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HomeMy WebLinkAboutTruss EngineeringLumber design values are in accordance with ANSI/TPI 1-2014 section 6.3 These truss designs rely on lumber values established by others. RE: Job WRMSBM1674B Page 1 of 2 A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946Site Information: Customer Info: RENAR DEVELOPMENT CO. Project Name: MORNINGSIDE Lot/Block:Model: BERMUDA 1674 Subdivision: Address: MORNINGSIDE, FORT PIERCE City: County: St Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC 2017 RES / TPI 2014 Design Program: Alpine Engineered Products Wind Code: ASCE 7-10 Wind Speed: 160 Roof Load: 37.0 psf Floor Load: 0.0 psf This package includes 34 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. The truss drawing(s) referenced have been prepared by Alpine Engineered Products, Inc. under my direct supervision based on the parameters provided by A-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Rama Pranav Kristam My license renewal date for the state of Florida is February 28,2021. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents') provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Rama Pranav Kristam PE by [A1 Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Delegated' Engineering Documents') are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD only. The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. Rama Pranav Kristam, P.E. 4451 St Lucie Blvd. Suite 201 Fort Pierce, FL 34946 No.Seq #Truss Name Date 1 2671 A01 8/20/20 2 2589 A02 8/20/20 3 2584 A03 8/20/20 4 4357 A04 8/20/20 5 2599 A05 8/20/20 6 2683 A06 8/20/20 7 2611 A07 8/20/20 8 2621 A08 8/20/20 9 2643 A09 8/20/20 10 2511 A10 8/20/20 11 2470 A11 8/20/20 12 2513 A12 8/20/20 No.Seq #Truss Name Date 13 2719 A13 8/20/20 14 2650 A14 8/20/20 15 2656 A15 8/20/20 16 4503 B01 8/20/20 17 2647 B02E 8/20/20 18 2668 C01 8/20/20 19 2674 C02 8/20/20 20 2665 C03 8/20/20 21 2680 CJ1 8/20/20 22 2521 CJ1A 8/20/20 23 2522 CJ3 8/20/20 24 2523 CJ3A 8/20/20 No.Seq #Truss Name Date 25 2704 CJ5 8/20/20 26 2713 CJ5P 8/20/20 27 2707 HJ7 8/20/20 28 2537 HJ7S 8/20/20 29 2527 J3GE 8/20/20 30 2701 J7 8/20/20 31 2529 J7C 8/20/20 32 2716 J7P 8/20/20 33 2695 V01 8/20/20 34 2698 V02 8/20/20 35 STDL01 STD. DETAIL 8/20/20 36 STDL02 STD. DETAIL 8/20/20 Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3 These truss designs rely on lumber values established by others. RE: Job WRMSBM1674B Page 2 of 2 No.Seq #Truss Name Date 37 STDL03 STD. DETAIL 8/20/20 38 STDL04 STD. DETAIL 8/20/20 39 STDL05 STD. DETAIL 8/20/20 40 STDL06 STD. DETAIL 8/20/20 41 STDL07 STD. DETAIL 8/20/20 42 STDL08 STD. DETAIL 8/20/20 43 STDL09 STD. DETAIL 8/20/20 44 STDL10 STD. DETAIL 8/20/20 45 STDL11 STD. DETAIL 8/20/20 46 STDL12 STD. DETAIL 8/20/20 47 STDL13 STD. DETAIL 8/20/20 48 STDL14 STD. DETAIL 8/20/20 49 STDL15 STD. DETAIL 8/20/20 50 STDL16 STD. DETAIL 8/20/20 Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 T2 2x4 SP M-30; Bot chord 2x4 SP #2 Webs 2x4 SP #3 W1 2x4 SP 2400f-2.0E; W6 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.77 25.56 BC 75 2.80 10.89 BC 92 10.92 18.60 BC 112 18.68 37.