19'10"14 5'2"14 24'10"4 4'11"6 29'8" 4'9"12 1' 5"12 4"1 14'9"12 9'10"12 4'11"86'7"16'11"13(a) 8'1" A B C D E F G H I J K L M N O P Q R STUVW X Y Z AA AE AI AJ AK AL 5 12 5X8(B3) 5X10 H05104X4 5X5 8X85X8 4X5H0510 6X10 4X8(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 28 plf at 0.00 to 28 plf at 5.06 TC: From 73 plf at 5.06 to 73 plf at 18.94 TC: From 100 plf at 18.94 to 100 plf at 24.24 TC: From 55 plf at 24.24 to 55 plf at 30.67 BC: From 10 plf at 0.00 to 10 plf at 18.94 BC: From 20 plf at 18.94 to 20 plf at 29.67 BC: From 4 plf at 29.67 to 4 plf at 30.67 TC: 99 lb Conc. Load at 1.06 TC: 70 lb Conc. Load at 3.06 TC: 109 lb Conc. Load at 5.06 PLT: 109 lb Conc. Load at ( 7.06,10.33), (9.06,10.33) (11.06,10.33), (13.06,10.33), (15.06,10.33), (17.06,10.33) BC: 80 lb Conc. Load at 1.06 BC: 91 lb Conc. Load at 3.06 BC: 82 lb Conc. Load at 5.06, 7.06, 9.06,11.06 13.06,15.06,17.06 BC: 633 lb Conc. Load at 18.94 Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. 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 2452 /-/-/-/1460 /- Q 2299 /-/-/-/1448 /- Wind reactions based on MWFRS A Brg Width = 3.6 Min Req =2.0 Q Brg Width = 7.6 Min Req =1.9 Bearings A & Q are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 3042 -5042 B - C 2182 -3535 C - D 2107 -3464 D - E 2066 -3414 E - F 2125 -3483 F - G 2131 -3490 G - H 2100 -3456 H - I 2066 -3408 Chords Tens.Comp. I - J 2067 -3409 J - K 2099 -3455 K - L 2128 -3487 L - M 2128 -3486 M - N 2087 -3444 N - O 2121 -3480 O - P 2166 -3521 P - Q 3189 -5075 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - W 4552 -2736 W -V 4557 -2729 V - U 5132 -3067 Chords Tens.Comp. U - T 5497 -3476 T - S 4630 -2890 S - Q 4634 -2900 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - X 1103 -1942 B - V 621 -338 X - Y 1107 -1945 Y - Z 1106 -1944 Z -AA 1114 -1952 AA- U 1111 -1880 I -AE 2252 -1294 U -AI 1552 -2273 Webs Tens.Comp. AE- U 1974 -1071 AI- T 504 -179 AI-AJ 1558 -2364 T - P 985 -643 AJ-AK 1551 -2357 AK-AL 1549 -2355 AL- P 1544 -2349 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.313 N 999 360 VERT(CL):0.543 N 649 240 HORZ(LL):0.101 S - - HORZ(TL):0.175 S - - Creep Factor: 2.0 Max TC CSI:0.773 Max BC CSI:0.943 Max Web CSI:0.955 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T6 Ply: 1 Qty:1 SEQN:176100 /HIPS FROM: Cust: R 761 JRef:1X707610001 T7 / DrwNo:193.21.0723.05718 SSB /WHK 07/12/2021 T1 1'8"63"8 4'9"10 1'11"1410'3"5 29'8" 6'8"1'4" (TYP) 4'4"11 4'4"11 14'8" 10'3"5 24'11"5 10'3"5 29'8" 4'8"11 4'5"12 4'5"12 9'5"2 4'11"6 14'8" 5'2"14 19'10"14 5'2"14 24'10"4 4'11"6 29'8" 4'9"12 1' 5"12 4"1 14'9"12 9'10"12 4'11"86'7"16'11"13(a) 8'1" A B C D E F G H I J K L M N O P Q R STUVW X Y Z AA AE AI AJ AK AL 5 12 5X8(B3) 5X10 H05104X4 5X5 8X85X8 4X5H0510 6X10 4X8(A2) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1114 /-/-/610 /647 /249 H 1176 /-/-/682 /689 /- Wind reactions based on MWFRS A Brg Width = 3.6 Min Req =1.5 H Brg Width = 7.6 Min Req =1.5 Bearings A & 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 1264 -2171 B - C 1164 -1853 C - D 979 -1459 D - E 963 -1338 Chords Tens.Comp. E - F 979 -1459 F - G 1179 -1880 G - H 1323 -2273 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 1934 -1043 N - M 1933 -1045 M - L 1655 -818 Chords Tens.Comp. L - K 1672 -827 K - J 2036 -1104 J - H 2039 -1103 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 374 -503 D - L 425 -258 L - E 415 -253 Webs Tens.Comp. L - F 387 -526 K - G 334 -432 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.127 L 999 360 VERT(CL):0.237 L 999 240 HORZ(LL):0.049 J - - HORZ(TL):0.091 J - - Creep Factor: 2.0 Max TC CSI:0.520 Max BC CSI:0.828 Max Web CSI:0.340 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T7 Ply: 1 Qty:1 SEQN:176206 /HIPS FROM: Cust: R 761 JRef:1X707610001 T5 / DrwNo:193.21.0723.05079 SSB /WHK 07/12/2021 29'8" 6'4"12 6'4"12 10'4"12 4' 14'2"8 3'9"12 15'1"8 11" 18'11"4 3'9"12 22'11"4 4' 29'8" 6'8"12 6'3" 6'3" 10'1"4 3'10"4 14'8" 4'6"12 19'2"12 4'6"12 23'1" 3'10"4 29'8" 6'7"1' 5"12 4"16'4"126'9"88'1" A B C D E F G H I JKLMN 5 12 3X5(B1)1.5X4 3X4 3X4 3X4 4X4 5X10 4X4 3X4 3X4 3X4 1.5X4 3X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1114 /-/-/610 /647 /249 H 1176 /-/-/682 /689 /- Wind reactions based on MWFRS A Brg Width = 3.6 Min Req =1.5 H Brg Width = 7.6 Min Req =1.5 Bearings A & 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 1264 -2171 B - C 1164 -1853 C - D 979 -1459 D - E 963 -1338 Chords Tens.Comp. E - F 979 -1459 F - G 1179 -1880 G - H 1323 -2273 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 1934 -1043 N - M 1933 -1045 M - L 1655 -818 Chords Tens.Comp. L - K 1672 -827 K - J 2036 -1104 J - H 2039 -1103 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 374 -503 D - L 425 -258 L - E 415 -253 Webs Tens.Comp. L - F 387 -526 K - G 334 -432 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.127 L 999 360 VERT(CL):0.237 L 999 240 HORZ(LL):0.049 J - - HORZ(TL):0.091 J - - Creep Factor: 2.0 Max TC CSI:0.520 Max BC CSI:0.828 Max Web CSI:0.340 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T7 Ply: 1 Qty:1 SEQN:176206 /HIPS FROM: Cust: R 761 JRef:1X707610001 T5 / DrwNo:193.21.0723.05079 SSB /WHK 07/12/2021 29'8" 6'4"12 6'4"12 10'4"12 4' 14'2"8 3'9"12 15'1"8 11" 18'11"4 3'9"12 22'11"4 4' 29'8" 6'8"12 6'3" 6'3" 10'1"4 3'10"4 14'8" 4'6"12 19'2"12 4'6"12 23'1" 3'10"4 29'8" 6'7"1' 5"12 4"16'4"126'9"88'1" A B C D E F G H I JKLMN 5 12 3X5(B1)1.5X4 3X4 3X4 3X4 4X4 5X10 4X4 3X4 3X4 3X4 1.5X4 3X5(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T3 2x6 SP 2400f-2.0E; Bot chord: 2x4 SP 2250f-1.9E; B2 2x6 SP 2400f-2.0E; B3 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. Loading Attic room loading from 9-3-8 to 17-4-8: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. 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 1425 /-/-/613 /635 /234 N 1430 /-/-/684 /679 /- Wind reactions based on MWFRS A Brg Width = 3.6 Min Req =1.5 N Brg Width = 7.6 Min Req =1.5 Bearings A & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1272 -2929 B - C 1104 -2603 C - D 1045 -2227 D - E 399 -113 E - F 484 -53 F - G 978 -2014 Chords Tens.Comp. G - H 460 -294 G - I 1271 -2560 H - J 622 -319 I - L 1235 -2576 L - M 1193 -2665 M - N 1380 -2931 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - U 2641 -1059 U - T 2645 -1059 T - S 2645 -1058 S - R 2232 -738 Chords Tens.Comp. R - Q 2472 -950 Q - P 2471 -950 P - N 2665 -1181 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 420 -607 S - C 800 -178 D - F 1117 -2674 Webs Tens.Comp. H - I 991 -384 J - R 827 -199 R - K 294 -408 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE, 18SS, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.332 S 999 360 VERT(CL):0.551 S 640 240 HORZ(LL):0.110 C - - HORZ(TL):0.188 C - - Creep Factor: 2.0 Max TC CSI:0.643 Max BC CSI:0.569 Max Web CSI:0.312 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T8 Ply: 1 Qty:1 SEQN:176187 /SPEC FROM: Cust: R 761 JRef:1X707610001 T29 / DrwNo:193.21.0723.05001 SSB /WHK 07/12/2021 T2 T3 B2 B3 8'1"4'6"1229'8" 6'0"12 6'0"12 9'1"12 3'1" 12'5"6 3'3"10 13'4" 10"10 14'5"8 1'1"8 17'1"8 2'8" 20'11"12 3'10"4 25'0"14 4'1"2 29'8" 4'7"2 5'11"12 5'11"12 8'4" 2'4"4 9' 8" 14'6"14 5'6"14 18'4" 3'9"2 21'1"8 2'9"8 29'8" 8'6"8 1' 5"12 4"1 5'6"123'4"126'0"66'5"28'1" A B C D E F G H I J K L M N O PQRSTU 5 12 4X5(B1)1.5X4 7X6 4X43X4 3X6 3X5 SS0712(**) 3X54X4 3X85X5 3X6 3X4H0510 4X61.5X4 3X4 1.5X4 4X5(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T3 2x6 SP 2400f-2.0E; Bot chord: 2x4 SP 2250f-1.9E; B2 2x6 SP 2400f-2.0E; B3 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. Loading Attic room loading from 9-3-8 to 17-4-8: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. 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 1425 /-/-/613 /635 /234 N 1430 /-/-/684 /679 /- Wind reactions based on MWFRS A Brg Width = 3.6 Min Req =1.5 N Brg Width = 7.6 Min Req =1.5 Bearings A & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1272 -2929 B - C 1104 -2603 C - D 1045 -2227 D - E 399 -113 E - F 484 -53 F - G 978 -2014 Chords Tens.Comp. G - H 460 -294 G - I 1271 -2560 H - J 622 -319 I - L 1235 -2576 L - M 1193 -2665 M - N 1380 -2931 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - U 2641 -1059 U - T 2645 -1059 T - S 2645 -1058 S - R 2232 -738 Chords Tens.Comp. R - Q 2472 -950 Q - P 2471 -950 P - N 2665 -1181 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 420 -607 S - C 800 -178 D - F 1117 -2674 Webs Tens.Comp. H - I 991 -384 J - R 827 -199 R - K 294 -408 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE, 18SS, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.332 S 999 360 VERT(CL):0.551 S 640 240 HORZ(LL):0.110 C - - HORZ(TL):0.188 C - - Creep Factor: 2.0 Max TC CSI:0.643 Max BC CSI:0.569 Max Web CSI:0.312 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T8 Ply: 1 Qty:1 SEQN:176187 /SPEC FROM: Cust: R 761 JRef:1X707610001 T29 / DrwNo:193.21.0723.05001 SSB /WHK 07/12/2021 T2 T3 B2 B3 8'1"4'6"1229'8" 6'0"12 6'0"12 9'1"12 3'1" 12'5"6 3'3"10 13'4" 10"10 14'5"8 1'1"8 17'1"8 2'8" 20'11"12 3'10"4 25'0"14 4'1"2 29'8" 4'7"2 5'11"12 5'11"12 8'4" 2'4"4 9' 8" 14'6"14 5'6"14 18'4" 3'9"2 21'1"8 2'9"8 29'8" 8'6"8 1' 5"12 4"1 5'6"123'4"126'0"66'5"28'1" A B C D E F G H I J K L M N O PQRSTU 5 12 4X5(B1)1.5X4 7X6 4X43X4 3X6 3X5 SS0712(**) 3X54X4 3X85X5 3X6 3X4H0510 4X61.5X4 3X4 1.5X4 4X5(A2) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T3 2x6 SP 2400f-2.0E; Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E; B2 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; Loading Attic room loading from 9-3-8 to 17-4-8: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. 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 1425 /-/-/609 /636 /234 N 1430 /-/-/681 /677 /- Wind reactions based on MWFRS A Brg Width = 3.6 Min Req =1.5 N Brg Width = 7.6 Min Req =1.7 Bearings A & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1266 -2912 B - C 1153 -2696 C - D 1081 -2290 D - E 1141 -367 E - F 1239 -412 Chords Tens.Comp. F - G 1036 -2173 G - J 1285 -2663 J - L 1256 -2642 L - M 1197 -2683 M - N 1385 -2945 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - U 2625 -1054 U - T 2634 -1056 T - S 2634 -1056 S - R 2330 -789 Chords Tens.Comp. R - Q 2443 -922 Q - P 2443 -922 P - N 2676 -1184 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 360 -534 S - C 871 -209 D - F 1568 -3618 Webs Tens.Comp. H - R 584 -65 I - J 1100 -467 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.320 R 999 360 VERT(CL):0.551 R 639 240 HORZ(LL):0.092 C - - HORZ(TL):0.166 C - - Creep Factor: 2.0 Max TC CSI:0.627 Max BC CSI:0.905 Max Web CSI:0.248 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T9 Ply: 1 Qty:1 SEQN:176183 /SPEC FROM: Cust: R 761 JRef:1X707610001 T52 / DrwNo:193.21.0723.06391 SSB /WHK 07/12/2021 T2 T3 B1 B2 8'1"4'6"1229'8" 6'0"12 6'0"12 9'1"12 3'1" 12'5"6 3'3"10 13'4" 10"10 14'6"14 1'2"14 16'5"8 1'10"10 17'6"4 1'0"12 19'1"8 1'7"4 20'11"12 1'10"4 25'0"14 4'1"2 29'8" 4'7"2 5'11"12 5'11"12 8'4" 2'4"4 9' 8" 14'6"14 5'6"14 18'4" 3'9"2 21'1"8 2'9"8 29'8" 8'6"8 1' 5"12 4"1 4'8"123'4"126'0"66'5"28'1" A B C D E F G H I J K L M N O PQRSTU 5 12 4X5(B1)1.5X4 7X6 H05104X5 3X6 H0310 SS0508 H0310 4X42X5 3X4H0510 3X85X5 6X61.5X4 3X4 1.5X4 4X5(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T3 2x6 SP 2400f-2.0E; Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E; B2 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; Loading Attic room loading from 9-3-8 to 17-4-8: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. 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 1425 /-/-/609 /636 /234 N 1430 /-/-/681 /677 /- Wind reactions based on MWFRS A Brg Width = 3.6 Min Req =1.5 N Brg Width = 7.6 Min Req =1.7 Bearings A & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1266 -2912 B - C 1153 -2696 C - D 1081 -2290 D - E 1141 -367 E - F 1239 -412 Chords Tens.Comp. F - G 1036 -2173 G - J 1285 -2663 J - L 1256 -2642 L - M 1197 -2683 M - N 1385 -2945 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - U 2625 -1054 U - T 2634 -1056 T - S 2634 -1056 S - R 2330 -789 Chords Tens.Comp. R - Q 2443 -922 Q - P 2443 -922 P - N 2676 -1184 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 360 -534 S - C 871 -209 D - F 1568 -3618 Webs Tens.Comp. H - R 584 -65 I - J 1100 -467 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.320 R 999 360 VERT(CL):0.551 R 639 240 HORZ(LL):0.092 C - - HORZ(TL):0.166 C - - Creep Factor: 2.0 Max TC CSI:0.627 Max BC CSI:0.905 Max Web CSI:0.248 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T9 Ply: 1 Qty:1 SEQN:176183 /SPEC FROM: Cust: R 761 JRef:1X707610001 T52 / DrwNo:193.21.0723.06391 SSB /WHK 07/12/2021 T2 T3 B1 B2 8'1"4'6"1229'8" 6'0"12 6'0"12 9'1"12 3'1" 12'5"6 3'3"10 13'4" 10"10 14'6"14 1'2"14 16'5"8 1'10"10 17'6"4 1'0"12 19'1"8 1'7"4 20'11"12 1'10"4 25'0"14 4'1"2 29'8" 4'7"2 5'11"12 5'11"12 8'4" 2'4"4 9' 8" 14'6"14 5'6"14 18'4" 3'9"2 21'1"8 2'9"8 29'8" 8'6"8 1' 5"12 4"1 4'8"123'4"126'0"66'5"28'1" A B C D E F G H I J K L M N O PQRSTU 5 12 4X5(B1)1.5X4 7X6 H05104X5 3X6 H0310 SS0508 H0310 4X42X5 3X4H0510 3X85X5 6X61.5X4 3X4 1.5X4 4X5(A2) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T3 2x6 SP 2400f-2.0E; Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E; B2 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; Loading Attic room loading from 9-3-8 to 17-4-8: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. 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 1425 /-/-/605 /638 /234 L 1430 /-/-/678 /676 /- Wind reactions based on MWFRS A Brg Width = 3.6 Min Req =1.5 L Brg Width = 7.6 Min Req =1.7 Bearings A & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1263 -2897 B - C 1189 -2766 C - D 1103 -2331 D - E 1680 -617 E - F 1736 -643 F - G 1077 -2275 Chords Tens.Comp. G - H 1065 -2473 H - I 154 -523 H - J 1116 -2367 J - K 1204 -2703 K - L 1379 -2939 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - S 2612 -1051 S - R 2625 -1055 R - Q 2625 -1054 Q - P 2397 -823 Chords Tens.Comp. P - O 2524 -949 O - N 2523 -950 N - L 2667 -1177 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 360 -461 Q - C 944 -244 D - F 1864 -4247 Webs Tens.Comp. G - P 491 0 I - J 979 -348 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.607 H 580 360 VERT(CL):1.003 H 351 240 HORZ(LL):-0.117 J - - HORZ(TL):0.210 J - - Creep Factor: 2.0 Max TC CSI:0.785 Max BC CSI:0.779 Max Web CSI:0.577 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T10 Ply: 1 Qty:1 SEQN:176176 /SPEC FROM: Cust: R 761 JRef:1X707610001 T8 / DrwNo:193.21.0723.05937 SSB /WHK 07/12/2021 T2 T3 B1 B2 8'1"4'6"1229'8" 6'0"12 6'0"12 9'1"12 3'1" 12'5"6 3'3"10 13'4" 10"10 14'6"14 1'2"14 18'5"8 3'10"10 21'1"8 2'8" 25'0"14 3'11"6 29'8" 4'7"2 5'11"12 5'11"12 8'4" 2'4"4 9' 8" 14'6"14 5'6"14 18'4" 3'9"2 21'1"8 2'9"8 29'8" 8'6"8 1' 5"12 4"1 3'10"123'4"126'0"66'5"28'1" A B C D E F G H I J K L M NOPQRS 5 12 4X5(B1)1.5X4 7X6 H05104X5 3X6 H0310 SS0508 H0310 1.5X6 3X4H0510 4X4 7X64X4 3X4 1.5X4 4X5(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T3 2x6 SP 2400f-2.0E; Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E; B2 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; Loading Attic room loading from 9-3-8 to 17-4-8: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. 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 1425 /-/-/605 /638 /234 L 1430 /-/-/678 /676 /- Wind reactions based on MWFRS A Brg Width = 3.6 Min Req =1.5 L Brg Width = 7.6 Min Req =1.7 Bearings A & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1263 -2897 B - C 1189 -2766 C - D 1103 -2331 D - E 1680 -617 E - F 1736 -643 F - G 1077 -2275 Chords Tens.Comp. G - H 1065 -2473 H - I 154 -523 H - J 1116 -2367 J - K 1204 -2703 K - L 1379 -2939 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - S 2612 -1051 S - R 2625 -1055 R - Q 2625 -1054 Q - P 2397 -823 Chords Tens.Comp. P - O 2524 -949 O - N 2523 -950 N - L 2667 -1177 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 360 -461 Q - C 944 -244 D - F 1864 -4247 Webs Tens.Comp. G - P 491 0 I - J 979 -348 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.607 H 580 360 VERT(CL):1.003 H 351 240 HORZ(LL):-0.117 J - - HORZ(TL):0.210 J - - Creep Factor: 2.0 Max TC CSI:0.785 Max BC CSI:0.779 Max Web CSI:0.577 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T10 Ply: 1 Qty:1 SEQN:176176 /SPEC FROM: Cust: R 761 JRef:1X707610001 T8 / DrwNo:193.21.0723.05937 SSB /WHK 07/12/2021 T2 T3 B1 B2 8'1"4'6"1229'8" 6'0"12 6'0"12 9'1"12 3'1" 12'5"6 3'3"10 13'4" 10"10 14'6"14 1'2"14 18'5"8 3'10"10 21'1"8 2'8" 25'0"14 3'11"6 29'8" 4'7"2 5'11"12 5'11"12 8'4" 2'4"4 9' 8" 14'6"14 5'6"14 18'4" 3'9"2 21'1"8 2'9"8 29'8" 8'6"8 1' 5"12 4"1 3'10"123'4"126'0"66'5"28'1" A B C D E F G H I J K L M NOPQRS 5 12 4X5(B1)1.5X4 7X6 H05104X5 3X6 H0310 SS0508 H0310 1.5X6 3X4H0510 4X4 7X64X4 3X4 1.5X4 4X5(A2) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T3 2x6 SP 2400f-2.0E; Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E; B2 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; Loading Attic room loading from 9-3-14 to 17-4-14: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1426 /-/-/602 /644 /235 J 1431 /-/-/675 /687 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 J Brg Width = 7.6 Min Req =1.7 Bearings A & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1287 -2921 B - C 1199 -2753 C - D 1113 -2323 D - E 1518 -558 E - F 1586 -590 Chords Tens.Comp. F - G 1082 -2255 G - H 1237 -2859 H - I 1534 -3303 I - J 1312 -2900 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 2636 -1074 R - Q 2647 -1077 Q - P 2647 -1077 P - O 2382 -831 Chords Tens.Comp. O - N 3396 -1379 N - M 3396 -1379 M - L 2620 -1090 L - J 2614 -1092 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 365 -495 P - C 929 -245 D - F 1810 -4063 G - O 1388 -423 Webs Tens.Comp. O - H 747 -1388 H - M 288 -870 M - I 1046 -398 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.489 O 721 360 VERT(CL):0.816 O 432 240 HORZ(LL):0.093 C - - HORZ(TL):0.165 C - - Creep Factor: 2.0 Max TC CSI:0.667 Max BC CSI:0.841 Max Web CSI:0.359 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T11 Ply: 1 Qty:1 SEQN:176171 /SPEC FROM: Cust: R 761 JRef:1X707610001 T9 / DrwNo:193.21.0723.05750 SSB /WHK 07/12/2021 T2 T3 B1 B2 8'1"4'6"1229'8"6 6'1"2 6'1"2 9'2"2 3'1" 12'5"12 3'3"10 13'4"6 10"10 14'7"4 1'2"14 17'6"10 2'11"6 20'5"14 2'11"4 23'1"14 2'8" 29'8"6 6'6"8 6'0"2 6'0"2 8'4"6 2'4"4 9'0"6 8" 14'7"4 5'6"14 18'4"6 3'9"2 20'9"6 2'5" 23'0"2 2'2"12 29'8"6 6'8"4 1' 5"9 4"1 3'0"123'4"126'0"66'5"28'1" A B C D E F G H I J K LMNOPQR 5 12 4X5(B1)1.5X4 7X6 H05103X5 3X6 H0310 SS0508 H0310 3X8 4X5H0510 7X6 3X5 1.5X4 4X8 3X6(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T3 2x6 SP 2400f-2.0E; Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E; B2 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; Loading Attic room loading from 9-3-14 to 17-4-14: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1426 /-/-/602 /644 /235 J 1431 /-/-/675 /687 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 