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S 707 /- /- /384 /330 /418 T 1546 /- /- /794 /535 /- H 797 /- /- /558 /348 /- Wind reactions based on MWFRS S Brg Width = 7.6 Min Req = 1.5 T Brg Width = 7.6 Min Req = 1.8 H Brg Width = 7.6 Min Req = 1.5 Bearings S, T, & H are a rigid surface. Bearings S, T, & H require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 27 0 B - S 2209 -2316 C - D 667 -986 D - E 289 -112 Chords Tens. Comp. E - F 313 -109 F - G 460 -622 G - H 607 -1147 H - I 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 819 -264 Q - P 28 -31 O - N 992 -326 M - L 466 -127 Chords Tens. Comp. L - K 957 -431 K - J 957 -431 J - H 959 -430 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - R 3323 -1661 R - B 3660 -2032 C - Q 324 -643 C - O 609 -252 Q - O 1077 -302 O - P 0 -211 O - D 321 -101 Webs Tens. Comp. D - N 414 -1208 E - N 379 -547 N - M 504 -1041 M - F 222 -699 F - L 441 -115 L - G 349 -564 G - J 205 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.381 B 597 360 VERT(CL): 0.719 B 316 240 HORZ(LL): 0.174 B - - HORZ(TL): 0.328 B - - Creep Factor: 2.0 Max TC CSI: 0.822 Max BC CSI: 0.978 Max Web CSI: 0.973 Wgt: 207.2 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A01 Truss Type COMN Qty 1 Ply 1 2671 08/24/2020 18'3"13 19'8"3 SEAT PLATE REQ.SEAT PLATE REQ.SEAT PLATE REQ. 9'9"4 15'9"8 12'5"4 11'0"6 7'4"4 19'7"61'4"1'4" 38' 1'4" 4"3 2'4"3'6'6"137'1"12(a) (a) A B C D E F G H I JKLM N OPQR S T 6 12 3X3 3X4 3X10 2X4(R) 3X3 3X3 5X8 3X4 6X6 1.5X3 3X4 1.5X3 4X6(R) 3X6(R) 5X6 3X4 3X6 3X4 1.5X3 3X6(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 T2 2x4 SP M-30; Bot chord 2x4 SP #2 Webs 2x4 SP #3 W1 2x4 SP 2400f-2.0E; W6 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.77 25.56 BC 75 2.80 10.89 BC 92 10.92 18.60 BC 112 18.68 37.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S 707 /- /- /384 /330 /418 T 1546 /- /- /794 /535 /- H 797 /- /- /558 /348 /- Wind reactions based on MWFRS S Brg Width = 7.6 Min Req = 1.5 T Brg Width = 7.6 Min Req = 1.8 H Brg Width = 7.6 Min Req = 1.5 Bearings S, T, & H are a rigid surface. Bearings S, T, & H require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 27 0 B - S 2209 -2316 C - D 667 -986 D - E 289 -112 Chords Tens. Comp. E - F 313 -109 F - G 460 -622 G - H 607 -1147 H - I 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 819 -264 Q - P 28 -31 O - N 992 -326 M - L 466 -127 Chords Tens. Comp. L - K 957 -431 K - J 957 -431 J - H 959 -430 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - R 3323 -1661 R - B 3660 -2032 C - Q 324 -643 C - O 609 -252 Q - O 1077 -302 O - P 0 -211 O - D 321 -101 Webs Tens. Comp. D - N 414 -1208 E - N 379 -547 N - M 504 -1041 M - F 222 -699 F - L 441 -115 L - G 349 -564 G - J 205 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.381 B 597 360 VERT(CL): 0.719 B 316 240 HORZ(LL): 0.174 B - - HORZ(TL): 0.328 B - - Creep Factor: 2.0 Max TC CSI: 0.822 Max BC CSI: 0.978 Max Web CSI: 0.973 Wgt: 207.2 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A01 Truss Type COMN Qty 1 Ply 1 2671 08/24/2020 18'3"13 19'8"3 SEAT PLATE REQ.SEAT PLATE REQ.SEAT PLATE REQ. 9'9"4 15'9"8 12'5"4 11'0"6 7'4"4 19'7"61'4"1'4" 38' 1'4" 4"3 2'4"3'6'6"137'1"12(a) (a) A B C D E F G H I JKLM N OPQR S T 6 12 3X3 3X4 3X10 2X4(R) 3X3 3X3 5X8 3X4 6X6 1.5X3 3X4 1.5X3 4X6(R) 3X6(R) 5X6 3X4 3X6 3X4 1.5X3 3X6(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 T1 2x6 SP 2400f-2.0E; Bot chord 2x4 SP #2 Webs 2x4 SP #3 Lt Wedge: 2x4 SP #3; Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.31 23.36 BC 26 0.15 2.30 BC 71 2.19 18.16 BC 76 18.16 37.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL T 1437 /- /- /761 /551 /222 I 1519 /- /- /882 /591 /- Wind reactions based on MWFRS T Brg Width = 7.6 Min Req = 1.7 I Brg Width = 7.6 Min Req = 1.8 Bearings T & I are a rigid surface. Bearings T & I require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 409 -600 B - C 1477 -3389 C - D 1290 -2760 D - E 1407 -2859 E - F 1403 -2850 Chords Tens. Comp. F - G 1033 -2054 G - H 1007 -2071 H - I 1175 -2657 I - J 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - S 0 0 B - R 3233 -1185 R - Q 3231 -1184 Q - P 3231 -1184 P - N 2366 -785 Chords Tens. Comp. O - M 15 -8 M - L 2290 -923 L - K 2290 -923 K - I 2292 -922 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - C 81 -62 C - P 503 -1035 D - P 607 -206 D - N 596 -277 E - N 255 -352 N - O 63 0 Webs Tens. Comp. N - M 1935 -675 N - F 1483 -546 M - F 186 -472 M - H 349 -603 H - K 246 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.428 S 999 360 VERT(CL): 0.810 S 553 240 HORZ(LL): 0.319 K - - HORZ(TL): 0.604 K - - Creep Factor: 2.0 Max TC CSI: 0.974 Max BC CSI: 0.960 Max Web CSI: 0.737 Wgt: 214.2 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A02 Truss Type HIPS Qty 1 Ply 1 2589 08/24/2020 38' SEAT PLATE REQ.SEAT PLATE REQ. 11'7"12 12'0"8 14'3"12 2'7"10 15'8"8 19'7"14 1'4" 1'4" 4"3 2'4"7'6"18'1"A B C D E F G H I J KLM N O PQR ST 6 12 3X4(A1) 3X8 5X6 1.5X3 3X4 4X6 6X6 3X4 1.5X3 6X8 1.5X4 4X10 6X6 3X6 3X6 3X4 1.5X3 3X6(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 T1 2x6 SP 2400f-2.0E; Bot chord 2x4 SP #2 Webs 2x4 SP #3 Lt Wedge: 2x4 SP #3; Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.31 23.36 BC 26 0.15 2.30 BC 71 2.19 18.16 BC 76 18.16 37.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL T 1437 /- /- /761 /551 /222 I 1519 /- /- /882 /591 /- Wind reactions based on MWFRS T Brg Width = 7.6 Min Req = 1.7 I Brg Width = 7.6 Min Req = 1.8 Bearings T & I are a rigid surface. Bearings T & I require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 409 -600 B - C 1477 -3389 C - D 1290 -2760 D - E 1407 -2859 E - F 1403 -2850 Chords Tens. Comp. F - G 1033 -2054 G - H 1007 -2071 H - I 1175 -2657 I - J 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - S 0 0 B - R 3233 -1185 R - Q 3231 -1184 Q - P 3231 -1184 P - N 2366 -785 Chords Tens. Comp. O - M 15 -8 M - L 2290 -923 L - K 2290 -923 K - I 2292 -922 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - C 81 -62 C - P 503 -1035 D - P 607 -206 D - N 596 -277 E - N 255 -352 N - O 63 0 Webs Tens. Comp. N - M 1935 -675 N - F 1483 -546 M - F 186 -472 M - H 349 -603 H - K 246 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.428 