J Brg Width = 7.6 Min Req =1.7 Bearings A & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1287 -2921 B - C 1199 -2753 C - D 1113 -2323 D - E 1518 -558 E - F 1586 -590 Chords Tens.Comp. F - G 1082 -2255 G - H 1237 -2859 H - I 1534 -3303 I - J 1312 -2900 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 2636 -1074 R - Q 2647 -1077 Q - P 2647 -1077 P - O 2382 -831 Chords Tens.Comp. O - N 3396 -1379 N - M 3396 -1379 M - L 2620 -1090 L - J 2614 -1092 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 365 -495 P - C 929 -245 D - F 1810 -4063 G - O 1388 -423 Webs Tens.Comp. O - H 747 -1388 H - M 288 -870 M - I 1046 -398 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.489 O 721 360 VERT(CL):0.816 O 432 240 HORZ(LL):0.093 C - - HORZ(TL):0.165 C - - Creep Factor: 2.0 Max TC CSI:0.667 Max BC CSI:0.841 Max Web CSI:0.359 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T11 Ply: 1 Qty:1 SEQN:176171 /SPEC FROM: Cust: R 761 JRef:1X707610001 T9 / DrwNo:193.21.0723.05750 SSB /WHK 07/12/2021 T2 T3 B1 B2 8'1"4'6"1229'8"6 6'1"2 6'1"2 9'2"2 3'1" 12'5"12 3'3"10 13'4"6 10"10 14'7"4 1'2"14 17'6"10 2'11"6 20'5"14 2'11"4 23'1"14 2'8" 29'8"6 6'6"8 6'0"2 6'0"2 8'4"6 2'4"4 9'0"6 8" 14'7"4 5'6"14 18'4"6 3'9"2 20'9"6 2'5" 23'0"2 2'2"12 29'8"6 6'8"4 1' 5"9 4"1 3'0"123'4"126'0"66'5"28'1" A B C D E F G H I J K LMNOPQR 5 12 4X5(B1)1.5X4 7X6 H05103X5 3X6 H0310 SS0508 H0310 3X8 4X5H0510 7X6 3X5 1.5X4 4X8 3X6(A1) 07/12/2021 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,T4 2x6 SP #2; Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E; B2 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Attic room loading from 9-3-14 to 17-4-14: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1426 /-/-/605 /647 /206 L 1431 /-/-/679 /689 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 L Brg Width = 7.6 Min Req =1.7 Bearings A & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1287 -2910 B - C 1270 -2909 C - D 1204 -2542 F - G 481 -668 G - H 1175 -2480 Chords Tens.Comp. H - I 1318 -3037 I - J 1744 -3805 J - K 1793 -3887 K - L 1366 -2962 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - U 2624 -1073 U - T 2637 -1077 T - S 2637 -1077 S - R 2622 -937 R - Q 3527 -1458 Chords Tens.Comp. Q - P 3526 -1458 P - O 4030 -1727 O - N 2687 -1165 N - L 2685 -1167 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - C 762 -176 D - V 1062 -2673 E - V 550 -203 V - W 787 -2056 V - F 292 -644 W -F 383 -147 W -G 826 -2160 Webs Tens.Comp. H - R 1239 -369 R - I 690 -1254 I - P 488 -291 P - J 365 -701 J - O 448 -951 O - K 1545 -636 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.379 R 931 360 VERT(CL):0.682 R 517 240 HORZ(LL):0.063 N - - HORZ(TL):0.105 N - - Creep Factor: 2.0 Max TC CSI:0.937 Max BC CSI:0.928 Max Web CSI:0.349 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T12 Ply: 1 Qty:1 SEQN:176202 /SPEC FROM: Cust: R 761 JRef:1X707610001 T84 / DrwNo:193.21.0723.05531 SSB /WHK 07/12/2021 T2 T4 B1 B2 8'1"3'8"1229'8"6 6'1"2 6'1"2 9'2"2 3'1" 10'5"11 1'3"9 11'6"14 1'1"3 15'1"14 3'7" 16'7"4 1'5"6 17'6"10 11"6 20'5"14 2'11"4 22'5"14 2' 25'1"14 2'8" 29'8"6 4'6"8 6'0"2 6'0"2 8'4"6 2'4"4 9'0"6 8" 16'7"4 7'6"14 18'4"6 1'9"2 20'9"6 2'5" 22'9"6 2' 25'0"2 2'2"12 29'8"6 4'8"4 1' 5"9 4"1 2'2"123'4"125'3"75'8"38'1" A B C D E F G H I J K L M NOPQRSTU V W512 4X5(B1)1.5X4 7X6 H05104X5 2X6 4X4(**)5X5 3X4 1.5X45X8 3X5 3X8 4X4H0510 3X4 3X4 7X6 4X5 1.5X4 5X8 4X5(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2,T4 2x6 SP #2; Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E; B2 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Attic room loading from 9-3-14 to 17-4-14: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1426 /-/-/605 /647 /206 L 1431 /-/-/679 /689 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 L Brg Width = 7.6 Min Req =1.7 Bearings A & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1287 -2910 B - C 1270 -2909 C - D 1204 -2542 F - G 481 -668 G - H 1175 -2480 Chords Tens.Comp. H - I 1318 -3037 I - J 1744 -3805 J - K 1793 -3887 K - L 1366 -2962 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - U 2624 -1073 U - T 2637 -1077 T - S 2637 -1077 S - R 2622 -937 R - Q 3527 -1458 Chords Tens.Comp. Q - P 3526 -1458 P - O 4030 -1727 O - N 2687 -1165 N - L 2685 -1167 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - C 762 -176 D - V 1062 -2673 E - V 550 -203 V - W 787 -2056 V - F 292 -644 W -F 383 -147 W -G 826 -2160 Webs Tens.Comp. H - R 1239 -369 R - I 690 -1254 I - P 488 -291 P - J 365 -701 J - O 448 -951 O - K 1545 -636 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.379 R 931 360 VERT(CL):0.682 R 517 240 HORZ(LL):0.063 N - - HORZ(TL):0.105 N - - Creep Factor: 2.0 Max TC CSI:0.937 Max BC CSI:0.928 Max Web CSI:0.349 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T12 Ply: 1 Qty:1 SEQN:176202 /SPEC FROM: Cust: R 761 JRef:1X707610001 T84 / DrwNo:193.21.0723.05531 SSB /WHK 07/12/2021 T2 T4 B1 B2 8'1"3'8"1229'8"6 6'1"2 6'1"2 9'2"2 3'1" 10'5"11 1'3"9 11'6"14 1'1"3 15'1"14 3'7" 16'7"4 1'5"6 17'6"10 11"6 20'5"14 2'11"4 22'5"14 2' 25'1"14 2'8" 29'8"6 4'6"8 6'0"2 6'0"2 8'4"6 2'4"4 9'0"6 8" 16'7"4 7'6"14 18'4"6 1'9"2 20'9"6 2'5" 22'9"6 2' 25'0"2 2'2"12 29'8"6 4'8"4 1' 5"9 4"1 2'2"123'4"125'3"75'8"38'1" A B C D E F G H I J K L M NOPQRSTU V W512 4X5(B1)1.5X4 7X6 H05104X5 2X6 4X4(**)5X5 3X4 1.5X45X8 3X5 3X8 4X4H0510 3X4 3X4 7X6 4X5 1.5X4 5X8 4X5(A2) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T3,T4 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B2 2x4 SP #2; B3 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; W5,W11 2x4 SP 2250f-1.9E; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 30.70 BC: From 20 plf at 0.00 to 20 plf at 9.32 BC: From 90 plf at 9.32 to 90 plf at 17.41 BC: From 20 plf at 17.41 to 20 plf at 29.70 BC: From 4 plf at 29.70 to 4 plf at 30.70 TC: 104 lb Conc. Load at 27.13 BC: 557 lb Conc. Load at 20.38 BC: -51 lb Conc. Load at 24.38 BC: 81 lb Conc. Load at 27.13 Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes WIND LOAD CASE MODIFIED! Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1606 /-/-/-/1110 /- K 1943 /-/-/-/1227 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 K Brg Width = 7.6 Min Req =1.6 Bearings A & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2351 -3311 B - C 2348 -3267 C - D 877 -1313 D - E 1539 -1945 E - F 1539 -1945 Chords Tens.Comp. F - G 1952 -2900 G - H 3060 -4578 H - I 3678 -5668 I - J 4188 -6635 J - K 2575 -4113 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - T 2982 -2102 T - S 2991 -2114 S - R 2994 -2136 R - Q 3653 -2579 Q - P 4145 -2773 Chords Tens.Comp. P - O 5266 -3402 O - N 7043 -4474 N - M 3752 -2330 M - K 3745 -2337 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 415 -544 C - R 1594 -1077 C - U 1773 -2782 U - V 1779 -2794 D - W 1131 -769 V - W 1785 -2813 W -X 674 -1126 W -F 376 -945 X - F 1101 -632 X - Y 782 -1194 Webs Tens.Comp. Y - Q 1247 -700 Y - G 814 -1213 Q - G 661 -1036 G - P 1315 -712 P - H 801 -1413 O - H 1082 -548 O - I 1164 -1939 I - N 1110 -1583 N - J 3177 -2047 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.400 Q 882 360 VERT(CL):0.675 Q 523 240 HORZ(LL):0.071 M - - HORZ(TL):0.119 M - - Creep Factor: 2.0 Max TC CSI:0.858 Max BC CSI:0.838 Max Web CSI:0.717 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T13 Ply: 1 Qty:1 SEQN:179626 SPEC FROM: Cust: R 761 JRef:1X707610001 T61 DrwNo:193.21.0911.59990 JB /WHK 07/12/2021 T3 T4 B2 B3 W5 W11 2'10"429'8"6 6'1"14 6'1"14 9'6"14 3'5" 13'4"6 3'9"8 17'1"14 3'9"8 19'1"10 1'11"12 21'8"14 2'7"4 24'5"14 2'9" 27'1"14 2'8" 29'8"6 2'6"8 6'0"2 6'0"2 7'8"14 1'8"12 21'8"14 14' 24'10"14 3'2" 27'0"2 2'1"4 29'8"6 2'8"4 1' 5"9 4"1 6'1"14 15'7"7'11"84'5"72'5"11'11"41'4"123'3"124'10"38'1" A B C D E F G H I J K L MNOPQRST U V W X Y 5 12 4X6(B1) 3X4 8X12 5X10 5X6 4X7 4X7 2X64X8 2X6 4X4 5X8 3X6 H0514 3X6 H0510 3X10 5X10 4X7(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T3,T4 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; B2 2x4 SP #2; B3 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; W5,W11 2x4 SP 2250f-1.9E; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 30.70 BC: From 20 plf at 0.00 to 20 plf at 9.32 BC: From 90 plf at 9.32 to 90 plf at 17.41 BC: From 20 plf at 17.41 to 20 plf at 29.70 BC: From 4 plf at 29.70 to 4 plf at 30.70 TC: 104 lb Conc. Load at 27.13 BC: 557 lb Conc. Load at 20.38 BC: -51 lb Conc. Load at 24.38 BC: 81 lb Conc. Load at 27.13 Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes WIND LOAD CASE MODIFIED! Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1606 /-/-/-/1110 /- K 1943 /-/-/-/1227 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 K Brg Width = 7.6 Min Req =1.6 Bearings A & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2351 -3311 B - C 2348 -3267 C - D 877 -1313 D - E 1539 -1945 E - F 1539 -1945 Chords Tens.Comp. F - G 1952 -2900 G - H 3060 -4578 H - I 3678 -5668 I - J 4188 -6635 J - K 2575 -4113 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - T 2982 -2102 T - S 2991 -2114 S - R 2994 -2136 R - Q 3653 -2579 Q - P 4145 -2773 Chords Tens.Comp. P - O 5266 -3402 O - N 7043 -4474 N - M 3752 -2330 M - K 3745 -2337 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 415 -544 C - R 1594 -1077 C - U 1773 -2782 U - V 1779 -2794 D - W 1131 -769 V - W 1785 -2813 W -X 674 -1126 W -F 376 -945 X - F 1101 -632 X - Y 782 -1194 Webs Tens.Comp. Y - Q 1247 -700 Y - G 814 -1213 Q - G 661 -1036 G - P 1315 -712 P - H 801 -1413 O - H 1082 -548 O - I 1164 -1939 I - N 1110 -1583 N - J 3177 -2047 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.400 Q 882 360 VERT(CL):0.675 Q 523 240 HORZ(LL):0.071 M - - HORZ(TL):0.119 M - - Creep Factor: 2.0 Max TC CSI:0.858 Max BC CSI:0.838 Max Web CSI:0.717 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T13 Ply: 1 Qty:1 SEQN:179626 SPEC FROM: Cust: R 761 JRef:1X707610001 T61 DrwNo:193.21.0911.59990 JB /WHK 07/12/2021 T3 T4 B2 B3 W5 W11 2'10"429'8"6 6'1"14 6'1"14 9'6"14 3'5" 13'4"6 3'9"8 17'1"14 3'9"8 19'1"10 1'11"12 21'8"14 2'7"4 24'5"14 2'9" 27'1"14 2'8" 29'8"6 2'6"8 6'0"2 6'0"2 7'8"14 1'8"12 21'8"14 14' 24'10"14 3'2" 27'0"2 2'1"4 29'8"6 2'8"4 1' 5"9 4"1 6'1"14 15'7"7'11"84'5"72'5"11'11"41'4"123'3"124'10"38'1" A B C D E F G H I J K L MNOPQRST U V W X Y 5 12 4X6(B1) 3X4 8X12 5X10 5X6 4X7 4X7 2X64X8 2X6 4X4 5X8 3X6 H0514 3X6 H0510 3X10 5X10 4X7(A2) 07/12/2021 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 2x8 SP 2400f-2.0E; Bot chord: 2x4 SP #2; B2 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Loading Attic room loading from 8-5-5 to 17-4-14: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. 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 999 /-/-/463 /426 /170 I 1156 /-/-/366 /445 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 I 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 761 -1926 B - C 661 -1674 C - E 489 -1253 Chords Tens.Comp. E - F 609 -1489 F - G 623 -1515 G - H 281 -713 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - M 1714 -784 M - L 1713 -783 Chords Tens.Comp. L - K 1491 -564 K - J 739 -257 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 336 -403 C - L 628 -144 F - K 1126 -1773 K - G 3564 -1257 Webs Tens.Comp. G - J 475 -2039 J - H 1209 -449 H - I 475 -1235 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.251 L 966 360 VERT(CL):0.409 L 591 240 HORZ(LL):0.089 E - - HORZ(TL):0.147 E - - Creep Factor: 2.0 Max TC CSI:0.457 Max BC CSI:0.695 Max Web CSI:0.804 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T14 Ply: 1 Qty:1 SEQN:176190 /SPEC FROM: Cust: R 761 JRef:1X707610001 T4 / DrwNo:193.21.0723.05329 SSB /WHK 07/12/2021 T2 B2 8'11"9 3'8"1220'3"13 6'1"14 6'1"14 9'0"9 2'10"11 11'1"5 2'0"12 17'6"10 6'5"5 18'4"2 9"8 20'3"13 1'11"11 6'0"2 6'0"2 8'5"5 2'5"3 17'9" 9'3"11 18'6"3 9"3 20'3"13 1'9"10 5"9 3'1"103'2"82'10"44'6"18'1" A B C D E F G H IJKLM 5 12 3X4(A1)1.5X4 3X4 3X8 5X10 3X4 1.5X4 3X10 7X8(**) 10X10 6X10(**) 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; T2 2x8 SP 2400f-2.0E; Bot chord: 2x4 SP #2; B2 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Loading Attic room loading from 8-5-5 to 17-4-14: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar-tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. 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 999 /-/-/463 /426 /170 I 1156 /-/-/366 /445 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 I 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 761 -1926 B - C 661 -1674 C - E 489 -1253 Chords Tens.Comp. E - F 609 -1489 F - G 623 -1515 G - H 281 -713 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - M 1714 -784 M - L 1713 -783 Chords Tens.Comp. L - K 1491 -564 K - J 739 -257 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 336 -403 C - L 628 -144 F - K 1126 -1773 K - G 3564 -1257 Webs Tens.Comp. G - J 475 -2039 J - H 1209 -449 H - I 475 -1235 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.251 L 966 360 VERT(CL):0.409 L 591 240 HORZ(LL):0.089 E - - HORZ(TL):0.147 E - - Creep Factor: 2.0 Max TC CSI:0.457 Max BC CSI:0.695 Max Web CSI:0.804 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T14 Ply: 1 Qty:1 SEQN:176190 /SPEC FROM: Cust: R 761 JRef:1X707610001 T4 / DrwNo:193.21.0723.05329 SSB /WHK 07/12/2021 T2 B2 8'11"9 3'8"1220'3"13 6'1"14 6'1"14 9'0"9 2'10"11 11'1"5 2'0"12 17'6"10 6'5"5 18'4"2 9"8 20'3"13 1'11"11 6'0"2 6'0"2 8'5"5 2'5"3 17'9" 9'3"11 18'6"3 9"3 20'3"13 1'9"10 5"9 3'1"103'2"82'10"44'6"18'1" A B C D E F G H IJKLM 5 12 3X4(A1)1.5X4 3X4 3X8 5X10 3X4 1.5X4 3X10 7X8(**) 10X10 6X10(**) 4X4 1.5X6 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Bearing Leg: 2x6 SP #2; Plating Notes (++) - This plate works for both joints covered. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 717 /-/-/378 /420 /121 N 755 /-/-/350 /452 /- Wind reactions based on MWFRS M Brg Width = 3.5 Min Req =1.5 N Brg Width = 3.5 Min Req =1.5 Bearings M & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 734 -1411 B - C 583 -1061 Chords Tens.Comp. C - D 610 -1007 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1587 -966 J - I 1156 -682 Chords Tens.Comp. I - H 1160 -680 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - K 1487 -862 M - A 377 -749 K - B 520 -655 B - J 438 -683 Webs Tens.Comp. C - J 458 -138 D - H 530 -917 H - F 608 -358 F - G 297 -498 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.055 J 999 360 VERT(CL):0.103 J 999 240 HORZ(LL):0.013 G - - HORZ(TL):0.024 G - - Creep Factor: 2.0 Max TC CSI:0.564 Max BC CSI:0.598 Max Web CSI:0.631 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T15 Ply: 1 Qty:1 SEQN:176167 /SPEC FROM: Cust: R 761 JRef:1X707610001 T13 / DrwNo:193.21.0723.05015 SSB /WHK 07/12/2021 19'3"8 4"14 5"8 5"8 2'7"7 2'1"15 9'8"6 7'0"15 13'1"5 3'4"15 17'9"11 4'8"6 19'8"6 1'10"11 5"8 5"8 2'3"15 1'10"7 9'8"6 7'4"7 13'3"1 3'6"11 17'11"7 4'8"6 19' 1'0"9 19'3"8 3"81'6"11 3'1"2"104'6"19'1" 8'1" A B C D E F GHIJKL M N 5 12 2.5 12 4X8(++) 1.5X4 4X4 5X5 4X4 3X8 5X10(SRS) 1.5X4 1.5X4 5X10(SRS) 3X3 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; Lt Bearing Leg: 2x6 SP #2; Plating Notes (++) - This plate works for both joints covered. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 717 /-/-/378 /420 /121 N 755 /-/-/350 /452 /- Wind reactions based on MWFRS M Brg Width = 3.5 Min Req =1.5 N Brg Width = 3.5 Min Req =1.5 Bearings M & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 734 -1411 B - C 583 -1061 Chords Tens.Comp. C - D 610 -1007 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1587 -966 J - I 1156 -682 Chords Tens.Comp. I - H 1160 -680 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - K 1487 -862 M - A 377 -749 K - B 520 -655 B - J 438 -683 Webs Tens.Comp. C - J 458 -138 D - H 530 -917 H - F 608 -358 F - G 297 -498 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.055 J 999 360 VERT(CL):0.103 J 999 240 HORZ(LL):0.013 G - - HORZ(TL):0.024 G - - Creep Factor: 2.0 Max TC CSI:0.564 Max BC CSI:0.598 Max Web CSI:0.631 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T15 Ply: 1 Qty:1 SEQN:176167 /SPEC FROM: Cust: R 761 JRef:1X707610001 T13 / DrwNo:193.21.0723.05015 SSB /WHK 07/12/2021 19'3"8 4"14 5"8 5"8 2'7"7 2'1"15 9'8"6 7'0"15 13'1"5 3'4"15 17'9"11 4'8"6 19'8"6 1'10"11 5"8 5"8 2'3"15 1'10"7 9'8"6 7'4"7 13'3"1 3'6"11 17'11"7 4'8"6 19' 1'0"9 19'3"8 3"81'6"11 3'1"2"104'6"19'1" 8'1" A B C D E F GHIJKL M N 5 12 2.5 12 4X8(++) 1.5X4 4X4 5X5 4X4 3X8 5X10(SRS) 1.5X4 1.5X4 5X10(SRS) 3X3 2X5 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Bearing Leg: 2x6 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 717 /-/-/342 /427 /86 L 756 /-/-/354 /445 /- Wind reactions based on MWFRS K Brg Width = 3.5 Min Req =1.5 L Brg Width = 3.5 Min Req =1.5 Bearings K & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 918 -1588 B - C 668 -1141 Chords Tens.Comp. C - D 667 -1147 D - E 770 -1379 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 1680 -981 Chords Tens.Comp. H - G 1717 -1030 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 1501 -854 K - A 555 -879 I - B 365 -473 B - H 455 -698 C - H 526 -214 Webs Tens.Comp. H - D 500 -728 D - G 481 -629 G - E 1469 -820 E - F 374 -598 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.091 D 999 360 VERT(CL):0.170 D 999 240 HORZ(LL):0.032 F - - HORZ(TL):0.061 F - - Creep Factor: 2.0 Max TC CSI:0.328 Max BC CSI:0.606 Max Web CSI:0.404 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T16 Ply: 1 Qty:1 SEQN:176164 /SPEC FROM: Cust: R 761 JRef:1X707610001 T2 / DrwNo:193.21.0723.05984 SSB /WHK 07/12/2021 19'3"8 4"14 5"8 5"8 4'7"7 4'1"15 9'8"6 5'0"15 15'1"5 5'4"15 19'8"6 4'7"1 5"8 5"8 4'3"15 3'10"7 9'8"6 5'4"7 15'11"7 6'3"1 19' 3'0"9 19'3"8 3"81'1'4"11 2'3"7"104'6"19'1" 8'1" A B C D E F GHIJ K L 5 12 2.5 12 4X8 2X61.5X4 4X4 5X5 4X4 3X8 5X5 5X5 4X4 4X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Bearing Leg: 2x6 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 717 /-/-/342 /427 /86 L 756 /-/-/354 /445 /- Wind reactions based on MWFRS K Brg Width = 3.5 Min Req =1.5 L Brg Width = 3.5 Min Req =1.5 Bearings K & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 918 -1588 B - C 668 -1141 Chords Tens.Comp. C - D 667 -1147 D - E 770 -1379 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 1680 -981 Chords Tens.Comp. H - G 1717 -1030 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 1501 -854 K - A 555 -879 I - B 365 -473 B - H 455 -698 C - H 526 -214 Webs Tens.Comp. H - D 500 -728 D - G 481 -629 G - E 1469 -820 E - F 374 -598 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.091 D 999 360 VERT(CL):0.170 D 999 240 HORZ(LL):0.032 F - - HORZ(TL):0.061 F - - Creep Factor: 2.0 Max TC CSI:0.328 Max BC CSI:0.606 Max Web CSI:0.404 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T16 Ply: 1 Qty:1 SEQN:176164 /SPEC FROM: Cust: R 761 JRef:1X707610001 T2 / DrwNo:193.21.0723.05984 SSB /WHK 07/12/2021 19'3"8 4"14 5"8 5"8 4'7"7 4'1"15 9'8"6 5'0"15 15'1"5 5'4"15 19'8"6 4'7"1 5"8 5"8 4'3"15 3'10"7 9'8"6 5'4"7 15'11"7 6'3"1 19' 3'0"9 19'3"8 3"81'1'4"11 2'3"7"104'6"19'1" 8'1" A B C D E F GHIJ K L 5 12 2.5 12 4X8 2X61.5X4 4X4 5X5 4X4 3X8 5X5 5X5 4X4 4X5 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -295# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 274 /-295 /-/161 /134 /261 W 2357 /-/-/1161 /1379 /- Z 869 /-/-/463 /501 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 W Brg Width = 3.5 Min Req =2.8 Z Brg Width = 3.5 Min Req =1.5 Bearings B, W, & Z are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1028 -327 C - D 1169 -564 D - E 1166 -543 E - F 2376 -1333 F - G 2387 -1344 G - H 700 -360 Chords Tens.Comp. I - J 1370 -2364 J - K 946 -1587 K - L 932 -1593 L - M 1475 -2612 M - N 854 -1529 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 322 -919 Y - X 1093 -1872 X - W 1092 -1875 W -V 723 -1122 U - T 1320 -642 Chords Tens.Comp. T - S 1329 -640 S - R 2404 -1300 R - Q 2305 -1288 Q - P 1972 -1124 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Y 375 -399 D - Y 576 -907 Y - E 1537 -828 E - W 629 -1047 W -G 917 -1610 G - V 1079 -528 V - H 774 -1313 H - U 814 -464 U - I 834 -1407 Webs Tens.Comp. I - S 1112 -652 J - R 681 -1137 K - R 1001 -545 R - L 608 -929 L - Q 505 -211 Q - M 468 -228 M - P 750 -1212 P - N 1624 -906 N - O 353 -592 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.210 J 999 360 VERT(CL):0.403 J 846 240 HORZ(LL):0.064 O - - HORZ(TL):0.121 O - - Creep Factor: 2.0 Max TC CSI:0.708 Max BC CSI:0.648 Max Web CSI:0.767 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T17 Ply: 1 Qty:1 SEQN:176161 /SPEC FROM: Cust: R 761 JRef:1X707610001 T20 / DrwNo:193.21.0723.06703 SSB /WHK 07/12/2021 12'8"10 28'8"8 4"14 4'9"6 4'9"6 8'11" 4'1"10 10'10"15 1'11"15 12'8"10 1'9"11 17'0"4 4'3"10 19'10" 2'9"12 22'7"12 2'9"12 28'9"1 6'1"5 31'10" 3'0"15 35'9"9 3'11"9 39'2"15 3'5"6 41'10" 2'7"1 8'11" 8'11" 11'0"11 2'1"11 12'10"6 1'9"11 17'10"15 5'0"9 19'11"12 2'0"13 22'9"8 2'9"12 28'5"9 5'8"1 31'10" 3'4"7 36'1"1 4'3"1 41'1"10 5'0"9 41'5"2 3"81' 4"1 1'5"4'0"103'2"114'4"121'0"104'6"14'10"138'1"A B C D E F G H I J K L M N OP QRSTUV WXY Z 5 12 2.5 12 3X5(A1) 1.5X4 5X5 5X8 6X10(SRS) 1.5X4 1.5X4 6X8 5X6 5X6 5X8 3X5 5X12 1.5X4 5X5 5X5 5X5 3X8 3X4 5X5 5X5 3X6 5X5 4X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -295# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 274 /-295 /-/161 /134 /261 W 2357 /-/-/1161 /1379 /- Z 869 /-/-/463 /501 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 W Brg Width = 3.5 Min Req =2.8 Z Brg Width = 3.5 Min Req =1.5 Bearings B, W, & Z are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1028 -327 C - D 1169 -564 D - E 1166 -543 E - F 2376 -1333 F - G 2387 -1344 G - H 700 -360 Chords Tens.Comp. I - J 1370 -2364 J - K 946 -1587 K - L 932 -1593 L - M 1475 -2612 M - N 854 -1529 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 322 -919 Y - X 1093 -1872 X - W 1092 -1875 W -V 723 -1122 U - T 1320 -642 Chords Tens.Comp. T - S 1329 -640 S - R 2404 -1300 R - Q 2305 -1288 Q - P 1972 -1124 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Y 375 -399 D - Y 576 -907 Y - E 1537 -828 E - W 629 -1047 W -G 917 -1610 G - V 1079 -528 V - H 774 -1313 H - U 814 -464 U - I 834 -1407 Webs Tens.Comp. I - S 1112 -652 J - R 681 -1137 K - R 1001 -545 R - L 608 -929 L - Q 505 -211 Q - M 468 -228 M - P 750 -1212 P - N 1624 -906 N - O 353 -592 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.210 J 999 360 VERT(CL):0.403 J 846 240 HORZ(LL):0.064 O - - HORZ(TL):0.121 O - - Creep Factor: 2.0 Max TC CSI:0.708 Max BC CSI:0.648 Max Web CSI:0.767 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T17 Ply: 1 Qty:1 SEQN:176161 /SPEC FROM: Cust: R 761 JRef:1X707610001 T20 / DrwNo:193.21.0723.06703 SSB /WHK 07/12/2021 12'8"10 28'8"8 4"14 4'9"6 4'9"6 8'11" 4'1"10 10'10"15 1'11"15 12'8"10 1'9"11 17'0"4 4'3"10 19'10" 2'9"12 22'7"12 2'9"12 28'9"1 6'1"5 31'10" 3'0"15 35'9"9 3'11"9 39'2"15 3'5"6 41'10" 2'7"1 8'11" 8'11" 11'0"11 2'1"11 12'10"6 1'9"11 17'10"15 5'0"9 19'11"12 2'0"13 22'9"8 2'9"12 28'5"9 5'8"1 31'10" 3'4"7 36'1"1 4'3"1 41'1"10 5'0"9 41'5"2 3"81' 4"1 1'5"4'0"103'2"114'4"121'0"104'6"14'10"138'1"A B C D E F G H I J K L M N OP QRSTUV WXY Z 5 12 2.5 12 3X5(A1) 1.5X4 5X5 5X8 6X10(SRS) 1.5X4 1.5X4 6X8 5X6 5X6 5X8 3X5 5X12 1.5X4 5X5 5X5 5X5 3X8 3X4 5X5 5X5 3X6 5X5 4X5 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -406# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 219 /-406 /-/187 /219 /200 P 2528 /-/-/1233 /1464 /- K 816 /-/-/527 /477 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 P Brg Width = 3.5 Min Req =3.0 K Brg Width = 3.5 Min Req =1.5 Bearings B, P, & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1309 -597 C - D 1453 -685 D - E 2204 -1123 F - G 787 -1263 Chords Tens.Comp. G - H 1092 -1800 H - I 1261 -2032 I - J 1492 -2335 J - K 1324 -2373 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 642 -1176 Q - P 809 -1337 P - O 1383 -2266 Chords Tens.Comp. N - M 1326 -614 M - L 1483 -670 L - K 2162 -1130 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 396 -418 D - P 744 -1382 E - P 707 -1018 E - O 2085 -1132 O - F 691 -974 F - N 1459 -822 Webs Tens.Comp. N - G 391 -512 G - M 540 -280 M - H 675 -955 M - I 925 -587 I - L 1004 -707 J - L 376 -275 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.206 H 999 360 VERT(CL):0.396 H 865 240 HORZ(LL):0.061 L - - HORZ(TL):0.114 L - - Creep Factor: 2.0 Max TC CSI:0.926 Max BC CSI:0.898 Max Web CSI:0.636 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T18 Ply: 1 Qty:1 SEQN:176154 /SPEC FROM: Cust: R 761 JRef:1X707610001 T70 / DrwNo:193.21.0723.05298 SSB /WHK 07/12/2021 12'8"10 28'8"8 4"14 4'9"7 4'9"7 8'11"1 4'1"10 12'10"14 3'11"13 20'2"7 7'3"9 25'5"12 5'3"5 30'9"1 5'3"5 31'10" 1'0"15 33'11"5 2'1"5 41'10" 7'10"11 8'11"1 8'11"1 12'10"6 3'11"5 19'10"15 7'0"9 25'2"4 5'3"5 30'7"5 5'5"1 34'1"1 3'5"12 41'1"10 7'0"9 41'5"2 3"81' 4"14'0"111'5"104'6"14'10"13(a) 8'1"A B C D E F G H I J KLMNO PQ 5 12 2.5 12 3X5(A1) 1.5X4 5X8 3X4 3X8 6X8 5X6 5X6 4X4 3X4 4X7 5X55X5 1.5X4 5X12 3X5(F1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -406# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 219 /-406 /-/187 /219 /200 P 2528 /-/-/1233 /1464 /- K 816 /-/-/527 /477 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 P Brg Width = 3.5 Min Req =3.0 K Brg Width = 3.5 Min Req =1.5 Bearings B, P, & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1309 -597 C - D 1453 -685 D - E 2204 -1123 F - G 787 -1263 Chords Tens.Comp. G - H 1092 -1800 H - I 1261 -2032 I - J 1492 -2335 J - K 1324 -2373 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 642 -1176 Q - P 809 -1337 P - O 1383 -2266 Chords Tens.Comp. N - M 1326 -614 M - L 1483 -670 L - K 2162 -1130 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 396 -418 D - P 744 -1382 E - P 707 -1018 E - O 2085 -1132 O - F 691 -974 F - N 1459 -822 Webs Tens.Comp. N - G 391 -512 G - M 540 -280 M - H 675 -955 M - I 925 -587 I - L 1004 -707 J - L 376 -275 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.206 H 999 360 VERT(CL):0.396 H 865 240 HORZ(LL):0.061 L - - HORZ(TL):0.114 L - - Creep Factor: 2.0 Max TC CSI:0.926 Max BC CSI:0.898 Max Web CSI:0.636 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T18 Ply: 1 Qty:1 SEQN:176154 /SPEC FROM: Cust: R 761 JRef:1X707610001 T70 / DrwNo:193.21.0723.05298 SSB /WHK 07/12/2021 12'8"10 28'8"8 4"14 4'9"7 4'9"7 8'11"1 4'1"10 12'10"14 3'11"13 20'2"7 7'3"9 25'5"12 5'3"5 30'9"1 5'3"5 31'10" 1'0"15 33'11"5 2'1"5 41'10" 7'10"11 8'11"1 8'11"1 12'10"6 3'11"5 19'10"15 7'0"9 25'2"4 5'3"5 30'7"5 5'5"1 34'1"1 3'5"12 41'1"10 7'0"9 41'5"2 3"81' 4"14'0"111'5"104'6"14'10"13(a) 8'1"A B C D E F G H I J KLMNO PQ 5 12 2.5 12 3X5(A1) 1.5X4 5X8 3X4 3X8 6X8 5X6 5X6 4X4 3X4 4X7 5X55X5 1.5X4 5X12 3X5(F1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -448# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 186 /-448 /-/215 /270 /230 Q 2604 /-/-/1267 /1490 /- K 852 /-/-/600 /509 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 Q Brg Width = 3.5 Min Req =3.1 K Brg Width = 7.6 Min Req =1.5 Bearings B, Q, & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1379 -534 C - D 1695 -821 D - E 1950 -950 E - F 1957 -957 Chords Tens.Comp. H - I 745 -1177 I - J 1103 -2005 J - K 1459 -2540 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 573 -1249 S - R 573 -1255 R - Q 996 -1556 Q - P 680 -1029 Chords Tens.Comp. P - O 1146 -445 O - N 1517 -668 N - M 2351 -1282 M - K 2333 -1268 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 471 -644 D - Q 638 -1082 Q - F 845 -1391 F - P 1408 -675 Webs Tens.Comp. P - H 597 -1006 O - I 257 -422 I - N 710 -298 N - J 463 -495 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.179 N 999 360 VERT(CL):0.344 N 999 240 HORZ(LL):0.068 M - - HORZ(TL):0.130 M - - Creep Factor: 2.0 Max TC CSI:0.719 Max BC CSI:0.833 Max Web CSI:0.446 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T19 Ply: 1 Qty:1 SEQN:176150 /HIPS FROM: Cust: R 761 JRef:1X707610001 T44 / DrwNo:193.21.0723.06126 SSB /WHK 07/12/2021 12'8"10 29'1"6 5'11"3 5'11"3 10'11"1 4'11"14 12'8"10 1'9"9 17'4"11 4'8"1 22'0"11 4'8"1 26'3"3 4'2"8 30'10"15 4'7"12 36'6"1 5'7"2 41'10" 5'3"15 5'9"7 5'9"7 10'11"1 5'1"10 12'10"6 1'11"5 21'10"15 9'0"9 26'6"11 4'7"12 32'1"1 5'6"6 36'7"13 4'6"12 41'1"10 4'5"13 41'10" 8"61' 1' 4"1 1'10"104'10"115'3"6(a) 8'1"A B C D E F G H I J K LM NOP QRS 5 12 2.5 12 3X5(A1)1.5X4 3X4 5X8 3X4 1.5X4 6X8 4X4 5X10(SRS) 5X6 3X4 3X4 5X5 5X5 3X4 1.5X4 3X5(F1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -448# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 186 /-448 /-/215 /270 /230 Q 2604 /-/-/1267 /1490 /- K 852 /-/-/600 /509 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 Q Brg Width = 3.5 Min Req =3.1 K Brg Width = 7.6 Min Req =1.5 Bearings B, Q, & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1379 -534 C - D 1695 -821 D - E 1950 -950 E - F 1957 -957 Chords Tens.Comp. H - I 745 -1177 I - J 1103 -2005 J - K 1459 -2540 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 573 -1249 S - R 573 -1255 R - Q 996 -1556 Q - P 680 -1029 Chords Tens.Comp. P - O 1146 -445 O - N 1517 -668 N - M 2351 -1282 M - K 2333 -1268 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 471 -644 D - Q 638 -1082 Q - F 845 -1391 F - P 1408 -675 Webs Tens.Comp. P - H 597 -1006 O - I 257 -422 I - N 710 -298 N - J 463 -495 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.179 N 999 360 VERT(CL):0.344 N 999 240 HORZ(LL):0.068 M - - HORZ(TL):0.130 M - - Creep Factor: 2.0 Max TC CSI:0.719 Max BC CSI:0.833 Max Web CSI:0.446 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T19 Ply: 1 Qty:1 SEQN:176150 /HIPS FROM: Cust: R 761 JRef:1X707610001 T44 / DrwNo:193.21.0723.06126 SSB /WHK 07/12/2021 12'8"10 29'1"6 5'11"3 5'11"3 10'11"1 4'11"14 12'8"10 1'9"9 17'4"11 4'8"1 22'0"11 4'8"1 26'3"3 4'2"8 30'10"15 4'7"12 36'6"1 5'7"2 41'10" 5'3"15 5'9"7 5'9"7 10'11"1 5'1"10 12'10"6 1'11"5 21'10"15 9'0"9 26'6"11 4'7"12 32'1"1 5'6"6 36'7"13 4'6"12 41'1"10 4'5"13 41'10" 8"61' 1' 4"1 1'10"104'10"115'3"6(a) 8'1"A B C D E F G H I J K LM NOP QRS 5 12 2.5 12 3X5(A1)1.5X4 3X4 5X8 3X4 1.5X4 6X8 4X4 5X10(SRS) 5X6 3X4 3X4 5X5 5X5 3X4 1.5X4 3X5(F1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -459# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 177 /-459 /-/227 /290 /266 O 2624 /-/-/1277 /1486 /- I 847 /-/-/612 /508 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 O Brg Width = 3.5 Min Req =3.1 I Brg Width = 7.6 Min Req =1.5 Bearings B, O, & 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 1457 -573 C - D 1919 -914 D - E 569 -132 E - F 571 -134 Chords Tens.Comp. F - G 443 -631 G - H 910 -1684 H - I 1448 -2525 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 618 -1318 P - O 617 -1323 O - N 1137 -1757 N - M 655 -220 Chords Tens.Comp. M - L 1241 -468 L - K 2330 -1260 K - I 2321 -1250 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 557 -750 O - D 1066 -1840 D - N 1441 -798 N - F 731 -1438 Webs Tens.Comp. M - G 437 -742 F - M 623 -202 G - L 709 -281 L - H 660 -784 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.187 H 999 360 VERT(CL):0.358 H 965 240 HORZ(LL):0.076 K - - HORZ(TL):0.144 K - - Creep Factor: 2.0 Max TC CSI:0.954 Max BC CSI:0.902 Max Web CSI:0.948 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T20 Ply: 1 Qty:1 SEQN:176146 /HIPS FROM: Cust: R 761 JRef:1X707610001 T21 / DrwNo:193.21.0723.05704 SSB /WHK 07/12/2021 12'8"10 29'1"6 6'10"13 6'10"13 12'11"1 6'0"4 18'5" 5'5"15 23'10"15 5'5"15 28'10"15 5' 35'6"1 6'7"2 41'10" 6'3"15 6'9"1 6'9"1 12'10"6 6'1"5 18'5" 5'6"10 23'10"15 5'5"15 30'1"1 6'2"2 35'7"13 5'6"12 41'1"10 5'5"13 41'10" 8"61' 1' 4"1 2'3"105'8"116'1"6(a) 8'1"A B C D E F G H I JK LM N OP 5 12 2.5 12 3X5(A1)1.5X4 3X4 5X8 5X8 1.5X4 4X8 3X5 5X10(SRS) 5X6 5X5 3X4 1.5X4 3X5(F1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -459# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 177 /-459 /-/227 /290 /266 O 2624 /-/-/1277 /1486 /- I 847 /-/-/612 /508 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 O Brg Width = 3.5 Min Req =3.1 I Brg Width = 7.6 Min Req =1.5 Bearings B, O, & 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 1457 -573 C - D 1919 -914 D - E 569 -132 E - F 571 -134 Chords Tens.Comp. F - G 443 -631 G - H 910 -1684 H - I 1448 -2525 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 618 -1318 P - O 617 -1323 O - N 1137 -1757 N - M 655 -220 Chords Tens.Comp. M - L 1241 -468 L - K 2330 -1260 K - I 2321 -1250 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 557 -750 O - D 1066 -1840 D - N 1441 -798 N - F 731 -1438 Webs Tens.Comp. M - G 437 -742 F - M 623 -202 G - L 709 -281 L - H 660 -784 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.187 H 999 360 VERT(CL):0.358 H 965 240 HORZ(LL):0.076 K - - HORZ(TL):0.144 K - - Creep Factor: 2.0 Max TC CSI:0.954 Max BC CSI:0.902 Max Web CSI:0.948 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T20 Ply: 1 Qty:1 SEQN:176146 /HIPS FROM: Cust: R 761 JRef:1X707610001 T21 / DrwNo:193.21.0723.05704 SSB /WHK 07/12/2021 12'8"10 29'1"6 6'10"13 6'10"13 12'11"1 6'0"4 18'5" 5'5"15 23'10"15 5'5"15 28'10"15 5' 35'6"1 6'7"2 41'10" 6'3"15 6'9"1 6'9"1 12'10"6 6'1"5 18'5" 5'6"10 23'10"15 5'5"15 30'1"1 6'2"2 35'7"13 5'6"12 41'1"10 5'5"13 41'10" 8"61' 1' 4"1 2'3"105'8"116'1"6(a) 8'1"A B C D E F G H I JK LM N OP 5 12 2.5 12 3X5(A1)1.5X4 3X4 5X8 5X8 1.5X4 4X8 3X5 5X10(SRS) 5X6 5X5 3X4 1.5X4 3X5(F1) 07/12/2021 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. Additional Notes Negative reaction(s) of -423# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 189 /-423 /-/226 /279 /302 Q 2576 /-/-/1264 /1444 /- J 864 /-/-/631 /519 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 Q Brg Width = 3.5 Min Req =3.0 J Brg Width = 7.6 Min Req =1.5 Bearings B, Q, & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1371 -515 C - D 1818 -827 D - E 1149 -406 F - G 573 -868 Chords Tens.Comp. G - H 937 -1453 H - I 810 -1480 I - J 1435 -2540 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 568 -1239 R - Q 567 -1245 Q - P 1064 -1689 P - O 776 -1093 Chords Tens.Comp. N - M 1009 -271 M - L 2334 -1233 L - J 2332 -1227 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 512 -714 D - Q 1040 -1845 D - P 1515 -723 E - P 754 -1458 E - O 1285 -679 Webs Tens.Comp. O - F 610 -932 F - N 1034 -466 N - G 344 -568 G - M 956 -595 M - I 751 -1016 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.199 I 999 360 VERT(CL):0.381 I 907 240 HORZ(LL):0.076 L - - HORZ(TL):0.144 L - - Creep Factor: 2.0 Max TC CSI:0.854 Max BC CSI:0.744 Max Web CSI:0.936 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T21 Ply: 1 Qty:1 SEQN:176143 /HIPS FROM: Cust: R 761 JRef:1X707610001 T81 / DrwNo:193.21.0723.05921 SSB /WHK 07/12/2021 12'8"10 29'1"6 6'10"13 6'10"13 12'10"6 5'11"9 14'11"1 2'0"11 20'6"12 5'7"11 26'10"15 6'4"3 27'11"5 1'0"6 34'6"1 6'6"12 41'10" 7'3"15 6'9"1 6'9"1 12'10"6 6'1"5 14'11"1 2'0"11 20'3"4 5'4"3 25'10"15 5'7"11 28'1"1 2'2"2 34'7"13 6'6"12 41'1"10 6'5"13 41'10" 8"61' 1' 4"12'8"106'6"116'11"68'1"A B C D E F G H I J KL MN O PQR 5 12 2.5 12 3X5(A1)1.5X4 3X4 5X5 6X8 5X8 5X5 3X5 3X4 5X6 5X61.5X4 5X12 3X4 1.5X4 3X5(F1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: 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. Additional Notes Negative reaction(s) of -423# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 189 /-423 /-/226 /279 /302 Q 2576 /-/-/1264 /1444 /- J 864 /-/-/631 /519 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 Q Brg Width = 3.5 Min Req =3.0 J Brg Width = 7.6 Min Req =1.5 Bearings B, Q, & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1371 -515 C - D 1818 -827 D - E 1149 -406 F - G 573 -868 Chords Tens.Comp. G - H 937 -1453 H - I 810 -1480 I - J 1435 -2540 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 568 -1239 R - Q 567 -1245 Q - P 1064 -1689 P - O 776 -1093 Chords Tens.Comp. N - M 1009 -271 M - L 2334 -1233 L - J 2332 -1227 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 512 -714 D - Q 1040 -1845 D - P 1515 -723 E - P 754 -1458 E - O 1285 -679 Webs Tens.Comp. O - F 610 -932 F - N 1034 -466 N - G 344 -568 G - M 956 -595 M - I 751 -1016 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.199 I 999 360 VERT(CL):0.381 I 907 240 HORZ(LL):0.076 L - - HORZ(TL):0.144 L - - Creep Factor: 2.0 Max TC CSI:0.854 Max BC CSI:0.744 Max Web CSI:0.936 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T21 Ply: 1 Qty:1 SEQN:176143 /HIPS FROM: Cust: R 761 JRef:1X707610001 T81 / DrwNo:193.21.0723.05921 SSB /WHK 07/12/2021 12'8"10 29'1"6 6'10"13 6'10"13 12'10"6 5'11"9 14'11"1 2'0"11 20'6"12 5'7"11 26'10"15 6'4"3 27'11"5 1'0"6 34'6"1 6'6"12 41'10" 7'3"15 6'9"1 6'9"1 12'10"6 6'1"5 14'11"1 2'0"11 20'3"4 5'4"3 25'10"15 5'7"11 28'1"1 2'2"2 34'7"13 6'6"12 41'1"10 6'5"13 41'10" 8"61' 1' 4"12'8"106'6"116'11"68'1"A B C D E F G H I J KL MN O PQR 5 12 2.5 12 3X5(A1)1.5X4 3X4 5X5 6X8 5X8 5X5 3X5 3X4 5X6 5X61.5X4 5X12 3X4 1.5X4 3X5(F1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -429# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 186 /-429 /-/233 /285 /302 R 2584 /-/-/1261 /1460 /- K 861 /-/-/628 /515 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 R Brg Width = 3.5 Min Req =3.0 K Brg Width = 7.6 Min Req =1.5 Bearings B, R, & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1383 -542 C - D 1836 -853 D - E 1107 -416 E - F 1030 -378 F - G 411 -560 Chords Tens.Comp. G - H 419 -568 H - I 629 -974 I - J 983 -1780 J - K 1451 -2562 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 592 -1250 S - R 591 -1256 R - Q 1093 -1699 P - O 855 -203 Chords Tens.Comp. O - N 1535 -626 N - M 2361 -1260 M - K 2353 -1250 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 513 -718 D - R 1033 -1893 D - Q 1552 -708 E - Q 278 -564 Q - F 725 -1227 F - P 1059 -475 Webs Tens.Comp. P - H 296 -493 H - O 635 -379 O - I 577 -926 I - N 649 -269 N - J 578 -716 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.186 J 999 360 VERT(CL):0.356 J 971 240 HORZ(LL):0.075 M - - HORZ(TL):0.141 M - - Creep Factor: 2.0 Max TC CSI:0.860 Max BC CSI:0.888 Max Web CSI:0.961 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T22 Ply: 1 Qty:1 SEQN:176140 /HIPS FROM: Cust: R 761 JRef:1X707610001 T19 / DrwNo:193.21.0723.06328 SSB /WHK 07/12/2021 12'8"10 29'1"6 6'10"13 6'10"13 12'10"6 5'11"9 14'11"1 2'0"11 19'5" 4'5"15 24'0"11 4'7"11 26'10"15 2'10"4 29'9"9 2'10"10 35'6"1 5'8"8 41'10" 6'3"15 6'9"1 6'9"1 12'10"6 6'1"5 15'0"13 2'2"7 23'10"15 8'10"2 26'10"15 3' 30'1"1 3'2"2 35'7"13 5'6"12 41'1"10 5'5"13 41'10" 8"61' 1' 4"1 2'3"106'6"116'11"6(a) 8'1"A B C D E F G H I J K LM NOP QRS 5 12 2.5 12 3X5(A1)1.5X4 3X4 5X5 6X8 5X6 5X8 3X4 5X10(SRS) 1.5X4 5X8 3X4 3X4 5X5 3X4 1.5X4 3X5(F1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -429# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 186 /-429 /-/233 /285 /302 R 2584 /-/-/1261 /1460 /- K 861 /-/-/628 /515 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 R Brg Width = 3.5 Min Req =3.0 K Brg Width = 7.6 Min Req =1.5 Bearings B, R, & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1383 -542 C - D 1836 -853 D - E 1107 -416 E - F 1030 -378 F - G 411 -560 Chords Tens.Comp. G - H 419 -568 H - I 629 -974 I - J 983 -1780 J - K 1451 -2562 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 592 -1250 S - R 591 -1256 R - Q 1093 -1699 P - O 855 -203 Chords Tens.Comp. O - N 1535 -626 N - M 2361 -1260 M - K 2353 -1250 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 513 -718 D - R 1033 -1893 D - Q 1552 -708 E - Q 278 -564 Q - F 725 -1227 F - P 1059 -475 Webs Tens.Comp. P - H 296 -493 H - O 635 -379 O - I 577 -926 I - N 649 -269 N - J 578 -716 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.186 J 999 360 VERT(CL):0.356 J 971 240 HORZ(LL):0.075 M - - HORZ(TL):0.141 M - - Creep Factor: 2.0 Max TC CSI:0.860 Max BC CSI:0.888 Max Web CSI:0.961 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T22 Ply: 1 Qty:1 SEQN:176140 /HIPS FROM: Cust: R 761 JRef:1X707610001 T19 / DrwNo:193.21.0723.06328 SSB /WHK 07/12/2021 12'8"10 29'1"6 6'10"13 6'10"13 12'10"6 5'11"9 14'11"1 2'0"11 19'5" 4'5"15 24'0"11 4'7"11 26'10"15 2'10"4 29'9"9 2'10"10 35'6"1 5'8"8 41'10" 6'3"15 6'9"1 6'9"1 12'10"6 6'1"5 15'0"13 2'2"7 23'10"15 8'10"2 26'10"15 3' 30'1"1 3'2"2 35'7"13 5'6"12 41'1"10 5'5"13 41'10" 8"61' 1' 4"1 2'3"106'6"116'11"6(a) 8'1"A B C D E F G H I J K LM NOP QRS 5 12 2.5 12 3X5(A1)1.5X4 3X4 5X5 6X8 5X6 5X8 3X4 5X10(SRS) 1.5X4 5X8 3X4 3X4 5X5 3X4 1.5X4 3X5(F1) 07/12/2021 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; B1 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -311# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 277 /-311 /-/227 /213 /266 R 2351 /-/-/1135 /1350 /- J 940 /-/-/660 /562 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 R Brg Width = 7.6 Min Req =1.9 J Brg Width = 7.6 Min Req =1.5 Bearings B, R, & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1151 -409 C - D 1335 -620 D - E 1173 -489 E - F 549 -768 Chords Tens.Comp. F - G 563 -783 G - H 967 -1569 H - I 1391 -2439 I - J 1655 -2881 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 502 -1036 Q - P 1002 -2081 O - N 1426 -586 Chords Tens.Comp. N - M 2142 -1033 M - L 2665 -1463 L - J 2646 -1447 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 414 -561 P - D 502 -767 P - E 803 -1390 E - O 1344 -665 O - G 412 -721 Webs Tens.Comp. N - H 568 -912 G - N 640 -294 H - M 683 -328 M - I 359 -384 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.232 M 999 360 VERT(CL):0.430 M 815 240 HORZ(LL):0.098 L - - HORZ(TL):0.182 L - - Creep Factor: 2.0 Max TC CSI:0.805 Max BC CSI:0.938 Max Web CSI:0.711 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T23 Ply: 1 Qty:1 SEQN:176137 /HIPS FROM: Cust: R 761 JRef:1X707610001 T53 / DrwNo:193.21.0723.06390 SSB /WHK 07/12/2021 B1 12'5"13 29'4"3 6'10"13 6'10"13 12'11"1 6'0"4 17'5" 4'5"15 22'0"11 4'7"11 28'10"15 6'10"4 31'9"9 2'10"10 36'6"1 4'8"8 41'10" 5'3"15 6'9"1 6'9"1 12'10"6 6'1"5 21'10"15 9'0"9 28'10"15 7' 32'1"1 3'2"2 36'7"13 4'6"12 41'1"10 4'5"13 41'10" 8"61' 1' 4"1 1'10"105'8"116'1"6(a) 8'1"A B C D E F G H I J KL MNO PQR 5 12 2.5 12 3X5(A1)1.5X4 3X4 5X12 5X6 4X4 5X10(SRS) 1.5X4 5X8 3X4 3X4 5X5 3X4 1.5X4 3X5(F1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -311# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 277 /-311 /-/227 /213 /266 R 2351 /-/-/1135 /1350 /- J 940 /-/-/660 /562 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 R Brg Width = 7.6 Min Req =1.9 J Brg Width = 7.6 Min Req =1.5 Bearings B, R, & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1151 -409 C - D 1335 -620 D - E 1173 -489 E - F 549 -768 Chords Tens.Comp. F - G 563 -783 G - H 967 -1569 H - I 1391 -2439 I - J 1655 -2881 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 502 -1036 Q - P 1002 -2081 O - N 1426 -586 Chords Tens.Comp. N - M 2142 -1033 M - L 2665 -1463 L - J 2646 -1447 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 414 -561 P - D 502 -767 P - E 803 -1390 E - O 1344 -665 O - G 412 -721 Webs Tens.Comp. N - H 568 -912 G - N 640 -294 H - M 683 -328 M - I 359 -384 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.232 M 999 360 VERT(CL):0.430 M 815 240 HORZ(LL):0.098 L - - HORZ(TL):0.182 L - - Creep Factor: 2.0 Max TC CSI:0.805 Max BC CSI:0.938 Max Web CSI:0.711 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T23 Ply: 1 Qty:1 SEQN:176137 /HIPS FROM: Cust: R 761 JRef:1X707610001 T53 / DrwNo:193.21.0723.06390 SSB /WHK 07/12/2021 B1 12'5"13 29'4"3 6'10"13 6'10"13 12'11"1 6'0"4 17'5" 4'5"15 22'0"11 4'7"11 28'10"15 6'10"4 31'9"9 2'10"10 36'6"1 4'8"8 41'10" 5'3"15 6'9"1 6'9"1 12'10"6 6'1"5 21'10"15 9'0"9 28'10"15 7' 32'1"1 3'2"2 36'7"13 4'6"12 41'1"10 4'5"13 41'10" 8"61' 1' 4"1 1'10"105'8"116'1"6(a) 8'1"A B C D E F G H I J KL MNO PQR 5 12 2.5 12 3X5(A1)1.5X4 3X4 5X12 5X6 4X4 5X10(SRS) 1.5X4 5X8 3X4 3X4 5X5 3X4 1.5X4 3X5(F1) 07/12/2021 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; B1 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -416# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 206 /-416 /-/200 /240 /262 U 2521 /-/-/1236 /1435 /- K 894 /-/-/625 /535 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 U Brg Width = 7.6 Min Req =2.1 K Brg Width = 7.6 Min Req =1.5 Bearings B, U, & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1290 -540 C - D 1636 -770 D - E 1653 -750 F - G 595 -830 Chords Tens.Comp. G - H 595 -830 H - I 828 -1264 I - J 811 -1311 J - K 1452 -2591 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 626 -1169 T - S 625 -1175 S - R 1894 -3010 R - Q 1072 -1700 Chords Tens.Comp. P - O 1299 -562 O - N 1298 -563 N - M 2241 -1177 M - K 2375 -1233 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 472 -661 D - R 259 -488 E - R 735 -1106 E - Q 1837 -998 Q - F 662 -952 Webs Tens.Comp. F - P 912 -499 P - H 342 -622 I - N 786 -483 N - J 785 -1169 J - M 592 -196 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.197 J 999 360 VERT(CL):0.372 J 943 240 HORZ(LL):0.071 M - - HORZ(TL):0.132 M - - Creep Factor: 2.0 Max TC CSI:0.825 Max BC CSI:0.720 Max Web CSI:0.950 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T24 Ply: 1 Qty:1 SEQN:176134 /SPEC FROM: Cust: R 761 JRef:1X707610001 T40 / DrwNo:193.21.0723.06125 SSB /WHK 07/12/2021 B1 12'5"13 29'4"3 5'11"3 5'11"3 10'11"1 4'11"15 12'10"6 1'11"5 20'2"7 7'4"1 23'8" 3'5"9 27'5"1 3'9"1 29'2" 1'8"15 33'9"9 4'7"9 41'10" 8'0"7 5'9"7 5'9"7 10'11"1 5'1"11 12'10"6 1'11"5 19'10"15 7'0"9 23'8" 3'9"1 27'3"5 3'7"5 29'2" 1'10"11 34'1"1 4'11"1 41'1"10 7'0"9 41'10" 8"61' 1' 4"14'10"111'5"105'7"66'0"2(a) 8'1"A B C D E F G H I J K LMNOPQ RSTU 5 12 2.5 12 3X5(A1) 1.5X4 3X4 5X8 3X4 4X5 6X8 5X6 3X4 1.5X4 3X8 1.5X4 5X10(SRS) 5X6 3X8 3X4 5X5 3X5(F1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -416# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 206 /-416 /-/200 /240 /262 U 2521 /-/-/1236 /1435 /- K 894 /-/-/625 /535 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 U Brg Width = 7.6 Min Req =2.1 K Brg Width = 7.6 Min Req =1.5 Bearings B, U, & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1290 -540 C - D 1636 -770 D - E 1653 -750 F - G 595 -830 Chords Tens.Comp. G - H 595 -830 H - I 828 -1264 I - J 811 -1311 J - K 1452 -2591 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 626 -1169 T - S 625 -1175 S - R 1894 -3010 R - Q 1072 -1700 Chords Tens.Comp. P - O 1299 -562 O - N 1298 -563 N - M 2241 -1177 M - K 2375 -1233 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 472 -661 D - R 259 -488 E - R 735 -1106 E - Q 1837 -998 Q - F 662 -952 Webs Tens.Comp. F - P 912 -499 P - H 342 -622 I - N 786 -483 N - J 785 -1169 J - M 592 -196 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.197 J 999 360 VERT(CL):0.372 J 943 240 HORZ(LL):0.071 M - - HORZ(TL):0.132 M - - Creep Factor: 2.0 Max TC CSI:0.825 Max BC CSI:0.720 Max Web CSI:0.950 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T24 Ply: 1 Qty:1 SEQN:176134 /SPEC FROM: Cust: R 761 JRef:1X707610001 T40 / DrwNo:193.21.0723.06125 SSB /WHK 07/12/2021 B1 12'5"13 29'4"3 5'11"3 5'11"3 10'11"1 4'11"15 12'10"6 1'11"5 20'2"7 7'4"1 23'8" 3'5"9 27'5"1 3'9"1 29'2" 1'8"15 33'9"9 4'7"9 41'10" 8'0"7 5'9"7 5'9"7 10'11"1 5'1"11 12'10"6 1'11"5 19'10"15 7'0"9 23'8" 3'9"1 27'3"5 3'7"5 29'2" 1'10"11 34'1"1 4'11"1 41'1"10 7'0"9 41'10" 8"61' 1' 4"14'10"111'5"105'7"66'0"2(a) 8'1"A B C D E F G H I J K LMNOPQ RSTU 5 12 2.5 12 3X5(A1) 1.5X4 3X4 5X8 3X4 4X5 6X8 5X6 3X4 1.5X4 3X8 1.5X4 5X10(SRS) 5X6 3X8 3X4 5X5 3X5(F1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -301# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 274 /-301 /-/184 /164 /262 R 2407 /-/-/1172 /1399 /- K 886 /-/-/603 /521 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 R Brg Width = 10.8 Min Req =1.5 K Brg Width = 7.6 Min Req =1.5 Bearings B, R, & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1049 -329 C - D 1186 -534 D - E 2067 -1056 E - F 781 -360 F - G 343 -467 Chords Tens.Comp. G - H 343 -467 H - I 731 -1176 I - J 711 -1218 J - K 1508 -2711 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 428 -938 S - R 691 -1093 R - Q 1302 -2069 Q - P 531 -669 Chords Tens.Comp. P - O 1208 -509 O - N 1206 -511 N - M 2350 -1254 M - K 2493 -1309 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 392 -407 D - S 426 -139 D - R 797 -1460 R - E 690 -1054 E - Q 1481 -780 Q - F 689 -1053 Webs Tens.Comp. F - P 1342 -771 P - H 535 -930 I - N 545 -244 N - J 883 -1318 J - M 581 -184 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.198 J 999 360 VERT(CL):0.377 J 905 240 HORZ(LL):0.065 M - - HORZ(TL):0.121 M - - Creep Factor: 2.0 Max TC CSI:0.724 Max BC CSI:0.989 Max Web CSI:0.775 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T25 Ply: 1 Qty:1 SEQN:176131 /SPEC FROM: Cust: R 761 JRef:1X707610001 T50 / DrwNo:193.21.0723.06406 SSB /WHK 07/12/2021 13'4"5 28'5"11 4'9"7 4'9"7 8'11"1 4'1"11 13'4"12 4'5"11 18'2"7 4'9"11 21'8" 3'5"9 25'5"1 3'9"1 29'2" 3'8"15 35'9"9 6'7"9 41'10" 6'0"7 8'11"1 8'11"1 13'4"12 4'5"11 17'10"15 4'6"3 21'8" 3'9"1 25'3"5 3'7"5 29'2" 3'10"11 36'1"1 6'11"1 41'1"10 5'0"9 41'10" 8"61' 1' 4"14'0"111"5 1'0"105'7"66'0"2(a) 8'1"A B C D E F G H I J K LMNOPQ RS 5 12 2.5 12 3X5(A1) 1.5X4 5X8 3X4 4X7 4X4 5X6 4X4 1.5X4 3X10 5X6 5X10(SRS) 5X6 4X7 3X4 5X5 3X5(F1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -301# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 274 /-301 /-/184 /164 /262 R 2407 /-/-/1172 /1399 /- K 886 /-/-/603 /521 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 R Brg Width = 10.8 Min Req =1.5 K Brg Width = 7.6 Min Req =1.5 Bearings B, R, & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1049 -329 C - D 1186 -534 D - E 2067 -1056 E - F 781 -360 F - G 343 -467 Chords Tens.Comp. G - H 343 -467 H - I 731 -1176 I - J 711 -1218 J - K 1508 -2711 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 428 -938 S - R 691 -1093 R - Q 1302 -2069 Q - P 531 -669 Chords Tens.Comp. P - O 1208 -509 O - N 1206 -511 N - M 2350 -1254 M - K 2493 -1309 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 392 -407 D - S 426 -139 D - R 797 -1460 R - E 690 -1054 E - Q 1481 -780 Q - F 689 -1053 Webs Tens.Comp. F - P 1342 -771 P - H 535 -930 I - N 545 -244 N - J 883 -1318 J - M 581 -184 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.198 J 999 360 VERT(CL):0.377 J 905 240 HORZ(LL):0.065 M - - HORZ(TL):0.121 M - - Creep Factor: 2.0 Max TC CSI:0.724 Max BC CSI:0.989 Max Web CSI:0.775 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T25 Ply: 1 Qty:1 SEQN:176131 /SPEC FROM: Cust: R 761 JRef:1X707610001 T50 / DrwNo:193.21.0723.06406 SSB /WHK 07/12/2021 13'4"5 28'5"11 4'9"7 4'9"7 8'11"1 4'1"11 13'4"12 4'5"11 18'2"7 4'9"11 21'8" 3'5"9 25'5"1 3'9"1 29'2" 3'8"15 35'9"9 6'7"9 41'10" 6'0"7 8'11"1 8'11"1 13'4"12 4'5"11 17'10"15 4'6"3 21'8" 3'9"1 25'3"5 3'7"5 29'2" 3'10"11 36'1"1 6'11"1 41'1"10 5'0"9 41'10" 8"61' 1' 4"14'0"111"5 1'0"105'7"66'0"2(a) 8'1"A B C D E F G H I J K LMNOPQ RS 5 12 2.5 12 3X5(A1) 1.5X4 5X8 3X4 4X7 4X4 5X6 4X4 1.5X4 3X10 5X6 5X10(SRS) 5X6 4X7 3X4 5X5 3X5(F1) 07/12/2021 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; W5 2x4 SP 2250f-1.9E; 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 Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 540 /-/-/341 /282 /262 R 1843 /-/-/937 /1060 /- K 975 /-/-/637 /580 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 R Brg Width = 10.8 Min Req =2.2 K Brg Width = 7.6 Min Req =1.5 Bearings B, R, & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 299 -674 D - E 909 -366 E - F 452 -607 F - G 452 -607 Chords Tens.Comp. G - H 841 -1366 H - I 856 -1356 I - J 1746 -2937 J - K 1654 -2988 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 565 -266 T - S 572 -265 S - R 199 -401 Q - P 604 -982 Chords Tens.Comp. P - O 1750 -933 O - N 1746 -935 N - M 1707 -909 M - K 2734 -1451 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 328 -576 S - D 411 -155 D - R 547 -976 R - Q 796 -1303 Q - E 744 -1161 E - P 1794 -1001 Webs Tens.Comp. P - G 771 -1321 G - N 466 -580 H - N 720 -373 N - I 478 -588 I - M 1163 -636 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.177 I 999 360 VERT(CL):0.332 I 959 240 HORZ(LL):0.045 M - - HORZ(TL):0.084 M - - Creep Factor: 2.0 Max TC CSI:0.589 Max BC CSI:0.959 Max Web CSI:0.581 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T26 Ply: 1 Qty:1 SEQN:176125 /SPEC FROM: Cust: R 761 JRef:1X707610001 T51 / DrwNo:193.21.0723.05360 SSB /WHK 07/12/2021 W5 15'4"5 26'5"11 6'11"1 6'11"1 11'3"10 4'4"9 15'4"12 4'1"1 19'3"2 3'10"7 23'5"1 4'1"15 29'2" 5'8"15 33'7"9 4'5"9 37'11"5 4'3"13 41'10" 3'10"11 7'0"13 7'0"13 11'0"2 3'11"5 15'4"12 4'4"9 19'3"2 3'10"7 23'3"5 4'0"3 29'2" 5'10"11 38'1"1 8'11"1 41'1"10 3'0"9 41'10" 8"6 1'1' 4"13'2"117"105'7"66'0"28'1"A B C D E F G H I J K LMNOP QRST 5 12 2.5 12 3X5(A1) 5X8 1.5X4 3X4 3X4 6X63X3 4X5 1.5X4 3X12 1.5X4 5X10(SRS) 5X6 5X8 3X4 1.5X4 5X12 3X5(F1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: 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; W5 2x4 SP 2250f-1.9E; 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 Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 540 /-/-/341 /282 /262 R 1843 /-/-/937 /1060 /- K 975 /-/-/637 /580 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 R Brg Width = 10.8 Min Req =2.2 K Brg Width = 7.6 Min Req =1.5 Bearings B, R, & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 299 -674 D - E 909 -366 E - F 452 -607 F - G 452 -607 Chords Tens.Comp. G - H 841 -1366 H - I 856 -1356 I - J 1746 -2937 J - K 1654 -2988 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 565 -266 T - S 572 -265 S - R 199 -401 Q - P 604 -982 Chords Tens.Comp. P - O 1750 -933 O - N 1746 -935 N - M 1707 -909 M - K 2734 -1451 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 328 -576 S - D 411 -155 D - R 547 -976 R - Q 796 -1303 Q - E 744 -1161 E - P 1794 -1001 Webs Tens.Comp. P - G 771 -1321 G - N 466 -580 H - N 720 -373 N - I 478 -588 I - M 1163 -636 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.18 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.177 I 999 360 VERT(CL):0.332 I 959 240 HORZ(LL):0.045 M - - HORZ(TL):0.084 M - - Creep Factor: 2.0 Max TC CSI:0.589 Max BC CSI:0.959 Max Web CSI:0.581 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T26 Ply: 1 Qty:1 SEQN:176125 /SPEC FROM: Cust: R 761 JRef:1X707610001 T51 / DrwNo:193.21.0723.05360 SSB /WHK 07/12/2021 W5 15'4"5 26'5"11 6'11"1 6'11"1 11'3"10 4'4"9 15'4"12 4'1"1 19'3"2 3'10"7 23'5"1 4'1"15 29'2" 5'8"15 33'7"9 4'5"9 37'11"5 4'3"13 41'10" 3'10"11 7'0"13 7'0"13 11'0"2 3'11"5 15'4"12 4'4"9 19'3"2 3'10"7 23'3"5 4'0"3 29'2" 5'10"11 38'1"1 8'11"1 41'1"10 3'0"9 41'10" 8"6 1'1' 4"13'2"117"105'7"66'0"28'1"A B C D E F G H I J K LMNOP QRST 5 12 2.5 12 3X5(A1) 5X8 1.5X4 3X4 3X4 6X63X3 4X5 1.5X4 3X12 1.5X4 5X10(SRS) 5X6 5X8 3X4 1.5X4 5X12 3X5(F1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 932 /-/-/450 /556 /227 G 1001 /-/-/579 /585 /- Wind reactions based on MWFRS N Brg Width = 3.6 Min Req =1.5 G Brg Width = 7.6 Min Req =1.5 Bearings N & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 999 -1796 B - C 1195 -2068 C - D 821 -1291 Chords Tens.Comp. D - E 812 -1314 E - F 1104 -1918 F - G 1433 -2516 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1466 -717 K - J 1717 -884 Chords Tens.Comp. J - I 2172 -1239 I - G 2265 -1252 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - M 559 -904 A - L 2009 -1148 M - N 545 -930 L - B 683 -1015 L - C 542 -252 Webs Tens.Comp. C - K 336 -414 D - K 718 -390 K - E 475 -637 J - F 357 -442 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.117 E 999 360 VERT(CL):0.217 E 999 240 HORZ(LL):0.049 I - - HORZ(TL):0.091 I - - Creep Factor: 2.0 Max TC CSI:0.454 Max BC CSI:0.809 Max Web CSI:0.453 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T27 Ply: 1 Qty:1 SEQN:176121 /SPEC FROM: Cust: R 761 JRef:1X707610001 T37 / DrwNo:193.21.0723.05018 SSB /WHK 07/12/2021 24'11"15 4'7" 4'7" 8'5"7 3'10"7 12'3"15 3'10"7 17'7"12 5'3"13 24'11"15 7'4"3 3"8 3"8 4'5"4 4'1"12 12'3"15 7'10"11 17'11"4 5'7"5 23'3" 5'3"13 24'3"9 1'0"9 24'11"15 8"6 1'2'4"114"12"105'7"66'0"28'1" A B C D E F G HIJKLM N 5 12 2.5 12 4X6 3X3 4X10 5X5 3X4 4X4 5X8 3X4 3X4 3X4 5X5 3X5(F1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 932 /-/-/450 /556 /227 G 1001 /-/-/579 /585 /- Wind reactions based on MWFRS N Brg Width = 3.6 Min Req =1.5 G Brg Width = 7.6 Min Req =1.5 Bearings N & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 999 -1796 B - C 1195 -2068 C - D 821 -1291 Chords Tens.Comp. D - E 812 -1314 E - F 1104 -1918 F - G 1433 -2516 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1466 -717 K - J 1717 -884 Chords Tens.Comp. J - I 2172 -1239 I - G 2265 -1252 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - M 559 -904 A - L 2009 -1148 M - N 545 -930 L - B 683 -1015 L - C 542 -252 Webs Tens.Comp. C - K 336 -414 D - K 718 -390 K - E 475 -637 J - F 357 -442 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.117 E 999 360 VERT(CL):0.217 E 999 240 HORZ(LL):0.049 I - - HORZ(TL):0.091 I - - Creep Factor: 2.0 Max TC CSI:0.454 Max BC CSI:0.809 Max Web CSI:0.453 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T27 Ply: 1 Qty:1 SEQN:176121 /SPEC FROM: Cust: R 761 JRef:1X707610001 T37 / DrwNo:193.21.0723.05018 SSB /WHK 07/12/2021 24'11"15 4'7" 4'7" 8'5"7 3'10"7 