S 999 360 VERT(CL): 0.810 S 553 240 HORZ(LL): 0.319 K - - HORZ(TL): 0.604 K - - Creep Factor: 2.0 Max TC CSI: 0.974 Max BC CSI: 0.960 Max Web CSI: 0.737 Wgt: 214.2 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A02 Truss Type HIPS Qty 1 Ply 1 2589 08/24/2020 38' SEAT PLATE REQ.SEAT PLATE REQ. 11'7"12 12'0"8 14'3"12 2'7"10 15'8"8 19'7"14 1'4" 1'4" 4"3 2'4"7'6"18'1"A B C D E F G H I J KLM N O PQR ST 6 12 3X4(A1) 3X8 5X6 1.5X3 3X4 4X6 6X6 3X4 1.5X3 6X8 1.5X4 4X10 6X6 3X6 3X6 3X4 1.5X3 3X6(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP 2400f-2.0E T1 2x8 SP 2400f-1.8E; Bot chord 2x4 SP 2400f-2.0E Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 10.95 18.99 BC 120 0.11 15.82 BC 120 15.82 35.16 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1431 /- /- /765 /378 /235 I 1512 /- /- /896 /379 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req = 1.5 I Brg Width = 7.6 Min Req = 1.5 Bearings A & I are a rigid surface. Bearings A & I require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 408 -622 B - C 1174 -2742 C - D 1181 -2412 D - E 1179 -2322 E - F 1178 -2317 Chords Tens. Comp. F - G 961 -1891 G - H 932 -1911 H - I 1129 -2605 I - J 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 2509 -826 Q - P 2506 -820 P - N 2055 -618 O - M 13 -6 Chords Tens. Comp. M - L 2235 -871 L - K 2235 -871 K - I 2237 -869 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 197 0 C - P 399 -804 D - P 628 -292 D - N 413 -191 E - N 153 -202 N - O 5 0 Webs Tens. Comp. N - M 2049 -659 N - F 1500 -481 M - F 287 -875 M - H 402 -719 H - K 293 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.330 C 999 360 VERT(CL): 0.617 C 723 240 HORZ(LL): 0.236 K - - HORZ(TL): 0.443 K - - Creep Factor: 2.0 Max TC CSI: 0.593 Max BC CSI: 0.638 Max Web CSI: 0.781 Wgt: 226.8 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A03 Truss Type HIPS Qty 1 Ply 1 2584 08/24/2020 38' SEAT PLATE REQ.SEAT PLATE REQ. 13'7"12 8'0"8 16'3"12 18'4"8 19'7"8 1'4" 1'4" 4"3 2'4"8'6"19'1"(a) (a) A B C D E F G H I J KLM N O PQ 6 12 4X10(B10R) 5X10(R) 1.5X3 5X6 3X4 1.5X3 7X8 1.5X3 6X8 6X6 3X6 3X6 3X4 1.5X3 4X4(A2) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP 2400f-2.0E T1 2x8 SP 2400f-1.8E; Bot chord 2x4 SP 2400f-2.0E Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 10.95 18.99 BC 120 0.11 15.82 BC 120 15.82 35.16 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1431 /- /- /765 /378 /235 I 1512 /- /- /896 /379 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req = 1.5 I Brg Width = 7.6 Min Req = 1.5 Bearings A & I are a rigid surface. Bearings A & I require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 408 -622 B - C 1174 -2742 C - D 1181 -2412 D - E 1179 -2322 E - F 1178 -2317 Chords Tens. Comp. F - G 961 -1891 G - H 932 -1911 H - I 1129 -2605 I - J 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 2509 -826 Q - P 2506 -820 P - N 2055 -618 O - M 13 -6 Chords Tens. Comp. M - L 2235 -871 L - K 2235 -871 K - I 2237 -869 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 197 0 C - P 399 -804 D - P 628 -292 D - N 413 -191 E - N 153 -202 N - O 5 0 Webs Tens. Comp. N - M 2049 -659 N - F 1500 -481 M - F 287 -875 M - H 402 -719 H - K 293 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.330 C 999 360 VERT(CL): 0.617 C 723 240 HORZ(LL): 0.236 K - - HORZ(TL): 0.443 K - - Creep Factor: 2.0 Max TC CSI: 0.593 Max BC CSI: 0.638 Max Web CSI: 0.781 Wgt: 226.8 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A03 Truss Type HIPS Qty 1 Ply 1 2584 08/24/2020 38' SEAT PLATE REQ.SEAT PLATE REQ. 13'7"12 8'0"8 16'3"12 18'4"8 19'7"8 1'4" 1'4" 4"3 2'4"8'6"19'1"(a) (a) A B C D E F G H I J KLM N O PQ 6 12 4X10(B10R) 5X10(R) 1.5X3 5X6 3X4 1.5X3 7X8 1.5X3 6X8 6X6 3X6 3X6 3X4 1.5X3 4X4(A2) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 B4 2x4 SP M-30; Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.65 19.69 BC 120 0.15 10.89 BC 104 10.90 19.58 BC 120 18.33 37.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1530 /- /- /870 /113 /285 K 1530 /- /- /908 /127 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.8 K Brg Width = 7.6 Min Req = 1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 1135 -2725 C - D 1238 -2920 D - E 1256 -2895 E - F 1056 -2209 F - G 1052 -2017 Chords Tens. Comp. G - H 1086 -2329 H - I 1020 -2206 I - J 1003 -2266 J - K 1166 -2672 K - L 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 2366 -813 V - U 63 -22 T - S 2555 -808 S - Q 1912 -501 R - P 12 -5 Chords Tens. Comp. Q - O 1900 -495 P - N 21 -9 N - M 21 -9 M - K 2321 -916 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 242 -476 C - T 255 0 V - T 2352 -807 T - U 76 0 T - E 617 -183 E - S 441 -891 F - S 528 -215 F - O 353 -135 Webs Tens. Comp. R - Q 78 -14 O - P 37 -54 O - G 700 -275 O - H 202 -160 O - M 2097 -709 H - M 225 -444 M - J 300 -427 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.197 S 999 360 VERT(CL): 0.371 S 999 240 HORZ(LL): 0.099 M - - HORZ(TL): 0.186 M - - Creep Factor: 2.0 Max TC CSI: 0.548 Max BC CSI: 0.815 Max Web CSI: 0.896 Wgt: 235.2 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A04 Truss Type COMN Qty 1 Ply 1 4357 08/24/2020 38' SEAT PLATE REQ.SEAT PLATE REQ. 15'7"12 4'0"8 18'3"12 11'0"6 7'3"10 19'8"1'4"1'4" 1'4" 4"3 2'4"9'6"110'1"(a) A B C D E F G H I J K L MN O P Q R S TUV 6 12 3X6(A1) 5X12 3X6 5X8 1.5X4 5X6 1.5X4 1.5X3 5X8 1.5X3 5X6 3X6 4X12 3X6 1.5X3 3X6(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 B4 2x4 SP M-30; Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.65 19.69 BC 120 0.15 10.89 BC 104 10.90 19.58 BC 120 18.33 37.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1530 /- /- /870 /113 /285 K 1530 /- /- /908 /127 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.8 K Brg Width = 7.6 Min Req = 1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 1135 -2725 C - D 1238 -2920 D - E 1256 -2895 E - F 1056 -2209 F - G 1052 -2017 Chords Tens. Comp. G - H 1086 -2329 H - I 1020 -2206 I - J 1003 -2266 J - K 1166 -2672 K - L 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 2366 -813 V - U 63 -22 T - S 2555 -808 S - Q 1912 -501 R - P 12 -5 Chords Tens. Comp. Q - O 1900 -495 P - N 21 -9 N - M 21 -9 M - K 2321 -916 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 242 -476 C - T 255 