12'3"15 3'10"7 17'7"12 5'3"13 24'11"15 7'4"3 3"8 3"8 4'5"4 4'1"12 12'3"15 7'10"11 17'11"4 5'7"5 23'3" 5'3"13 24'3"9 1'0"9 24'11"15 8"6 1'2'4"114"12"105'7"66'0"28'1" A B C D E F G HIJKLM N 5 12 2.5 12 4X6 3X3 4X10 5X5 3X4 4X4 5X8 3X4 3X4 3X4 5X5 3X5(F1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 945 /-/-/473 /552 /222 F 1019 /-/-/594 /595 /- Wind reactions based on MWFRS L Brg Width = 7.6 Min Req =1.5 F Brg Width = 7.6 Min Req =1.5 Bearings L & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1001 -1726 B - C 1104 -1878 C - D 831 -1315 Chords Tens.Comp. D - E 834 -1318 E - F 1094 -1893 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1910 -1027 J - I 1693 -884 Chords Tens.Comp. I - H 1687 -895 H - F 1691 -894 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 549 -904 A - K 1901 -1102 K - B 532 -813 Webs Tens.Comp. C - I 433 -595 D - I 639 -331 I - E 445 -588 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.094 I 999 360 VERT(CL):0.175 I 999 240 HORZ(LL):0.034 H - - HORZ(TL):0.062 H - - Creep Factor: 2.0 Max TC CSI:0.487 Max BC CSI:0.518 Max Web CSI:0.449 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T28 Ply: 1 Qty:1 SEQN:176065 /SPEC FROM: Cust: R 761 JRef:1X707610001 T33 / DrwNo:193.21.0723.05593 SSB /WHK 07/12/2021 25'4" 2'11"1 2'11"1 6'9"10 3'10"9 12'8" 5'10"6 18'6"6 5'10"6 25'4" 6'9"10 2'7"1 2'7"1 6'6"2 3'11"1 12'8" 6'1"14 18'8"2 6'0"2 25'4" 6'7"14 1'1'6"114"15'7"66'0"28'1" A B C D E F G HIJKL 5 12 3X8 1.5X6 3X8 5X5 3X4 3X4 4X4 5X8 3X4 1.5X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 945 /-/-/473 /552 /222 F 1019 /-/-/594 /595 /- Wind reactions based on MWFRS L Brg Width = 7.6 Min Req =1.5 F Brg Width = 7.6 Min Req =1.5 Bearings L & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1001 -1726 B - C 1104 -1878 C - D 831 -1315 Chords Tens.Comp. D - E 834 -1318 E - F 1094 -1893 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1910 -1027 J - I 1693 -884 Chords Tens.Comp. I - H 1687 -895 H - F 1691 -894 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 549 -904 A - K 1901 -1102 K - B 532 -813 Webs Tens.Comp. C - I 433 -595 D - I 639 -331 I - E 445 -588 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.094 I 999 360 VERT(CL):0.175 I 999 240 HORZ(LL):0.034 H - - HORZ(TL):0.062 H - - Creep Factor: 2.0 Max TC CSI:0.487 Max BC CSI:0.518 Max Web CSI:0.449 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T28 Ply: 1 Qty:1 SEQN:176065 /SPEC FROM: Cust: R 761 JRef:1X707610001 T33 / DrwNo:193.21.0723.05593 SSB /WHK 07/12/2021 25'4" 2'11"1 2'11"1 6'9"10 3'10"9 12'8" 5'10"6 18'6"6 5'10"6 25'4" 6'9"10 2'7"1 2'7"1 6'6"2 3'11"1 12'8" 6'1"14 18'8"2 6'0"2 25'4" 6'7"14 1'1'6"114"15'7"66'0"28'1" A B C D E F G HIJKL 5 12 3X8 1.5X6 3X8 5X5 3X4 3X4 4X4 5X8 3X4 1.5X4 3X4(A1) 07/12/2021 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 1012 /-/-/588 /593 /236 F 1012 /-/-/588 /593 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 F Brg Width = 7.6 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1093 -1881 C - D 827 -1300 Chords Tens.Comp. D - E 827 -1300 E - F 1093 -1881 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1681 -894 J - I 1677 -895 Chords Tens.Comp. I - H 1677 -895 H - F 1681 -894 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 450 -594 D - I 629 -333 Webs Tens.Comp. I - E 450 -594 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.090 I 999 360 VERT(CL):0.167 I 999 240 HORZ(LL):0.036 H - - HORZ(TL):0.066 H - - Creep Factor: 2.0 Max TC CSI:0.485 Max BC CSI:0.508 Max Web CSI:0.456 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T29 Ply: 1 Qty:4 SEQN:176068 /COMN FROM: Cust: R 761 JRef:1X707610001 T22 / DrwNo:193.21.0723.05017 SSB /WHK 07/12/2021 25'4" 6'8"12 6'8"12 12'8" 5'11"4 18'7"4 5'11"4 25'4" 6'8"12 6'7" 6'7" 12'8" 6'1" 18'9" 6'1" 25'4" 6'7"1'1' 4"15'7"66'0"28'1"A B C D E F G HIJ 5 12 3X4(A1)1.5X4 3X4 4X4 5X8 3X4 1.5X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1012 /-/-/588 /593 /236 F 1012 /-/-/588 /593 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 F Brg Width = 7.6 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1093 -1881 C - D 827 -1300 Chords Tens.Comp. D - E 827 -1300 E - F 1093 -1881 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1681 -894 J - I 1677 -895 Chords Tens.Comp. I - H 1677 -895 H - F 1681 -894 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 450 -594 D - I 629 -333 Webs Tens.Comp. I - E 450 -594 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.090 I 999 360 VERT(CL):0.167 I 999 240 HORZ(LL):0.036 H - - HORZ(TL):0.066 H - - Creep Factor: 2.0 Max TC CSI:0.485 Max BC CSI:0.508 Max Web CSI:0.456 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T29 Ply: 1 Qty:4 SEQN:176068 /COMN FROM: Cust: R 761 JRef:1X707610001 T22 / DrwNo:193.21.0723.05017 SSB /WHK 07/12/2021 25'4" 6'8"12 6'8"12 12'8" 5'11"4 18'7"4 5'11"4 25'4" 6'8"12 6'7" 6'7" 12'8" 6'1" 18'9" 6'1" 25'4" 6'7"1'1' 4"15'7"66'0"28'1"A B C D E F G HIJ 5 12 3X4(A1)1.5X4 3X4 4X4 5X8 3X4 1.5X4 3X4(A1) 07/12/2021 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 951 /-/-/522 /551 /222 E 1013 /-/-/587 /594 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req =1.5 E Brg Width = 7.6 Min Req =1.5 Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1102 -1895 B - C 830 -1304 Chords Tens.Comp. C - D 830 -1303 D - E 1095 -1885 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 1695 -904 I - H 1691 -905 Chords Tens.Comp. H - G 1681 -898 G - E 1685 -897 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 458 -606 C - H 633 -336 Webs Tens.Comp. H - D 450 -595 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.089 H 999 360 VERT(CL):0.166 H 999 240 HORZ(LL):0.036 G - - HORZ(TL):0.066 G - - Creep Factor: 2.0 Max TC CSI:0.494 Max BC CSI:0.529 Max Web CSI:0.465 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T29A Ply: 1 Qty:1 SEQN:176071 /COMN FROM: Cust: R 761 JRef:1X707610001 T30 / DrwNo:193.21.0723.05657 SSB /WHK 07/12/2021 25'4" 6'8"12 6'8"12 12'8" 5'11"4 18'7"4 5'11"4 25'4" 6'8"12 6'7" 6'7" 12'8" 6'1" 18'9" 6'1" 25'4" 6'7"1' 4"15'7"66'0"28'1" A B C D E F GHI 5 12 3X4(A1)1.5X4 3X4 4X4 5X8 3X4 1.5X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 951 /-/-/522 /551 /222 E 1013 /-/-/587 /594 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req =1.5 E Brg Width = 7.6 Min Req =1.5 Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1102 -1895 B - C 830 -1304 Chords Tens.Comp. C - D 830 -1303 D - E 1095 -1885 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 1695 -904 I - H 1691 -905 Chords Tens.Comp. H - G 1681 -898 G - E 1685 -897 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 458 -606 C - H 633 -336 Webs Tens.Comp. H - D 450 -595 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.089 H 999 360 VERT(CL):0.166 H 999 240 HORZ(LL):0.036 G - - HORZ(TL):0.066 G - - Creep Factor: 2.0 Max TC CSI:0.494 Max BC CSI:0.529 Max Web CSI:0.465 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T29A Ply: 1 Qty:1 SEQN:176071 /COMN FROM: Cust: R 761 JRef:1X707610001 T30 / DrwNo:193.21.0723.05657 SSB /WHK 07/12/2021 25'4" 6'8"12 6'8"12 12'8" 5'11"4 18'7"4 5'11"4 25'4" 6'8"12 6'7" 6'7" 12'8" 6'1" 18'9" 6'1" 25'4" 6'7"1' 4"15'7"66'0"28'1" A B C D E F GHI 5 12 3X4(A1)1.5X4 3X4 4X4 5X8 3X4 1.5X4 3X4(A1) 07/12/2021 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 1012 /-/-/592 /593 /224 G 1012 /-/-/592 /593 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 G Brg Width = 7.6 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1088 -1874 C - D 830 -1301 D - E 839 -1189 Chords Tens.Comp. E - F 830 -1301 F - G 1088 -1874 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1673 -888 K - J 1669 -890 Chords Tens.Comp. J - I 1669 -890 I - G 1673 -888 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 438 -584 Webs Tens.Comp. J - F 438 -584 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.088 J 999 360 VERT(CL):0.162 J 999 240 HORZ(LL):0.036 I - - HORZ(TL):0.066 I - - Creep Factor: 2.0 Max TC CSI:0.480 Max BC CSI:0.516 Max Web CSI:0.419 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T30 Ply: 1 Qty:1 SEQN:176075 /HIPS FROM: Cust: R 761 JRef:1X707610001 T82 / DrwNo:193.21.0723.05437 SSB /WHK 07/12/2021 25'4" 6'9"10 6'9"10 11'11"1 5'1"7 13'4"15 1'5"14 18'6"6 5'1"7 25'4" 6'9"10 6'7"14 6'7"14 12'8" 6'0"2 18'8"2 6'0"2 25'4" 6'7"141'1' 4"15'3"115'8"68'1"A B C D E F G H IJK 5 12 3X4(A1)1.5X4 3X4 4X4 5X10 4X4 3X4 1.5X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1012 /-/-/592 /593 /224 G 1012 /-/-/592 /593 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 G Brg Width = 7.6 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1088 -1874 C - D 830 -1301 D - E 839 -1189 Chords Tens.Comp. E - F 830 -1301 F - G 1088 -1874 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1673 -888 K - J 1669 -890 Chords Tens.Comp. J - I 1669 -890 I - G 1673 -888 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 438 -584 Webs Tens.Comp. J - F 438 -584 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.088 J 999 360 VERT(CL):0.162 J 999 240 HORZ(LL):0.036 I - - HORZ(TL):0.066 I - - Creep Factor: 2.0 Max TC CSI:0.480 Max BC CSI:0.516 Max Web CSI:0.419 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T30 Ply: 1 Qty:1 SEQN:176075 /HIPS FROM: Cust: R 761 JRef:1X707610001 T82 / DrwNo:193.21.0723.05437 SSB /WHK 07/12/2021 25'4" 6'9"10 6'9"10 11'11"1 5'1"7 13'4"15 1'5"14 18'6"6 5'1"7 25'4" 6'9"10 6'7"14 6'7"14 12'8" 6'0"2 18'8"2 6'0"2 25'4" 6'7"141'1' 4"15'3"115'8"68'1"A B C D E F G H IJK 5 12 3X4(A1)1.5X4 3X4 4X4 5X10 4X4 3X4 1.5X4 3X4(A1) 07/12/2021 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 1012 /-/-/597 /595 /192 G 1012 /-/-/597 /595 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 G Brg Width = 7.6 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1162 -1882 C - D 939 -1555 D - E 931 -1369 Chords Tens.Comp. E - F 939 -1555 F - G 1162 -1882 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1698 -972 K - J 1389 -651 Chords Tens.Comp. J - I 1389 -651 I - G 1698 -972 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - K 442 -74 Webs Tens.Comp. E - I 442 -74 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.088 J 999 360 VERT(CL):0.163 J 999 240 HORZ(LL):0.035 I - - HORZ(TL):0.064 I - - Creep Factor: 2.0 Max TC CSI:0.353 Max BC CSI:0.862 Max Web CSI:0.169 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T31 Ply: 1 Qty:1 SEQN:176044 /HIPS FROM: Cust: R 761 JRef:1X707610001 T39 / DrwNo:193.21.0723.05954 SSB /WHK 07/12/2021 25'4" 5'3"6 5'3"6 9'11"1 4'7"10 15'4"15 5'5"14 20'0"9 4'7"10 25'4" 5'3"7 9'11"1 9'11"1 12'8" 2'8"15 15'4"15 2'8"15 25'4" 9'11"11'1' 4"14'5"114'10"68'1"A B C D E F G H IJK 5 12 3X4(A1) 1.5X4 4X7 3X4 5X5 4X7 3X4 1.5X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1012 /-/-/597 /595 /192 G 1012 /-/-/597 /595 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 G Brg Width = 7.6 Min Req =1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1162 -1882 C - D 939 -1555 D - E 931 -1369 Chords Tens.Comp. E - F 939 -1555 F - G 1162 -1882 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1698 -972 K - J 1389 -651 Chords Tens.Comp. J - I 1389 -651 I - G 1698 -972 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - K 442 -74 Webs Tens.Comp. E - I 442 -74 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.088 J 999 360 VERT(CL):0.163 J 999 240 HORZ(LL):0.035 I - - HORZ(TL):0.064 I - - Creep Factor: 2.0 Max TC CSI:0.353 Max BC CSI:0.862 Max Web CSI:0.169 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T31 Ply: 1 Qty:1 SEQN:176044 /HIPS FROM: Cust: R 761 JRef:1X707610001 T39 / DrwNo:193.21.0723.05954 SSB /WHK 07/12/2021 25'4" 5'3"6 5'3"6 9'11"1 4'7"10 15'4"15 5'5"14 20'0"9 4'7"10 25'4" 5'3"7 9'11"1 9'11"1 12'8" 2'8"15 15'4"15 2'8"15 25'4" 9'11"11'1' 4"14'5"114'10"68'1"A B C D E F G H IJK 5 12 3X4(A1) 1.5X4 4X7 3X4 5X5 4X7 3X4 1.5X4 3X4(A1) 07/12/2021 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 1012 /-/-/596 /596 /160 F 1012 /-/-/596 /596 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 F Brg Width = 7.6 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1046 -1794 C - D 1131 -1758 Chords Tens.Comp. D - E 1131 -1758 E - F 1046 -1794 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1587 -830 J - I 1595 -829 Chords Tens.Comp. I - H 1595 -829 H - F 1587 -830 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.095 D 999 360 VERT(CL):0.175 D 999 240 HORZ(LL):0.033 H - - HORZ(TL):0.061 H - - Creep Factor: 2.0 Max TC CSI:0.758 Max BC CSI:0.661 Max Web CSI:0.116 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T32 Ply: 1 Qty:1 SEQN:176040 /HIPS FROM: Cust: R 761 JRef:1X707610001 T11 / DrwNo:193.21.0723.06031 SSB /WHK 07/12/2021 25'4" 7'11"1 7'11"1 12'8" 4'8"15 17'4"15 4'8"15 25'4" 7'11"1 8'0"13 8'0"13 12'8" 4'7"3 17'3"3 4'7"3 25'4" 8'0"131'1' 4"13'7"114'0"68'1"A B C D E F G HIJ 5 12 3X4(A1) 4X8 1.5X4 1.5X4 5X8 1.5X4 4X8 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1012 /-/-/596 /596 /160 F 1012 /-/-/596 /596 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 F Brg Width = 7.6 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1046 -1794 C - D 1131 -1758 Chords Tens.Comp. D - E 1131 -1758 E - F 1046 -1794 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1587 -830 J - I 1595 -829 Chords Tens.Comp. I - H 1595 -829 H - F 1587 -830 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.095 D 999 360 VERT(CL):0.175 D 999 240 HORZ(LL):0.033 H - - HORZ(TL):0.061 H - - Creep Factor: 2.0 Max TC CSI:0.758 Max BC CSI:0.661 Max Web CSI:0.116 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T32 Ply: 1 Qty:1 SEQN:176040 /HIPS FROM: Cust: R 761 JRef:1X707610001 T11 / DrwNo:193.21.0723.06031 SSB /WHK 07/12/2021 25'4" 7'11"1 7'11"1 12'8" 4'8"15 17'4"15 4'8"15 25'4" 7'11"1 8'0"13 8'0"13 12'8" 4'7"3 17'3"3 4'7"3 25'4" 8'0"131'1' 4"13'7"114'0"68'1"A B C D E F G HIJ 5 12 3X4(A1) 4X8 1.5X4 1.5X4 5X8 1.5X4 4X8 3X4(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2700f-2.2E; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 5.92 TC: From 28 plf at 5.92 to 28 plf at 19.41 TC: From 55 plf at 19.41 to 55 plf at 26.33 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 5.95 BC: From 10 plf at 5.95 to 10 plf at 19.38 BC: From 20 plf at 19.38 to 20 plf at 25.33 BC: From 4 plf at 25.33 to 4 plf at 26.33 TC: 428 lb Conc. Load at 5.95,19.38 TC: 141 lb Conc. Load at 7.35, 9.35,11.35,13.35 15.35,17.35 BC: 228 lb Conc. Load at 5.95,19.38 BC: 106 lb Conc. Load at 7.35, 9.35,11.35,13.35 15.35,17.35 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 2175 /-/-/-/1328 /- F 2137 /-/-/-/1304 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.8 F Brg Width = 7.6 Min Req =1.8 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 2930 -4833 C - D 3647 -5991 Chords Tens.Comp. D - E 3646 -5991 E - F 2868 -4733 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 4404 -2654 J - I 4429 -2649 Chords Tens.Comp. I - H 4334 -2592 H - F 4311 -2597 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 429 0 C - I 1666 -1063 D - I 769 -734 Webs Tens.Comp. I - E 1767 -1125 H - E 398 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:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.306 D 981 360 VERT(CL):0.555 D 541 240 HORZ(LL):-0.071 H - - HORZ(TL):0.130 H - - Creep Factor: 2.0 Max TC CSI:0.821 Max BC CSI:0.683 Max Web CSI:0.956 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T33 Ply: 1 Qty:1 SEQN:176036 /HIPS FROM: Cust: R 761 JRef:1X707610001 T34 / DrwNo:193.21.0723.06609 SSB /WHK 07/12/2021 T2 25'4" 5'11"1 5'11"1 12'8" 6'8"15 19'4"15 6'8"15 25'4" 5'11"1 6'0"13 6'0"13 12'8" 6'7"3 19'3"3 6'7"3 25'4" 6'0"131'1' 4"12'9"113'2"68'1"A B C D E F G HIJ 5 12 4X8(A2) 5X12 1.5X4 1.5X6 H0510 1.5X4 5X12 4X8(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2700f-2.2E; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 5.92 TC: From 28 plf at 5.92 to 28 plf at 19.41 TC: From 55 plf at 19.41 to 55 plf at 26.33 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 5.95 BC: From 10 plf at 5.95 to 10 plf at 19.38 BC: From 20 plf at 19.38 to 20 plf at 25.33 BC: From 4 plf at 25.33 to 4 plf at 26.33 TC: 428 lb Conc. Load at 5.95,19.38 TC: 141 lb Conc. Load at 7.35, 9.35,11.35,13.35 15.35,17.35 BC: 228 lb Conc. Load at 5.95,19.38 BC: 106 lb Conc. Load at 7.35, 9.35,11.35,13.35 15.35,17.35 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 2175 /-/-/-/1328 /- F 2137 /-/-/-/1304 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.8 F Brg Width = 7.6 Min Req =1.8 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 2930 -4833 C - D 3647 -5991 Chords Tens.Comp. D - E 3646 -5991 E - F 2868 -4733 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 4404 -2654 J - I 4429 -2649 Chords Tens.Comp. I - H 4334 -2592 H - F 4311 -2597 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 429 0 C - I 1666 -1063 D - I 769 -734 Webs Tens.Comp. I - E 1767 -1125 H - E 398 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:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.306 D 981 360 VERT(CL):0.555 D 541 240 HORZ(LL):-0.071 H - - HORZ(TL):0.130 H - - Creep Factor: 2.0 Max TC CSI:0.821 Max BC CSI:0.683 Max Web CSI:0.956 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T33 Ply: 1 Qty:1 SEQN:176036 /HIPS FROM: Cust: R 761 JRef:1X707610001 T34 / DrwNo:193.21.0723.06609 SSB /WHK 07/12/2021 T2 25'4" 5'11"1 5'11"1 12'8" 6'8"15 19'4"15 6'8"15 25'4" 5'11"1 6'0"13 6'0"13 12'8" 6'7"3 19'3"3 6'7"3 25'4" 6'0"131'1' 4"12'9"113'2"68'1"A B C D E F G HIJ 5 12 4X8(A2) 5X12 1.5X4 1.5X6 H0510 1.5X4 5X12 4X8(A2) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 4.92 TC: From 28 plf at 4.92 to 28 plf at 16.80 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.95 BC: From 10 plf at 4.95 to 10 plf at 16.80 TC: 307 lb Conc. Load at 4.95 TC: 115 lb Conc. Load at 6.98, 8.98,10.98,12.98 14.98,16.44 BC: 175 lb Conc. Load at 4.95 BC: 87 lb Conc. Load at 6.98, 8.98,10.98,12.98 14.98,16.44 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 1240 /-/-/-/763 /- G 1332 /-/-/-/813 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 G Brg Width = 3.6 Min Req =1.6 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 1510 -2492 C - D 1366 -2320 Chords Tens.Comp. D - E 1300 -2296 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 2249 -1346 I - H 2582 -1619 Chords Tens.Comp. H - G 1526 -1011 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 507 -141 D - H 397 -356 Webs Tens.Comp. H - E 959 -360 E - G 1216 -1818 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.094 D 999 360 VERT(CL):0.170 D 999 240 HORZ(LL):-0.032 G - - HORZ(TL):0.057 G - - Creep Factor: 2.0 Max TC CSI:0.762 Max BC CSI:0.954 Max Web CSI:0.439 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T34 Ply: 1 Qty:1 SEQN:176052 /HIPM FROM: Cust: R 761 JRef:1X707610001 T28 / DrwNo:193.21.0723.05002 SSB /WHK 07/12/2021 16'9"9 4'11"1 4'11"1 8'0"7 3'1"6 13'8"3 5'7"12 16'9"9 3'1"6 5'2"9 5'2"9 10'10"5 5'7"12 16'9"9 5'11"41' 4"1 2'4"112'9"68'1"A B C D E F GHI 5 12 4X4(A2) 5X5 3X4 3X4 3X4 4X4 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; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 4.92 TC: From 28 plf at 4.92 to 28 plf at 16.80 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.95 BC: From 10 plf at 4.95 to 10 plf at 16.80 TC: 307 lb Conc. Load at 4.95 TC: 115 lb Conc. Load at 6.98, 8.98,10.98,12.98 14.98,16.44 BC: 175 lb Conc. Load at 4.95 BC: 87 lb Conc. Load at 6.98, 8.98,10.98,12.98 14.98,16.44 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 1240 /-/-/-/763 /- G 1332 /-/-/-/813 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 G Brg Width = 3.6 Min Req =1.6 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 1510 -2492 C - D 1366 -2320 Chords Tens.Comp. D - E 1300 -2296 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 2249 -1346 I - H 2582 -1619 Chords Tens.Comp. H - G 1526 -1011 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 507 -141 D - H 397 -356 Webs Tens.Comp. H - E 959 -360 E - G 1216 -1818 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.094 D 999 360 VERT(CL):0.170 D 999 240 HORZ(LL):-0.032 G - - HORZ(TL):0.057 G - - Creep Factor: 2.0 Max TC CSI:0.762 Max BC CSI:0.954 Max Web CSI:0.439 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T34 Ply: 1 Qty:1 SEQN:176052 /HIPM FROM: Cust: R 761 JRef:1X707610001 T28 / DrwNo:193.21.0723.05002 SSB /WHK 07/12/2021 16'9"9 4'11"1 4'11"1 8'0"7 3'1"6 13'8"3 5'7"12 16'9"9 3'1"6 5'2"9 5'2"9 10'10"5 5'7"12 16'9"9 5'11"41' 4"1 2'4"112'9"68'1"A B C D E F GHI 5 12 4X4(A2) 5X5 3X4 3X4 3X4 4X4 1.5X4 6X6 07/12/2021 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. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 212 /-/-/104 /127 /53 C 296 /-/-/200 /175 /- Wind reactions based on MWFRS F Brg Width = 7.6 Min Req =1.5 C Brg Width = 7.6 Min Req =1.5 Bearings F & 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 214 -393 Chords Tens.Comp. B - C 254 -432 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - C 399 -219 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.008 E 999 360 VERT(CL):0.014 E 999 240 HORZ(LL):-0.002 B - - HORZ(TL):0.003 B - - Creep Factor: 2.0 Max TC CSI:0.275 Max BC CSI:0.165 Max Web CSI:0.079 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T35 Ply: 1 Qty:1 SEQN:176047 /SPEC FROM: Cust: R 761 JRef:1X707610001 T25 / DrwNo:193.21.0723.05546 SSB /WHK 07/12/2021 5'11"10 4'7"10 4'7"10 5'11"10 1'4" 5'11"10 5'11"10 1' 10"12 4"1 1'3"78'1" A B C D EF 5 12 4X4 1.5X4(**)3X4 4X4 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. 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 F 212 /-/-/104 /127 /53 C 296 /-/-/200 /175 /- Wind reactions based on MWFRS F Brg Width = 7.6 Min Req =1.5 C Brg Width = 7.6 Min Req =1.5 Bearings F & 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 214 -393 Chords Tens.Comp. B - C 254 -432 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - C 399 -219 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.008 E 999 360 VERT(CL):0.014 E 999 240 HORZ(LL):-0.002 B - - HORZ(TL):0.003 B - - Creep Factor: 2.0 Max TC CSI:0.275 Max BC CSI:0.165 Max Web CSI:0.079 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T35 Ply: 1 Qty:1 SEQN:176047 /SPEC FROM: Cust: R 761 JRef:1X707610001 T25 / DrwNo:193.21.0723.05546 SSB /WHK 07/12/2021 5'11"10 4'7"10 4'7"10 5'11"10 1'4" 5'11"10 5'11"10 1' 10"12 4"1 1'3"78'1" A B C D EF 5 12 4X4 1.5X4(**)3X4 4X4 2X4(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 6.97 BC: From 20 plf at 0.00 to 20 plf at 5.97 BC: From 4 plf at 5.97 to 4 plf at 6.97 BC: 1188 lb Conc. Load at 1.91 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 1012 /-/-/-/607 /- C 685 /-/-/-/430 /- Wind reactions based on MWFRS F Brg Width = 7.6 Min Req =1.5 C Brg Width = 7.6 Min Req =1.5 Bearings F & 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 725 -1226 Chords Tens.Comp. B - C 774 -1273 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - C 1150 -691 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 481 -772 Webs Tens.Comp. A - E 1402 -828 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.014 E 999 360 VERT(CL):0.026 E 999 240 HORZ(LL):-0.004 A - - HORZ(TL):0.007 A - - Creep Factor: 2.0 Max TC CSI:0.213 Max BC CSI:0.412 Max Web CSI:0.317 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T36 Ply: 1 Qty:1 SEQN:176087 /SPEC FROM: Cust: R 761 JRef:1X707610001 T24 / DrwNo:193.21.0723.05406 SSB /WHK 07/12/2021 5'11"10 2'7"10 2'7"10 5'11"10 3'4" 2'4"2 2'4"2 5'11"10 3'7"8 1'1'8"124"1 2'1"78'1" A B C D EF 5 124X4 3X8 4X6 4X4 2X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 6.97 BC: From 20 plf at 0.00 to 20 plf at 5.97 BC: From 4 plf at 5.97 to 4 plf at 6.97 BC: 1188 lb Conc. Load at 1.91 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 1012 /-/-/-/607 /- C 685 /-/-/-/430 /- Wind reactions based on MWFRS F Brg Width = 7.6 Min Req =1.5 C Brg Width = 7.6 Min Req =1.5 Bearings F & 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 725 -1226 Chords Tens.Comp. B - C 774 -1273 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - C 1150 -691 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 481 -772 Webs Tens.Comp. A - E 1402 -828 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.014 E 999 360 VERT(CL):0.026 E 999 240 HORZ(LL):-0.004 A - - HORZ(TL):0.007 A - - Creep Factor: 2.0 Max TC CSI:0.213 Max BC CSI:0.412 Max Web CSI:0.317 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T36 Ply: 1 Qty:1 SEQN:176087 /SPEC FROM: Cust: R 761 JRef:1X707610001 T24 / DrwNo:193.21.0723.05406 SSB /WHK 07/12/2021 5'11"10 2'7"10 2'7"10 5'11"10 3'4" 2'4"2 2'4"2 5'11"10 3'7"8 1'1'8"124"1 2'1"78'1" A B C D EF 5 124X4 3X8 4X6 4X4 2X5(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 4.03 TC: From 73 plf at 4.03 to 73 plf at 13.77 TC: From 28 plf at 13.77 to 28 plf at 14.38 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.03 BC: From 10 plf at 4.03 to 10 plf at 14.38 TC: 212 lb Conc. Load at 4.03 TC: 91 lb Conc. Load at 13.77 PLT: 91 lb Conc. Load at ( 5.77,10.05), (7.77,10.05) (9.77,10.05), (11.77,10.05) BC: 124 lb Conc. Load at 4.03 BC: 70 lb Conc. Load at 5.77, 7.77, 9.77,11.77 13.77 Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 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 1139 /-/-/-/699 /- K 1188 /-/-/-/721 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 K 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 1371 -2279 C - D 792 -1238 D - E 664 -1105 E - F 648 -1085 Chords Tens.Comp. F - G 641 -1073 G - H 663 -1103 H - I 724 -1148 I - J 214 -384 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 2064 -1232 Chords Tens.Comp. N - M 2079 -1225 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 245 -431 C - M 388 -661 O - P 247 -432 P - Q 249 -434 M - I 1463 -875 Webs Tens.Comp. F - Q 513 -228 Q - R 249 -434 R - S 248 -434 S - I 241 -425 J - K 406 -751 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.119 H 999 360 VERT(CL):0.206 H 827 240 HORZ(LL):0.038 J - - HORZ(TL):0.066 J - - Creep Factor: 2.0 Max TC CSI:0.871 Max BC CSI:0.945 Max Web CSI:0.376 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T37 Ply: 1 Qty:1 SEQN:176082 /HIPS FROM: Cust: R 761 JRef:1X707610001 T26 / DrwNo:193.21.0723.05078 SSB /WHK 07/12/2021 14'4"8 6'3"1'4" (TYP) 2'7"12 4'9"2 4'9"2 8'11" 4'1"14 13'9"2 4'10"2 14'4"8 7"6 4'1"12 4'1"12 8'11" 4'9"4 13'8"4 4'9"4 14'4"8 8"4 1' 4"1 1'9"64'0"104'5"68'1"A B C D E F G H I J KLMN O P Q R S 5 12 3X5(A1) 5X8 4X4 3X83X10 8X81.5X6 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; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 4.03 TC: From 73 plf at 4.03 to 73 plf at 13.77 TC: From 28 plf at 13.77 to 28 plf at 14.38 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.03 BC: From 10 plf at 4.03 to 10 plf at 14.38 TC: 212 lb Conc. Load at 4.03 TC: 91 lb Conc. Load at 13.77 PLT: 91 lb Conc. Load at ( 5.77,10.05), (7.77,10.05) (9.77,10.05), (11.77,10.05) BC: 124 lb Conc. Load at 4.03 BC: 70 lb Conc. Load at 5.77, 7.77, 9.77,11.77 13.77 Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 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 1139 /-/-/-/699 /- K 1188 /-/-/-/721 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 K 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 1371 -2279 C - D 792 -1238 D - E 664 -1105 E - F 648 -1085 Chords Tens.Comp. F - G 641 -1073 G - H 663 -1103 H - I 724 -1148 I - J 214 -384 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 2064 -1232 Chords Tens.Comp. N - M 2079 -1225 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 245 -431 C - M 388 -661 O - P 247 -432 P - Q 249 -434 M - I 1463 -875 Webs Tens.Comp. F - Q 513 -228 Q - R 249 -434 R - S 248 -434 S - I 241 -425 J - K 406 -751 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.119 H 999 360 VERT(CL):0.206 H 827 240 HORZ(LL):0.038 J - - HORZ(TL):0.066 J - - Creep Factor: 2.0 Max TC CSI:0.871 Max BC CSI:0.945 Max Web CSI:0.376 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T37 Ply: 1 Qty:1 SEQN:176082 /HIPS FROM: Cust: R 761 JRef:1X707610001 T26 / DrwNo:193.21.0723.05078 SSB /WHK 07/12/2021 14'4"8 6'3"1'4" (TYP) 2'7"12 4'9"2 4'9"2 8'11" 4'1"14 13'9"2 4'10"2 14'4"8 7"6 4'1"12 4'1"12 8'11" 4'9"4 13'8"4 4'9"4 14'4"8 8"4 1' 4"1 1'9"64'0"104'5"68'1"A B C D E F G H I J KLMN O P Q R S 5 12 3X5(A1) 5X8 4X4 3X83X10 8X81.5X6 1.5X6 07/12/2021 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 719 /-/-/430 /422 /159 F 655 /-/-/357 /379 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 F Brg Width = 3.6 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 744 -1195 C - D 541 -897 Chords Tens.Comp. D - E 540 -894 E - F 726 -1158 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 1069 -624 Chords Tens.Comp. G - F 1024 -602 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 461 -191 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.041 G 999 360 VERT(CL):0.074 G 999 240 HORZ(LL):-0.017 G - - HORZ(TL):0.029 G - - Creep Factor: 2.0 Max TC CSI:0.299 Max BC CSI:0.691 Max Web CSI:0.119 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T38 Ply: 1 Qty:1 SEQN:176105 /SPEC FROM: Cust: R 761 JRef:1X707610001 T87 / DrwNo:193.21.0723.06218 SSB /WHK 07/12/2021 17'6" 4'9"6 4'9"6 8'11" 4'1"10 13'0"10 4'1"10 17'6" 4'5"6 8'11" 8'11" 17'6" 8'7"1' 4"1 5"124'0"104'5"68'1"A B C D E F G 5 12 2X4(A1) 1.5X4 4X4 5X8 1.5X4 2X4(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 719 /-/-/430 /422 /159 F 655 /-/-/357 /379 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 F Brg Width = 3.6 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 744 -1195 C - D 541 -897 Chords Tens.Comp. D - E 540 -894 E - F 726 -1158 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 1069 -624 Chords Tens.Comp. G - F 1024 -602 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 461 -191 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.041 G 999 360 VERT(CL):0.074 G 999 240 HORZ(LL):-0.017 G - - HORZ(TL):0.029 G - - Creep Factor: 2.0 Max TC CSI:0.299 Max BC CSI:0.691 Max Web CSI:0.119 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T38 Ply: 1 Qty:1 SEQN:176105 /SPEC FROM: Cust: R 761 JRef:1X707610001 T87 / DrwNo:193.21.0723.06218 SSB /WHK 07/12/2021 17'6" 4'9"6 4'9"6 8'11" 4'1"10 13'0"10 4'1"10 17'6" 4'5"6 8'11" 8'11" 17'6" 8'7"1' 4"1 5"124'0"104'5"68'1"A B C D E F G 5 12 2X4(A1) 1.5X4 4X4 5X8 1.5X4 2X4(B1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T3 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 719 /-/-/430 /422 /159 J 655 /-/-/357 /379 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. L - H 1977 -2625 C - D 371 -575 D - E 938 -1629 E - F 645 -1035 Chords Tens.Comp. F - G 637 -1023 G - L 1362 -1946 H - I 321 -494 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - S 1384 -721 S - Q 1539 -820 Q - P 1532 -820 Chords Tens.Comp. P - O 1417 -748 O - L 1422 -747 L - H 1305 -671 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 500 -796 S - T 449 -254 E - P 468 -706 Webs Tens.Comp. F - P 646 -361 P - G 387 -576 K - I 417 -665 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.205 R 999 360 VERT(CL):0.380 R 543 240 HORZ(LL):0.159 K - - HORZ(TL):0.295 K - - Creep Factor: 2.0 Max TC CSI:0.553 Max BC CSI:0.809 Max Web CSI:0.296 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T38TR Ply: 1 Qty:3 SEQN:179616 SPEC FROM: Cust: R 761 JRef:1X707610001 T58 DrwNo:193.21.0912.30177 JB /WHK 07/12/2021 T3 17'6" 1'4"13 1'4"13 5'7"14 4'3"1 8'11" 3'3"2 12'5"10 3'6"10 17'6" 5'0"6 1'4"13 1'4"13 1'11"1 6"4 2'8"6 9"5 5'6"2 2'9"12 8'11" 3'4"14 12'3"14 3'4"14 16'2"14 3'10"15 17'6" 1'3"21' (NNL) 4"1 5"128"4'0"104'5"68'1"A B C D E F G H I J KLMNOPQ RSTU 5 12 2X4(A1) 3X4 3X32X6 3X4 4X4 3X8 3X8 3X3 2X41.5X6(**) 3X8 2X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T3 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes All plates are 1.5X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 719 /-/-/430 /422 /159 J 655 /-/-/357 /379 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. L - H 1977 -2625 C - D 371 -575 D - E 938 -1629 E - F 645 -1035 Chords Tens.Comp. F - G 637 -1023 G - L 1362 -1946 H - I 321 -494 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - S 1384 -721 S - Q 1539 -820 Q - P 1532 -820 Chords Tens.Comp. P - O 1417 -748 O - L 1422 -747 L - H 1305 -671 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 500 -796 S - T 449 -254 E - P 468 -706 Webs Tens.Comp. F - P 646 -361 P - G 387 -576 K - I 417 -665 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.205 R 999 360 VERT(CL):0.380 R 543 240 HORZ(LL):0.159 K - - HORZ(TL):0.295 K - - Creep Factor: 2.0 Max TC CSI:0.553 Max BC CSI:0.809 Max Web CSI:0.296 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T38TR Ply: 1 Qty:3 SEQN:179616 SPEC FROM: Cust: R 761 JRef:1X707610001 T58 DrwNo:193.21.0912.30177 JB /WHK 07/12/2021 T3 17'6" 1'4"13 1'4"13 5'7"14 4'3"1 8'11" 3'3"2 12'5"10 3'6"10 17'6" 5'0"6 1'4"13 1'4"13 1'11"1 6"4 2'8"6 9"5 5'6"2 2'9"12 8'11" 3'4"14 12'3"14 3'4"14 16'2"14 3'10"15 17'6" 1'3"21' (NNL) 4"1 5"128"4'0"104'5"68'1"A B C D E F G H I J KLMNOPQ RSTU 5 12 2X4(A1) 3X4 3X32X6 3X4 4X4 3X8 3X8 3X3 2X41.5X6(**) 3X8 2X4(B1) 07/12/2021 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 718 /-/-/429 /421 /159 F 652 /-/-/354 /377 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 F Brg Width = 3.5 Min Req =1.5 Bearings B & 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 741 -1190 C - D 538 -892 Chords Tens.Comp. D - E 536 -889 E - F 720 -1147 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 1065 -623 Chords Tens.Comp. G - F 1012 -597 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 457 -187 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.042 E 999 360 VERT(CL):0.076 G 999 240 HORZ(LL):-0.018 G - - HORZ(TL):0.032 G - - Creep Factor: 2.0 Max TC CSI:0.308 Max BC CSI:0.689 Max Web CSI:0.119 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T39 Ply: 1 Qty:2 SEQN:176108 /SPEC FROM: Cust: R 761 JRef:1X707610001 T17 / DrwNo:193.21.0723.05485 SSB /WHK 07/12/2021 17'5"2 4'9"6 4'9"6 8'11" 4'1"10 13'0"10 4'1"10 17'5"2 4'4"8 8'11" 8'11" 17'5"2 8'6"21' 4"1 6"14'0"104'5"68'1"A B C D E F G 5 12 2X4(A1) 1.5X4 4X4 5X8 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 B 718 /-/-/429 /421 /159 F 652 /-/-/354 /377 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 F Brg Width = 3.5 Min Req =1.5 Bearings B & 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 741 -1190 C - D 538 -892 Chords Tens.Comp. D - E 536 -889 E - F 720 -1147 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 1065 -623 Chords Tens.Comp. G - F 1012 -597 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 457 -187 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.042 E 999 360 VERT(CL):0.076 G 999 240 HORZ(LL):-0.018 G - - HORZ(TL):0.032 G - - Creep Factor: 2.0 Max TC CSI:0.308 Max BC CSI:0.689 Max Web CSI:0.119 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T39 Ply: 1 Qty:2 SEQN:176108 /SPEC FROM: Cust: R 761 JRef:1X707610001 T17 / DrwNo:193.21.0723.05485 SSB /WHK 07/12/2021 17'5"2 4'9"6 4'9"6 8'11" 4'1"10 13'0"10 4'1"10 17'5"2 4'4"8 8'11" 8'11" 17'5"2 8'6"21' 4"1 6"14'0"104'5"68'1"A B C D E F G 5 12 2X4(A1) 1.5X4 4X4 5X8 1.5X4 3X4(B1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T3 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; 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. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 718 /-/-/429 /421 /159 J 652 /-/-/354 /377 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. L - H 1799 -2444 C - D 369 -574 D - E 936 -1623 E - F 642 -1030 Chords Tens.Comp. F - G 634 -1017 G - L 1259 -1808 H - I 335 -521 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - S 1378 -720 S - Q 1534 -820 Q - P 1526 -819 Chords Tens.Comp. P - O 1406 -744 O - L 1411 -743 L - H 1278 -658 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 499 -793 S - T 448 -254 E - P 467 -705 Webs Tens.Comp. F - P 640 -357 P - G 382 -569 K - I 453 -729 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.208 R 992 360 VERT(CL):0.384 R 536 240 HORZ(LL):0.167 K - - HORZ(TL):0.311 K - - Creep Factor: 2.0 Max TC CSI:0.975 Max BC CSI:0.807 Max Web CSI:0.295 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T39TR Ply: 1 Qty:2 SEQN:179612 SPEC FROM: Cust: R 761 JRef:1X707610001 T18 DrwNo:193.21.0912.36510 JB /WHK 07/12/2021 T3 17'5"2 1'4"13 1'4"13 5'7"14 4'3"1 8'11" 3'3"2 12'5"10 3'6"10 17'5"2 4'11"8 1'4"13 1'4"13 1'11"1 6"4 2'8"6 9"5 5'6"2 2'9"12 8'11" 3'4"14 12'3"14 3'4"14 16'2"14 3'10"15 17'5"2 1'2"41' (NNL) 4"1 6"18"4'0"104'5"68'1"A B C D E F G H I J KLMNOPQ RSTU 5 12 2X4(A1) 3X4 3X32X6 3X4 4X4 3X8 3X8 3X3 3X31.5X6 3X8 3X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; T3 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. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 718 /-/-/429 /421 /159 J 652 /-/-/354 /377 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. L - H 1799 -2444 C - D 369 -574 D - E 936 -1623 E - F 642 -1030 Chords Tens.Comp. F - G 634 -1017 G - L 1259 -1808 H - I 335 -521 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - S 1378 -720 S - Q 1534 -820 Q - P 1526 -819 Chords Tens.Comp. P - O 1406 -744 O - L 1411 -743 L - H 1278 -658 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 499 -793 S - T 448 -254 E - P 467 -705 Webs Tens.Comp. F - P 640 -357 P - G 382 -569 K - I 453 -729 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.208 R 992 360 VERT(CL):0.384 R 536 240 HORZ(LL):0.167 K - - HORZ(TL):0.311 K - - Creep Factor: 2.0 Max TC CSI:0.975 Max BC CSI:0.807 Max Web CSI:0.295 VIEW Ver: 20.02.01A.1209.10 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T39TR Ply: 1 Qty:2 SEQN:179612 SPEC FROM: Cust: R 761 JRef:1X707610001 T18 DrwNo:193.21.0912.36510 JB /WHK 07/12/2021 T3 17'5"2 1'4"13 1'4"13 5'7"14 4'3"1 8'11" 3'3"2 12'5"10 3'6"10 17'5"2 4'11"8 1'4"13 1'4"13 1'11"1 6"4 2'8"6 9"5 5'6"2 2'9"12 8'11" 3'4"14 12'3"14 3'4"14 16'2"14 3'10"15 17'5"2 1'2"41' (NNL) 4"1 6"18"4'0"104'5"68'1"A B C D E F G H I J KLMNOPQ RSTU 5 12 2X4(A1) 3X4 3X32X6 3X4 4X4 3X8 3X8 3X3 3X31.5X6 3X8 3X4(B1) 07/12/2021 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 (++) - This plate works for both joints covered. 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 520 /-/-/347 /290 /162 L 790 /-/-/376 /496 /- H 107 /-17 /-/52 /48 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 L Brg Width = 3.5 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 Bearings B, L, & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 423 -703 C - D 212 -389 Chords Tens.Comp. D - E 213 -379 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 620 -395 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - E 542 -272 Webs Tens.Comp. E - L 459 -716 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.015 C 999 360 VERT(CL):0.032 M 999 240 HORZ(LL):0.005 M - - HORZ(TL):0.015 M - - Creep Factor: 2.0 Max TC CSI:0.265 Max BC CSI:0.566 Max Web CSI:0.129 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T40 Ply: 1 Qty:1 SEQN:176114 /SPEC FROM: Cust: R 761 JRef:1X707610001 T1 / DrwNo:193.21.0723.06501 SSB /WHK 07/12/2021 12'8"10 4'8"8 4'9"6 4'9"6 8'11" 4'1"10 12'8"10 3'9"10 14'10"15 2'2"5 16'11"10 2'0"11 17'5"2 5"8 8'11" 8'11" 12'10"6 3'11"6 13'10"15 1'0"9 15'2"7 1'3"8 16'11"10 1'9"3 17'5"2 5"8 1' 9"6 4"1 1'6"11 2"104'0"104'5"68'1" 9'1" A B C D E F G H IJKLM 5 12 2.5 12 2X4(A1) 1.5X4 4X4 3X8 3X8 5X5 5X5 5X5 3X4 4X7(++) 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; Rt Bearing Leg: 2x6 SP #2; Plating Notes (++) - This plate works for both joints covered. 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 520 /-/-/347 /290 /162 L 790 /-/-/376 /496 /- H 107 /-17 /-/52 /48 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 L Brg Width = 3.5 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 Bearings B, L, & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 423 -703 C - D 212 -389 Chords Tens.Comp. D - E 213 -379 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 620 -395 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - E 542 -272 Webs Tens.Comp. E - L 459 -716 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.015 C 999 360 VERT(CL):0.032 M 999 240 HORZ(LL):0.005 M - - HORZ(TL):0.015 M - - Creep Factor: 2.0 Max TC CSI:0.265 Max BC CSI:0.566 Max Web CSI:0.129 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T40 Ply: 1 Qty:1 SEQN:176114 /SPEC FROM: Cust: R 761 JRef:1X707610001 T1 / DrwNo:193.21.0723.06501 SSB /WHK 07/12/2021 12'8"10 4'8"8 4'9"6 4'9"6 8'11" 4'1"10 12'8"10 3'9"10 14'10"15 2'2"5 16'11"10 2'0"11 17'5"2 5"8 8'11" 8'11" 12'10"6 3'11"6 13'10"15 1'0"9 15'2"7 1'3"8 16'11"10 1'9"3 17'5"2 5"8 1' 9"6 4"1 1'6"11 2"104'0"104'5"68'1" 9'1" A B C D E F G H IJKLM 5 12 2.5 12 2X4(A1) 1.5X4 4X4 3X8 3X8 5X5 5X5 5X5 3X4 4X7(++) 1.5X4 07/12/2021 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; 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 525 /-/-/347 /285 /167 K 796 /-/-/380 /493 /- H 82 /-1 /-/41 /46 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 K Brg Width = 3.5 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 Bearings B, K, & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 411 -716 C - D 201 -403 Chords Tens.Comp. D - E 201 -392 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 632 -434 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - E 581 -320 Webs Tens.Comp. K - E 477 -704 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.016 C 999 360 VERT(CL):0.032 L 999 240 HORZ(LL):0.005 L - - HORZ(TL):0.015 L - - Creep Factor: 2.0 Max TC CSI:0.267 Max BC CSI:0.564 Max Web CSI:0.131 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T41 Ply: 1 Qty:1 SEQN:176117 /SPEC FROM: Cust: R 761 JRef:1X707610001 T12 / DrwNo:193.21.0723.06360 SSB /WHK 07/12/2021 12'8"10 4'8"8 4'9"6 4'9"6 8'11" 4'1"10 12'10"15 3'11"15 16'0"11 3'1"12 16'11"10 10"15 17'5"2 5"8 8'11" 8'11" 12'10"6 3'11"6 15'10"15 3'0"9 16'11"10 1'0"11 17'5"2 5"8 1' 4"6 4"1 1'1'4"117"104'0"104'5"68'1" 9'1" A B C D E F G H IJ KL 5 12 2.5 12 2X4(A1) 1.5X4 4X4 3X8 5X5 5X10(SRS) 5X5 1.5X4 4X4 2X61.5X4 **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; Rt Bearing Leg: 2x6 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. 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 525 /-/-/347 /285 /167 K 796 /-/-/380 /493 /- H 82 /-1 /-/41 /46 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 K Brg Width = 3.5 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 Bearings B, K, & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 411 -716 C - D 201 -403 Chords Tens.Comp. D - E 201 -392 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 632 -434 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - E 581 -320 Webs Tens.Comp. K - E 477 -704 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.016 C 999 360 VERT(CL):0.032 L 999 240 HORZ(LL):0.005 L - - HORZ(TL):0.015 L - - Creep Factor: 2.0 Max TC CSI:0.267 Max BC CSI:0.564 Max Web CSI:0.131 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T41 Ply: 1 Qty:1 SEQN:176117 /SPEC FROM: Cust: R 761 JRef:1X707610001 T12 / DrwNo:193.21.0723.06360 SSB /WHK 07/12/2021 12'8"10 4'8"8 4'9"6 4'9"6 8'11" 4'1"10 12'10"15 3'11"15 16'0"11 3'1"12 16'11"10 10"15 17'5"2 5"8 8'11" 8'11" 12'10"6 3'11"6 15'10"15 3'0"9 16'11"10 1'0"11 17'5"2 5"8 1' 4"6 4"1 1'1'4"117"104'0"104'5"68'1" 9'1" A B C D E F G H IJ KL 5 12 2.5 12 2X4(A1) 1.5X4 4X4 3X8 5X5 5X10(SRS) 5X5 1.5X4 4X4 2X61.5X4 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 7.67 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 3.03 BC: From 10 plf at 3.03 to 10 plf at 3.64 BC: From 20 plf at 3.64 to 20 plf at 6.67 BC: From 4 plf at 6.67 to 4 plf at 7.67 TC: 121 lb Conc. Load at 3.03, 3.64 BC: 74 lb Conc. Load at 3.03, 3.64 Wind Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 506 /-/-/-/302 /- H 537 /-/-/-/323 /- Wind reactions based on MWFRS G Brg Width = 7.6 Min Req =1.5 H Brg Width = 4.0 Min Req =1.5 Bearings G & H are a rigid surface. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 487 -165 Chords Tens.Comp. F - D 488 -165 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.029 F 476 360 VERT(CL):0.055 F 252 240 HORZ(LL):0.005 C - - HORZ(TL):0.010 C - - Creep Factor: 2.0 Max TC CSI:0.207 Max BC CSI:0.675 Max Web CSI:0.057 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T42 Ply: 1 Qty:1 SEQN:176090 /HIPS FROM: Cust: R 761 JRef:1X707610001 T49 / DrwNo:193.21.0723.06516 SSB /WHK 07/12/2021 8"6 4'11"10 1' 3' 3' 6'8" 3'8" 6'8" 6'8"1'1' 4"11'7"11'11"1310'9"A B C D E FG H 5 12 2X4(A1) 4X4 1.5X4 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 7.67 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 3.03 BC: From 10 plf at 3.03 to 10 plf at 3.64 BC: From 20 plf at 3.64 to 20 plf at 6.67 BC: From 4 plf at 6.67 to 4 plf at 7.67 TC: 121 lb Conc. Load at 3.03, 3.64 BC: 74 lb Conc. Load at 3.03, 3.64 Wind Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 506 /-/-/-/302 /- H 537 /-/-/-/323 /- Wind reactions based on MWFRS G Brg Width = 7.6 Min Req =1.5 H Brg Width = 4.0 Min Req =1.5 Bearings G & H are a rigid surface. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 487 -165 Chords Tens.Comp. F - D 488 -165 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.029 F 476 360 VERT(CL):0.055 F 252 240 HORZ(LL):0.005 C - - HORZ(TL):0.010 C - - Creep Factor: 2.0 Max TC CSI:0.207 Max BC CSI:0.675 Max Web CSI:0.057 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T42 Ply: 1 Qty:1 SEQN:176090 /HIPS FROM: Cust: R 761 JRef:1X707610001 T49 / DrwNo:193.21.0723.06516 SSB /WHK 07/12/2021 8"6 4'11"10 1' 3' 3' 6'8" 3'8" 6'8" 6'8"1'1' 4"11'7"11'11"1310'9"A B C D E FG H 5 12 2X4(A1) 4X4 1.5X4 2X4(A1) 07/12/2021 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. Left and right cantilevers are exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 321 /-/-/263 /170 /87 H 339 /-/-/282 /178 /- Wind reactions based on MWFRS G Brg Width = 7.6 Min Req =1.5 H Brg Width = 4.0 Min Req =1.5 Bearings G & H are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.022 F 631 360 VERT(CL):0.038 F 367 240 HORZ(LL):0.008 C - - HORZ(TL):0.009 C - - Creep Factor: 2.0 Max TC CSI:0.131 Max BC CSI:0.339 Max Web CSI:0.031 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T43 Ply: 1 Qty:2 SEQN:176093 /COMN FROM: Cust: R 761 JRef:1X707610001 T10 / DrwNo:193.21.0723.01610 JB /DF 07/12/2021 8"6 4'11"10 1' 3'4" 3'4" 6'8" 3'4" 3'4" 3'4" 6'8" 3'4"1'1' 4"11'8"122'1"710'9"A B C D E FG H 5 12 2X4(A1) 4X4 1.5X4 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 321 /-/-/263 /170 /87 H 339 /-/-/282 /178 /- Wind reactions based on MWFRS G Brg Width = 7.6 Min Req =1.5 H Brg Width = 4.0 Min Req =1.5 Bearings G & H are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.022 F 631 360 VERT(CL):0.038 F 367 240 HORZ(LL):0.008 C - - HORZ(TL):0.009 C - - Creep Factor: 2.0 Max TC CSI:0.131 Max BC CSI:0.339 Max Web CSI:0.031 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T43 Ply: 1 Qty:2 SEQN:176093 /COMN FROM: Cust: R 761 JRef:1X707610001 T10 / DrwNo:193.21.0723.01610 JB /DF 07/12/2021 8"6 4'11"10 1' 3'4" 3'4" 6'8" 3'4" 3'4" 3'4" 6'8" 3'4"1'1' 4"11'8"122'1"710'9"A B C D E FG H 5 12 2X4(A1) 4X4 1.5X4 2X4(A1) 07/12/2021 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. Left and right cantilevers are exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 332 /-/-/282 /172 /87 H 332 /-/-/282 /172 /- Wind reactions based on MWFRS G Brg Width = 4.0 Min Req =1.5 H Brg Width = 4.0 Min Req =1.5 Bearings G & H are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.023 F 603 360 VERT(CL):0.036 F 388 240 HORZ(LL):-0.009 C - - HORZ(TL):0.011 C - - Creep Factor: 2.0 Max TC CSI:0.128 Max BC CSI:0.325 Max Web CSI:0.032 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T44 Ply: 1 Qty:4 SEQN:176096 /COMN FROM: Cust: R 761 JRef:1X707610001 T88 / DrwNo:193.21.0723.06625 SSB /WHK 07/12/2021 1'4'8"1' 3'4" 3'4" 6'8" 3'4" 3'4" 3'4" 6'8" 3'4"1'1' 4"11'8"122'1"710'9"A B C D E FG H 5 12 2X4(A1) 4X4 1.5X4 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 332 /-/-/282 /172 /87 H 332 /-/-/282 /172 /- Wind reactions based on MWFRS G Brg Width = 4.0 Min Req =1.5 H Brg Width = 4.0 Min Req =1.5 Bearings G & H are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.023 F 603 360 VERT(CL):0.036 F 388 240 HORZ(LL):-0.009 C - - HORZ(TL):0.011 C - - Creep Factor: 2.0 Max TC CSI:0.128 Max BC CSI:0.325 Max Web CSI:0.032 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T44 Ply: 1 Qty:4 SEQN:176096 /COMN FROM: Cust: R 761 JRef:1X707610001 T88 / DrwNo:193.21.0723.06625 SSB /WHK 07/12/2021 1'4'8"1' 3'4" 3'4" 6'8" 3'4" 3'4" 3'4" 6'8" 3'4"1'1' 4"11'8"122'1"710'9"A B C D E FG H 5 12 2X4(A1) 4X4 1.5X4 2X4(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Left and right cantilevers are exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 317 /-/0 /221 /173 /87 J 329 /-/0 /230 /179 /0 Wind reactions based on MWFRS I Brg Width = 3.5 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 Bearings I & J are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.014 D 728 360 VERT(CL):0.027 D 366 240 HORZ(LL):0.007 C - - HORZ(TL):0.009 C - - Creep Factor: 2.0 Max TC CSI:0.090 Max BC CSI:0.301 Max Web CSI:0.038 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T45 Ply: 1 Qty:6 SEQN:176111 /COMN FROM: Cust: R 761 JRef:1X707610001 T83 / DrwNo:193.21.0723.06563 SSB /WHK 07/12/2021 7"2 5'3"8 8"6 3'3"8 3'3"8 6'7" 3'3"8 3'3"8 3'3"8 6'7" 3'3"81'0"8 1'0"82'0"43'4"129'1" A B C D E FGHIJ 5 12 4X4 1.5X4 4X4 3X8 4X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Left and right cantilevers are exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 317 /-/0 /221 /173 /87 J 329 /-/0 /230 /179 /0 Wind reactions based on MWFRS I Brg Width = 3.5 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 Bearings I & J are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.014 D 728 360 VERT(CL):0.027 D 366 240 HORZ(LL):0.007 C - - HORZ(TL):0.009 C - - Creep Factor: 2.0 Max TC CSI:0.090 Max BC CSI:0.301 Max Web CSI:0.038 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:T45 Ply: 1 Qty:6 SEQN:176111 /COMN FROM: Cust: R 761 JRef:1X707610001 T83 / DrwNo:193.21.0723.06563 SSB /WHK 07/12/2021 7"2 5'3"8 8"6 3'3"8 3'3"8 6'7" 3'3"8 3'3"8 3'3"8 6'7" 3'3"81'0"8 1'0"82'0"43'4"129'1" A B C D E FGHIJ 5 12 4X4 1.5X4 4X4 3X8 4X4 1.5X4 07/12/2021 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 249 /-/-/192 /123 /137 D 82 /-/-/46 /2 /- C 109 /-/-/70 /117 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.005 D - - HORZ(TL):0.008 D - - Creep Factor: 2.0 Max TC CSI:0.249 Max BC CSI:0.194 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J1 Ply: 1 Qty:9 SEQN:175974 /EJAC FROM: Cust: R 761 JRef:1X707610001 T57 / DrwNo:193.21.0723.06187 SSB /WHK 07/12/2021 4'8" 4'8"1' 4"1 2'3"62'8"28'1" 10'0"14 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 249 /-/-/192 /123 /137 D 82 /-/-/46 /2 /- C 109 /-/-/70 /117 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.005 D - - HORZ(TL):0.008 D - - Creep Factor: 2.0 Max TC CSI:0.249 Max BC CSI:0.194 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J1 Ply: 1 Qty:9 SEQN:175974 /EJAC FROM: Cust: R 761 JRef:1X707610001 T57 / DrwNo:193.21.0723.06187 SSB /WHK 07/12/2021 4'8" 4'8"1' 4"1 2'3"62'8"28'1" 10'0"14 A B C D 5 12 2X4(A1) 07/12/2021 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. 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 249 /-/-/192 /131 /104 E 91 /-/-/58 /54 /- D 70 /-/-/36 /42 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.017 C 999 360 VERT(CL):0.030 C 999 240 HORZ(LL):0.007 C - - HORZ(TL):0.013 C - - Creep Factor: 2.0 Max TC CSI:0.179 Max BC CSI:0.192 Max Web CSI:0.033 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J1HA Ply: 1 Qty:1 SEQN:176012 /EJAC FROM: Cust: R 761 JRef:1X707610001 T63 / DrwNo:193.21.0723.06593 SSB /WHK 07/12/2021 3'4" 3'4" 4'8" 1'4" 3'5"12 3'5"12 4'8" 1'2"41' 4"1 1'8"122'1"78'1" 9'6"4 A B C D EF 5 12 2X4(A1) 4X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; 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 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 249 /-/-/192 /131 /104 E 91 /-/-/58 /54 /- D 70 /-/-/36 /42 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.017 C 999 360 VERT(CL):0.030 C 999 240 HORZ(LL):0.007 C - - HORZ(TL):0.013 C - - Creep Factor: 2.0 Max TC CSI:0.179 Max BC CSI:0.192 Max Web CSI:0.033 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J1HA Ply: 1 Qty:1 SEQN:176012 /EJAC FROM: Cust: R 761 JRef:1X707610001 T63 / DrwNo:193.21.0723.06593 SSB /WHK 07/12/2021 3'4" 3'4" 4'8" 1'4" 3'5"12 3'5"12 4'8" 1'2"41' 4"1 1'8"122'1"78'1" 9'6"4 A B C D EF 5 12 2X4(A1) 4X4 1.5X4 07/12/2021 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. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 249 /-/-/178 /136 /54 E 80 /-/-/45 /9 /- D 99 /-/-/35 /84 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.022 C 999 360 VERT(CL):0.040 C 999 240 HORZ(LL):0.009 C - - HORZ(TL):0.016 C - - Creep Factor: 2.0 Max TC CSI:0.213 Max BC CSI:0.200 Max Web CSI:0.021 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J1HB Ply: 1 Qty:1 SEQN:175981 /EJAC FROM: Cust: R 761 JRef:1X707610001 T54 / DrwNo:193.21.0723.06313 SSB /WHK 07/12/2021 1'4" 1'4" 4'8" 3'4" 4'8" 4'8"1' 4"1 10"121'3"78'1" 8'8"4 A B C D EF 5 12 2X4(A1) 4X4 1.5X4(**) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS. 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 249 /-/-/178 /136 /54 E 80 /-/-/45 /9 /- D 99 /-/-/35 /84 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 E Brg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.022 C 999 360 VERT(CL):0.040 C 999 240 HORZ(LL):0.009 C - - HORZ(TL):0.016 C - - Creep Factor: 2.0 Max TC CSI:0.213 Max BC CSI:0.200 Max Web CSI:0.021 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J1HB Ply: 1 Qty:1 SEQN:175981 /EJAC FROM: Cust: R 761 JRef:1X707610001 T54 / DrwNo:193.21.0723.06313 SSB /WHK 07/12/2021 1'4" 1'4" 4'8" 3'4" 4'8" 4'8"1' 4"1 10"121'3"78'1" 8'8"4 A B C D EF 5 12 2X4(A1) 4X4 1.5X4(**) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 2.54 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.54 BC: 97 lb Conc. Load at 1.32 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 227 /-/-/-/147 /- D 61 /-/-/-/9 /- C 60 /-/-/-/48 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.080 Max BC CSI:0.139 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J2 Ply: 1 Qty:1 SEQN:175993 /EJAC FROM: Cust: R 761 JRef:1X707610001 T23 / DrwNo:193.21.0723.01627 JB /DF 07/12/2021 2'6"8 2'6"81' 4"1 1'4"121'9"88'1" 9'2"4 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 2.54 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.54 BC: 97 lb Conc. Load at 1.32 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 227 /-/-/-/147 /- D 61 /-/-/-/9 /- C 60 /-/-/-/48 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.080 Max BC CSI:0.139 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J2 Ply: 1 Qty:1 SEQN:175993 /EJAC FROM: Cust: R 761 JRef:1X707610001 T23 / DrwNo:193.21.0723.01627 JB /DF 07/12/2021 2'6"8 2'6"81' 4"1 1'4"121'9"88'1" 9'2"4 A B C D 5 12 2X4(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 178 /-/-/148 /93 /84 D 42 /-/-/24 /-/- C 51 /-/-/30 /58 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.067 Max BC CSI:0.046 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J3 Ply: 1 Qty:3 SEQN:175976 /EJAC FROM: Cust: R 761 JRef:1X707610001 T41 / DrwNo:193.21.0723.01985 JB /DF 07/12/2021 2'7"1 2'7"11' 4"1 1'5"1'9"128'1" 9'2"8 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 178 /-/-/148 /93 /84 D 42 /-/-/24 /-/- C 51 /-/-/30 /58 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.067 Max BC CSI:0.046 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J3 Ply: 1 Qty:3 SEQN:175976 /EJAC FROM: Cust: R 761 JRef:1X707610001 T41 / DrwNo:193.21.0723.01985 JB /DF 07/12/2021 2'7"1 2'7"11' 4"1 1'5"1'9"128'1" 9'2"8 A B C D 5 12 2X4(A1) 07/12/2021 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 97 /-/-/63 /39 /64 C 47 /-/-/30 /6 /- B 63 /-/-/42 /65 /- Wind reactions based on MWFRS A Brg Width = 1.5 C Brg Width = 1.5 B Brg Width = 1.5 Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.079 Max BC CSI:0.070 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J3A Ply: 1 Qty:1 SEQN:175990 /EJAC FROM: Cust: R 761 JRef:1X707610001 T80 / DrwNo:193.21.0723.01657 JB /DF 07/12/2021 2'7"1 1"8 1"8 2'8"9 2'7"1 4"1 1'5"8'1" 9'2"8 A B C 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 97 /-/-/63 /39 /64 C 47 /-/-/30 /6 /- B 63 /-/-/42 /65 /- Wind reactions based on MWFRS A Brg Width = 1.5 C Brg Width = 1.5 B Brg Width = 1.5 Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.079 Max BC CSI:0.070 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J3A Ply: 1 Qty:1 SEQN:175990 /EJAC FROM: Cust: R 761 JRef:1X707610001 T80 / DrwNo:193.21.0723.01657 JB /DF 07/12/2021 2'7"1 1"8 1"8 2'8"9 2'7"1 4"1 1'5"8'1" 9'2"8 A B C 5 12 2X4(A1) 07/12/2021 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 294 /-/-/221 /143 /168 D 106 /-/-/61 /3 /- C 141 /-/-/92 /151 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.011 D - - HORZ(TL):0.017 D - - Creep Factor: 2.0 Max TC CSI:0.442 Max BC CSI:0.337 