0 V - T 2352 -807 T - U 76 0 T - E 617 -183 E - S 441 -891 F - S 528 -215 F - O 353 -135 Webs Tens. Comp. R - Q 78 -14 O - P 37 -54 O - G 700 -275 O - H 202 -160 O - M 2097 -709 H - M 225 -444 M - J 300 -427 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.197 S 999 360 VERT(CL): 0.371 S 999 240 HORZ(LL): 0.099 M - - HORZ(TL): 0.186 M - - Creep Factor: 2.0 Max TC CSI: 0.548 Max BC CSI: 0.815 Max Web CSI: 0.896 Wgt: 235.2 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A04 Truss Type COMN Qty 1 Ply 1 4357 08/24/2020 38' SEAT PLATE REQ.SEAT PLATE REQ. 15'7"12 4'0"8 18'3"12 11'0"6 7'3"10 19'8"1'4"1'4" 1'4" 4"3 2'4"9'6"110'1"(a) A B C D E F G H I J K L MN O P Q R S TUV 6 12 3X6(A1) 5X12 3X6 5X8 1.5X4 5X6 1.5X4 1.5X3 5X8 1.5X3 5X6 3X6 4X12 3X6 1.5X3 3X6(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 T3,T4 2x4 SP #2; Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 18.52 BC 120 18.52 37.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1530 /- /- /871 /111 /313 I 1530 /- /- /908 /119 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.8 I Brg Width = 7.6 Min Req = 1.8 Bearings B & I are a rigid surface. Bearings B & I require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 1048 -2619 C - D 1028 -2266 D - E 1062 -2254 E - F 915 -1931 Chords Tens. Comp. F - G 1041 -2312 G - H 1025 -2385 H - I 1095 -2670 I - J 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 2246 -694 R - Q 2244 -695 Q - P 1568 -341 P - N 1569 -341 Chords Tens. Comp. O - M 7 -3 M - L 7 -3 L - K 1881 -583 K - I 2312 -832 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - C 223 0 C - Q 382 -609 Q - E 637 -319 E - N 759 -275 N - O 95 0 N - L 1915 -592 Webs Tens. Comp. N - F 272 -333 S - N 0 0 L - F 170 -397 F - K 418 -150 K - H 284 -373 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.155 N 999 360 VERT(CL): 0.292 N 999 240 HORZ(LL): 0.068 K - - HORZ(TL): 0.128 K - - Creep Factor: 2.0 Max TC CSI: 0.585 Max BC CSI: 0.896 Max Web CSI: 0.730 Wgt: 226.8 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A05 Truss Type COMN Qty 1 Ply 1 2599 08/24/2020 38' SEAT PLATE REQ.SEAT PLATE REQ. 17'8"20'4" 18'4"8 19'7"81'4"1'4" 1'4" 4"310'6"311'1"2(a) A B CD E F G H I J KLM N O PQR S 6 12 3X6(A1) 1.5X3 3X4 3X6 3X4 3X6 5X6 5X8 2X4 3X6 4X8 3X8 3X4 3X6 1.5X3 3X6(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 T3,T4 2x4 SP #2; Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 18.52 BC 120 18.52 37.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1530 /- /- /871 /111 /313 I 1530 /- /- /908 /119 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.8 I Brg Width = 7.6 Min Req = 1.8 Bearings B & I are a rigid surface. Bearings B & I require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 1048 -2619 C - D 1028 -2266 D - E 1062 -2254 E - F 915 -1931 Chords Tens. Comp. F - G 1041 -2312 G - H 1025 -2385 H - I 1095 -2670 I - J 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 2246 -694 R - Q 2244 -695 Q - P 1568 -341 P - N 1569 -341 Chords Tens. Comp. O - M 7 -3 M - L 7 -3 L - K 1881 -583 K - I 2312 -832 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - C 223 0 C - Q 