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J4 Ply: 1 Qty:8 SEQN:175969 /EJAC FROM: Cust: R 761 JRef:1X707610001 T77 / DrwNo:193.21.0723.01687 JB /DF 07/12/2021 5'11"1 5'11"11' 4"1 2'9"113'2"68'1" 10'7"3 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 294 /-/-/221 /143 /168 D 106 /-/-/61 /3 /- C 141 /-/-/92 /151 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.011 D - - HORZ(TL):0.017 D - - Creep Factor: 2.0 Max TC CSI:0.442 Max BC CSI:0.337 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J4 Ply: 1 Qty:8 SEQN:175969 /EJAC FROM: Cust: R 761 JRef:1X707610001 T77 / DrwNo:193.21.0723.01687 JB /DF 07/12/2021 5'11"1 5'11"11' 4"1 2'9"113'2"68'1" 10'7"3 A B C D 5 12 2X4(A1) 07/12/2021 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 258 /-/-/198 /127 /143 D 87 /-/-/49 /2 /- C 115 /-/-/74 /124 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.006 D - - HORZ(TL):0.009 D - - Creep Factor: 2.0 Max TC CSI:0.284 Max BC CSI:0.220 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J5 Ply: 1 Qty:7 SEQN:175970 /EJAC FROM: Cust: R 761 JRef:1X707610001 T47 / DrwNo:193.21.0723.01922 JB /DF 07/12/2021 4'11"1 4'11"11' 4"1 2'4"112'9"68'1" 10'2"3 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 258 /-/-/198 /127 /143 D 87 /-/-/49 /2 /- C 115 /-/-/74 /124 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.006 D - - HORZ(TL):0.009 D - - Creep Factor: 2.0 Max TC CSI:0.284 Max BC CSI:0.220 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J5 Ply: 1 Qty:7 SEQN:175970 /EJAC FROM: Cust: R 761 JRef:1X707610001 T47 / DrwNo:193.21.0723.01922 JB /DF 07/12/2021 4'11"1 4'11"11' 4"1 2'4"112'9"68'1" 10'2"3 A B C D 5 12 2X4(A1) 07/12/2021 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 225 /-/-/177 /113 /120 D 70 /-/-/38 /1 /- C 91 /-/-/58 /98 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.003 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.169 Max BC CSI:0.135 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J6 Ply: 1 Qty:6 SEQN:175971 /EJAC FROM: Cust: R 761 JRef:1X707610001 T86 / DrwNo:193.21.0723.01626 JB /DF 07/12/2021 4' 4'1' 4"1 2'0"12'4"138'1" 9'9"9 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 225 /-/-/177 /113 /120 D 70 /-/-/38 /1 /- C 91 /-/-/58 /98 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.003 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.169 Max BC CSI:0.135 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J6 Ply: 1 Qty:6 SEQN:175971 /EJAC FROM: Cust: R 761 JRef:1X707610001 T86 / DrwNo:193.21.0723.01626 JB /DF 07/12/2021 4' 4'1' 4"1 2'0"12'4"138'1" 9'9"9 A B C D 5 12 2X4(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 191 /-/-/156 /99 /95 D 50 /-/-/28 /0 /- C 63 /-/-/39 /70 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.077 Max BC CSI:0.067 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J7 Ply: 1 Qty:2 SEQN:175978 /EJAC FROM: Cust: R 761 JRef:1X707610001 T48 / DrwNo:193.21.0723.05359 SSB /WHK 07/12/2021 3' 3'1' 4"1 1'7"11'11"1310'9" 12'0"9 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 191 /-/-/156 /99 /95 D 50 /-/-/28 /0 /- C 63 /-/-/39 /70 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.077 Max BC CSI:0.067 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:J7 Ply: 1 Qty:2 SEQN:175978 /EJAC FROM: Cust: R 761 JRef:1X707610001 T48 / DrwNo:193.21.0723.05359 SSB /WHK 07/12/2021 3' 3'1' 4"1 1'7"11'11"1310'9" 12'0"9 A B C D 5 12 2X4(A1) 07/12/2021 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 4-8-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 161 /-/-/-/101 /- D 79 /-/-/7 /-/- C 171 /-/-/-/152 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.010 D - - HORZ(TL):0.019 D - - Creep Factor: 2.0 Max TC CSI:0.548 Max BC CSI:0.339 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:K1 Ply: 1 Qty:2 SEQN:176006 /HIP_ FROM: Cust: R 761 JRef:1X707610001 T59 / DrwNo:193.21.0723.05860 SSB /WHK 07/12/2021 6'7"3 6'7"31'5" 3"13 2'3"32'8"8'1" 10'0"11 A B C D 3.54 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 4-8-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 161 /-/-/-/101 /- D 79 /-/-/7 /-/- C 171 /-/-/-/152 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.010 D - - HORZ(TL):0.019 D - - Creep Factor: 2.0 Max TC CSI:0.548 Max BC CSI:0.339 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:K1 Ply: 1 Qty:2 SEQN:176006 /HIP_ FROM: Cust: R 761 JRef:1X707610001 T59 / DrwNo:193.21.0723.05860 SSB /WHK 07/12/2021 6'7"3 6'7"31'5" 3"13 2'3"32'8"8'1" 10'0"11 A B C D 3.54 12 2X4(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 2-6-8 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 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 71 /-/-/-/49 /- D 20 /-/-/3 /-/- C 44 /-/-/-/39 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.061 Max BC CSI:0.040 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:K2 Ply: 1 Qty:1 SEQN:176023 /HIP_ FROM: Cust: R 761 JRef:1X707610001 T15 / DrwNo:193.21.0723.06532 SSB /WHK 07/12/2021 3'7"2 3'7"21'5" 3"13 1'4"91'9"68'1" 9'2"1 A B C D 3.54 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 2-6-8 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 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 71 /-/-/-/49 /- D 20 /-/-/3 /-/- C 44 /-/-/-/39 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.061 Max BC CSI:0.040 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:K2 Ply: 1 Qty:1 SEQN:176023 /HIP_ FROM: Cust: R 761 JRef:1X707610001 T15 / DrwNo:193.21.0723.06532 SSB /WHK 07/12/2021 3'7"2 3'7"21'5" 3"13 1'4"91'9"68'1" 9'2"1 A B C D 3.54 12 2X4(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 2-7-1 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 72 /-/-/-/49 /- D 21 /-/-/3 /-/- C 46 /-/-/-/41 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.044 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:K3 Ply: 1 Qty:1 SEQN:176026 /HIP_ FROM: Cust: R 761 JRef:1X707610001 T14 / DrwNo:193.21.0723.06203 SSB /WHK 07/12/2021 3'7"15 3'7"151'5" 3"13 1'4"131'9"98'1" 9'2"5 A B C D 3.54 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 2-7-1 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 72 /-/-/-/49 /- D 21 /-/-/3 /-/- C 46 /-/-/-/41 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.044 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:K3 Ply: 1 Qty:1 SEQN:176026 /HIP_ FROM: Cust: R 761 JRef:1X707610001 T14 / DrwNo:193.21.0723.06203 SSB /WHK 07/12/2021 3'7"15 3'7"151'5" 3"13 1'4"131'9"98'1" 9'2"5 A B C D 3.54 12 2X4(A1) 07/12/2021 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; Loading Hipjack supports 5-11-1 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 (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 261 /-/-/-/163 /- D 122 /-/-/16 /-/- C 287 /-/-/-/253 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.023 D - - HORZ(TL):0.042 D - - Creep Factor: 2.0 Max TC CSI:0.615 Max BC CSI:0.624 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:K4 Ply: 1 Qty:2 SEQN:175996 /HIP_ FROM: Cust: R 761 JRef:1X707610001 T3 / DrwNo:193.21.0723.06330 SSB /WHK 07/12/2021 8'4"8 8'4"81'5" 3"13 2'9"73'2"48'1" 10'6"15 A B C D 3.54 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Loading Hipjack supports 5-11-1 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 (3) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 261 /-/-/-/163 /- D 122 /-/-/16 /-/- C 287 /-/-/-/253 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.023 D - - HORZ(TL):0.042 D - - Creep Factor: 2.0 Max TC CSI:0.615 Max BC CSI:0.624 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:K4 Ply: 1 Qty:2 SEQN:175996 /HIP_ FROM: Cust: R 761 JRef:1X707610001 T3 / DrwNo:193.21.0723.06330 SSB /WHK 07/12/2021 8'4"8 8'4"81'5" 3"13 2'9"73'2"48'1" 10'6"15 A B C D 3.54 12 2X4(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 4-11-1 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 176 /-/-/-/109 /- D 88 /-/-/8 /-/- C 191 /-/-/-/170 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.013 D - - HORZ(TL):0.024 D - - Creep Factor: 2.0 Max TC CSI:0.656 Max BC CSI:0.401 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:K5 Ply: 1 Qty:1 SEQN:175999 /HIP_ FROM: Cust: R 761 JRef:1X707610001 T35 / DrwNo:193.21.0723.05671 SSB /WHK 07/12/2021 6'11"8 6'11"81'5" 3"13 2'4"72'9"48'1" 10'1"15 A B C D 3.54 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 4-11-1 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 176 /-/-/-/109 /- D 88 /-/-/8 /-/- C 191 /-/-/-/170 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.013 D - - HORZ(TL):0.024 D - - Creep Factor: 2.0 Max TC CSI:0.656 Max BC CSI:0.401 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:K5 Ply: 1 Qty:1 SEQN:175999 /HIP_ FROM: Cust: R 761 JRef:1X707610001 T35 / DrwNo:193.21.0723.05671 SSB /WHK 07/12/2021 6'11"8 6'11"81'5" 3"13 2'4"72'9"48'1" 10'1"15 A B C D 3.54 12 2X4(A1) 07/12/2021 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 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 147 /-/-/-/97 /- D 54 /-/-/7 /-/- C 121 /-/-/-/107 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.005 D - - HORZ(TL):0.008 D - - Creep Factor: 2.0 Max TC CSI:0.310 Max BC CSI:0.189 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:K6 Ply: 1 Qty:1 SEQN:176003 /HIP_ FROM: Cust: R 761 JRef:1X707610001 T43 / DrwNo:193.21.0723.05579 SSB /WHK 07/12/2021 5'7"14 5'7"141'5" 3"13 1'11"132'4"108'1" 9'9"5 A B C D 3.54 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 4-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 147 /-/-/-/97 /- D 54 /-/-/7 /-/- C 121 /-/-/-/107 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.005 D - - HORZ(TL):0.008 D - - Creep Factor: 2.0 Max TC CSI:0.310 Max BC CSI:0.189 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:K6 Ply: 1 Qty:1 SEQN:176003 /HIP_ FROM: Cust: R 761 JRef:1X707610001 T43 / DrwNo:193.21.0723.05579 SSB /WHK 07/12/2021 5'7"14 5'7"141'5" 3"13 1'11"132'4"108'1" 9'9"5 A B C D 3.54 12 2X4(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.41 to 32 plf at 0.00 TC: From 0 plf at 0.00 to 53 plf at 4.24 BC: From 0 plf at 0.00 to 19 plf at 4.24 TC: 40 lb Conc. Load at -1.41 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 134 /-/-/-/101 /- D 23 /-/-/11 /-/- C 58 /-/-/-/53 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.154 Max BC CSI:0.040 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:K7 Ply: 1 Qty:2 SEQN:176009 /HIP_ FROM: Cust: R 761 JRef:1X707610001 T36 / DrwNo:193.21.0723.05843 SSB /WHK 07/12/2021 4'2"15 4'2"151'5" 3"13 1'6"131'11"1010'9" 12'0"5 A B C D 3.54 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.41 to 32 plf at 0.00 TC: From 0 plf at 0.00 to 53 plf at 4.24 BC: From 0 plf at 0.00 to 19 plf at 4.24 TC: 40 lb Conc. Load at -1.41 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 134 /-/-/-/101 /- D 23 /-/-/11 /-/- C 58 /-/-/-/53 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.154 Max BC CSI:0.040 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:K7 Ply: 1 Qty:2 SEQN:176009 /HIP_ FROM: Cust: R 761 JRef:1X707610001 T36 / DrwNo:193.21.0723.05843 SSB /WHK 07/12/2021 4'2"15 4'2"151'5" 3"13 1'6"131'11"1010'9" 12'0"5 A B C D 3.54 12 2X4(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 148 /-/-/142 /99 /44 D 10 /-1 /-/15 /11 /- C -/-13 /-/30 /30 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.009 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:C1 Ply: 1 Qty:9 SEQN:175963 /JACK FROM: Cust: R 761 JRef:1X707610001 T78 / DrwNo:193.21.0723.06140 SSB /WHK 07/12/2021 1' 1'1' 4"1 9"11'1"138'1" 8'6"9 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 148 /-/-/142 /99 /44 D 10 /-1 /-/15 /11 /- C -/-13 /-/30 /30 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.009 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:C1 Ply: 1 Qty:9 SEQN:175963 /JACK FROM: Cust: R 761 JRef:1X707610001 T78 / DrwNo:193.21.0723.06140 SSB /WHK 07/12/2021 1' 1'1' 4"1 9"11'1"138'1" 8'6"9 A B C D 5 12 2X4(A1) 07/12/2021 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 60 /-/-/33 /36 /49 D 15 /-/-/8 /-/- C 63 /-/-/43 /59 /- Wind reactions based on MWFRS A Brg Width = 1.5 D Brg Width = 1.5 C Brg Width = 1.5 Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.003 D 999 360 VERT(CL):0.004 D 999 240 HORZ(LL):-0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.073 Max BC CSI:0.006 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:C1C Ply: 1 Qty:1 SEQN:175987 /JACK FROM: Cust: R 761 JRef:1X707610001 T46 / DrwNo:193.21.0723.05812 SSB /WHK 07/12/2021 1' 1'1"8 1'1"8 2'1"8 1'1"8 3"13 9"14"12 1'1"1310'4"4 10'9" 11'2"9 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 60 /-/-/33 /36 /49 D 15 /-/-/8 /-/- C 63 /-/-/43 /59 /- Wind reactions based on MWFRS A Brg Width = 1.5 D Brg Width = 1.5 C Brg Width = 1.5 Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.003 D 999 360 VERT(CL):0.004 D 999 240 HORZ(LL):-0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.073 Max BC CSI:0.006 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:C1C Ply: 1 Qty:1 SEQN:175987 /JACK FROM: Cust: R 761 JRef:1X707610001 T46 / DrwNo:193.21.0723.05812 SSB /WHK 07/12/2021 1' 1'1"8 1'1"8 2'1"8 1'1"8 3"13 9"14"12 1'1"1310'4"4 10'9" 11'2"9 A B C D 5 12 2X4(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 191 /-/-/156 /99 /95 D 50 /-/-/28 /0 /- C 63 /-/-/39 /70 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.077 Max BC CSI:0.067 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:C2 Ply: 1 Qty:6 SEQN:175964 /JACK FROM: Cust: R 761 JRef:1X707610001 T79 / DrwNo:193.21.0723.01954 JB /DF 07/12/2021 3' 3'1' 4"1 1'7"11'11"138'1" 9'4"9 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 191 /-/-/156 /99 /95 D 50 /-/-/28 /0 /- C 63 /-/-/39 /70 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.077 Max BC CSI:0.067 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:C2 Ply: 1 Qty:6 SEQN:175964 /JACK FROM: Cust: R 761 JRef:1X707610001 T79 / DrwNo:193.21.0723.01954 JB /DF 07/12/2021 3' 3'1' 4"1 1'7"11'11"138'1" 9'4"9 A B C D 5 12 2X4(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 261 /-/-/199 /128 /145 D 89 /-/-/50 /2 /- C 117 /-/-/76 /126 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.006 D - - HORZ(TL):0.010 D - - Creep Factor: 2.0 Max TC CSI:0.295 Max BC CSI:0.228 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:C3 Ply: 1 Qty:2 SEQN:175965 /JACK FROM: Cust: R 761 JRef:1X707610001 T38 / DrwNo:193.21.0723.01671 JB /DF 07/12/2021 5' 5'1' 4"1 2'5"12'9"138'1" 10'2"9 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 261 /-/-/199 /128 /145 D 89 /-/-/50 /2 /- C 117 /-/-/76 /126 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.006 D - - HORZ(TL):0.010 D - - Creep Factor: 2.0 Max TC CSI:0.295 Max BC CSI:0.228 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:C3 Ply: 1 Qty:2 SEQN:175965 /JACK FROM: Cust: R 761 JRef:1X707610001 T38 / DrwNo:193.21.0723.01671 JB /DF 07/12/2021 5' 5'1' 4"1 2'5"12'9"138'1" 10'2"9 A B C D 5 12 2X4(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 148 /-/-/142 /99 /44 D 10 /-1 /-/15 /11 /- C -/-13 /-/30 /30 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.009 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:C4 Ply: 1 Qty:10 SEQN:175966 /JACK FROM: Cust: R 761 JRef:1X707610001 T89 / DrwNo:193.21.0723.05297 SSB /WHK 07/12/2021 1' 1'1' 4"1 9"11'1"1310'9" 11'2"9 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 148 /-/-/142 /99 /44 D 10 /-1 /-/15 /11 /- C -/-13 /-/30 /30 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.009 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:C4 Ply: 1 Qty:10 SEQN:175966 /JACK FROM: Cust: R 761 JRef:1X707610001 T89 / DrwNo:193.21.0723.05297 SSB /WHK 07/12/2021 1' 1'1' 4"1 9"11'1"1310'9" 11'2"9 A B C D 5 12 2X4(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 191 /-/-/156 /99 /95 D 50 /-/-/28 /0 /- C 63 /-/-/39 /70 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.077 Max BC CSI:0.067 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:C5 Ply: 1 Qty:5 SEQN:175967 /JACK FROM: Cust: R 761 JRef:1X707610001 T42 / DrwNo:193.21.0723.06578 SSB /WHK 07/12/2021 3' 3'1' 4"1 1'7"11'11"138'1" 9'4"9 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 191 /-/-/156 /99 /95 D 50 /-/-/28 /0 /- C 63 /-/-/39 /70 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.077 Max BC CSI:0.067 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:C5 Ply: 1 Qty:5 SEQN:175967 /JACK FROM: Cust: R 761 JRef:1X707610001 T42 / DrwNo:193.21.0723.06578 SSB /WHK 07/12/2021 3' 3'1' 4"1 1'7"11'11"138'1" 9'4"9 A B C D 5 12 2X4(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 113 /-/-/73 /46 /74 C 55 /-/-/34 /6 /- B 74 /-/-/49 /76 /- Wind reactions based on MWFRS A Brg Width = 1.5 C Brg Width = 1.5 B Brg Width = 1.5 Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.105 Max BC CSI:0.094 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:C5A Ply: 1 Qty:1 SEQN:175984 /JACK FROM: Cust: R 761 JRef:1X707610001 T56 / DrwNo:193.21.0723.06093 SSB /WHK 07/12/2021 3' 1"8 1"8 3'1"8 3' 4"1 1'7"18'1" 9'4"9 A B C 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 113 /-/-/73 /46 /74 C 55 /-/-/34 /6 /- B 74 /-/-/49 /76 /- Wind reactions based on MWFRS A Brg Width = 1.5 C Brg Width = 1.5 B Brg Width = 1.5 Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.105 Max BC CSI:0.094 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:C5A Ply: 1 Qty:1 SEQN:175984 /JACK FROM: Cust: R 761 JRef:1X707610001 T56 / DrwNo:193.21.0723.06093 SSB /WHK 07/12/2021 3' 1"8 1"8 3'1"8 3' 4"1 1'7"18'1" 9'4"9 A B C 5 12 2X4(A1) 07/12/2021 COA #0 278 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 261 /-/-/199 /128 /145 D 89 /-/-/50 /2 /- C 117 /-/-/76 /126 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.006 D - - HORZ(TL):0.010 D - - Creep Factor: 2.0 Max TC CSI:0.295 Max BC CSI:0.228 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:C6 Ply: 1 Qty:2 SEQN:175968 /JACK FROM: Cust: R 761 JRef:1X707610001 T27 / DrwNo:193.21.0723.01703 JB /DF 07/12/2021 5' 5'1' 4"1 2'5"12'9"138'1" 10'2"9 A B C D 5 12 2X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org 6750 Forum Drive Suite 305 Orlando FL, 32821 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe-nails at top chord. Provide (2) 0.131"x3.0", min. toe-nails at bottom chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 261 /-/-/199 /128 /145 D 89 /-/-/50 /2 /- C 117 /-/-/76 /126 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req =1.5 D Brg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:37.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.006 D - - HORZ(TL):0.010 D - - Creep Factor: 2.0 Max TC CSI:0.295 Max BC CSI:0.228 Max Web CSI:0.000 VIEW Ver: 20.02.00A.1020.21 Job Number:21-0651 /GROZA BUILDERS, INC. / /LATORTUGA /HOOD RESIDENCE Truss Label:C6 Ply: 1 Qty:2 SEQN:175968 /JACK FROM: Cust: R 761 JRef:1X707610001 T27 / DrwNo:193.21.0723.01703 JB /DF 07/12/2021 5' 5'1' 4"1 2'5"12'9"138'1" 10'2"9 A B C D 5 12 2X4(A1) 07/12/2021 COA #0 278 514 Earth City Expressway Suite 242 Earth City, MO 63045 07/12/2021COA #0 278 514 Earth City Expressway Suite 242 Earth City, MO 63045 07/12/2021COA #0 278