382 -609 Q - E 637 -319 E - N 759 -275 N - O 95 0 N - L 1915 -592 Webs Tens. Comp. N - F 272 -333 S - N 0 0 L - F 170 -397 F - K 418 -150 K - H 284 -373 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.155 N 999 360 VERT(CL): 0.292 N 999 240 HORZ(LL): 0.068 K - - HORZ(TL): 0.128 K - - Creep Factor: 2.0 Max TC CSI: 0.585 Max BC CSI: 0.896 Max Web CSI: 0.730 Wgt: 226.8 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A05 Truss Type COMN Qty 1 Ply 1 2599 08/24/2020 38' SEAT PLATE REQ.SEAT PLATE REQ. 17'8"20'4" 18'4"8 19'7"81'4"1'4" 1'4" 4"310'6"311'1"2(a) A B CD E F G H I J KLM N O PQR S 6 12 3X6(A1) 1.5X3 3X4 3X6 3X4 3X6 5X6 5X8 2X4 3X6 4X8 3X8 3X4 3X6 1.5X3 3X6(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 T1 2x8 SP 2400f-1.8E; T2 2x6 SP #2; Bot chord 2x4 SP #2 B1,B2 2x6 SP #2; Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Tray Scab(s) (2) 2x8x9-3-5 x SP 2400f-1.8E scabs at left end. Attach one scab to each outer face of chord with: 0.131"x3", min. nails @ 8" oc, Plus additional nail clusters at: BRG.: (4), heel: (6), 1st panel point: (2). Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 116 0.28 15.84 BC 26 13.63 15.83 BC 100 15.82 35.16 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1431 /- /- /810 /345 /290 J 1512 /- /- /899 /371 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req = 1.5 J Brg Width = 7.6 Min Req = 1.8 Bearings A & J are a rigid surface. Bearings A & J require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 364 -622 B - C 1306 -3262 C - D 1173 -2813 D - E 884 -2005 E - F 990 -2002 Chords Tens. Comp. F - G 930 -2163 G - H 924 -1963 H - I 922 -2135 I - J 1052 -2663 J - K 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 3166 -1078 V - U 3156 -1075 U - T 3156 -1075 T - R 2501 -787 S - P 32 -13 Chords Tens. Comp. R - O 2470 -773 Q - N 32 -11 N - M 2302 -827 M - L 2302 -827 L - J 2304 -827 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. V - C 76 -162 C - T 336 -764 D - T 442 -135 D - O 449 -900 S - R 43 -5 E - O 1361 -677 O - P 113 0 Webs Tens. Comp. O - F 181 -108 O - G 201 -149 O - N 1969 -632 P - Q 83 0 G - N 128 -441 N - I 271 -536 I - L 217 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.212 O 999 360 VERT(CL): 0.397 O 999 240 HORZ(LL): 0.136 L - - HORZ(TL): 0.255 L - - Creep Factor: 2.0 Max TC CSI: 0.468 Max BC CSI: 0.996 Max Web CSI: 0.750 Wgt: 311.5 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A06 Truss Type COMN Qty 12 Ply 1 2683 08/24/2020 38' SEAT PLATE REQ.SEAT PLATE REQ. 17'8"20'4" 13'7"10 2'0"8 19'7"82'8"6 1'4" 1'4" 4"3 2'4"10'6"311'1"2(a) A B C D E F G H I J K LMN OP Q RSTUV 6 12 4X12(B10R) 3X4 5X6 5X10(R) 3X4(**) 5X6(R) 10X10 3X3 2X4 3X4 4X10 3X6 3X6 3X4 3X6(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 T1 2x8 SP 2400f-1.8E; T2 2x6 SP #2; Bot chord 2x4 SP #2 B1,B2 2x6 SP #2; Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Tray Scab(s) (2) 2x8x9-3-5 x SP 2400f-1.8E scabs at left end. Attach one scab to each outer face of chord with: 0.131"x3", min. nails @ 8" oc, Plus additional nail clusters at: BRG.: (4), heel: (6), 1st panel point: (2). Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 116 0.28 15.84 BC 26 13.63 15.83 BC 100 15.82 35.16 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1431 /- /- /810 /345 /290 J 1512 /- /- /899 /371 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req = 1.5 J Brg Width = 7.6 Min Req = 1.8 Bearings A & J are a rigid surface. Bearings A & J require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 364 -622 B - C 1306 -3262 C - D 1173 -2813 D - E 884 -2005 E - F 990 -2002 Chords Tens. Comp. F - G 930 -2163 G - H 924 -1963 H - I 922 -2135 I - J 1052 -2663 J - K 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 3166 -1078 V - U 3156 -1075 U - T 3156 -1075 T - R 2501 -787 S - P 32 -13 Chords Tens. Comp. R - O 2470 -773 Q - N 32 -11 N - M 2302 -827 M - L 2302 -827 L - J 2304 -827 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. V - C 76 -162 C - T 336 -764 D - T 442 -135 D - O 449 -900 S - R 43 -5 E - O 1361 -677 O - P 113 0 Webs Tens. Comp. O - F 181 -108 O - G 201 -149 O - N 1969 -632 P - Q 83 0 G - N 128 -441 N - I 271 -536 I - L 217 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.212 O 999 360 VERT(CL): 0.397 O 999 240 HORZ(LL): 0.136 L - - HORZ(TL): 0.255 L - - Creep Factor: 2.0 Max TC CSI: 0.468 Max BC CSI: 0.996 Max Web CSI: 0.750 Wgt: 311.5 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A06 Truss Type COMN Qty 12 Ply 1 2683 08/24/2020 38' SEAT PLATE REQ.SEAT PLATE REQ. 17'8"20'4" 13'7"10 2'0"8 19'7"82'8"6 1'4" 1'4" 4"3 2'4"10'6"311'1"2(a) A B C D E F G H I J K LMN OP Q RSTUV 6 12 4X12(B10R) 3X4 5X6 5X10(R) 3X4(**) 5X6(R) 10X10 3X3 2X4 3X4 4X10 3X6 3X6 3X4 3X6(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP 2400f-2.0E T1 2x8 SP 2400f-1.8E; T2 2x6 SP #2; Bot chord 2x4 SP 2400f-2.0E Webs 2x4 SP #3 W3,W5 2x4 SP M-30; W6 2x4 SP 2400f-2.0E; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.63 16.30 BC 120 0.11 16.19 BC 30 13.63 16.18 BC 120 15.68 35.16 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1431 /- /- /770 /126 /272 I 1512 /- /- /900 /126 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req = 1.5 I Brg Width = 7.6 Min Req = 1.5 Bearings A & I are a rigid surface. Bearings A & I require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 400 -622 B - C 1162 -2797 C - D 1043 -2178 D - E 970 -1843 E - F 1005 -2141 Chords Tens. Comp. F - G 985 -2073 G - H 967 -2139 H - I 1094 -2661 I - J 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 2573 -820 V - T 2570 -814 U - Q 108 -37 T - S 1840 -468 S - N 1760 -430 R - P 33 -6 Chords Tens. Comp. Q - O 75 -31 P - M 75 -24 M - L 2300 -855 L - K 2300 -855 K - I 2302 -854 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 195 -6 C - T 479 -938 D - T 628 -285 U - S 92 -19 R - Q 297 -136 N - O 79 -66 N - E 834 -314 Webs Tens. Comp. N - F 244 -218 N - M 1944 -641 O - P 173 -290 F - M 172 -424 M - H 290 -535 H - K 218 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.319 N 999 360 VERT(CL): 0.598 N 746 240 HORZ(LL): 0.234 K - - HORZ(TL): 0.438 K - - Creep Factor: 2.0 Max TC CSI: 0.593 Max BC CSI: 0.386 Max Web CSI: 0.914 Wgt: 231.7 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A07 Truss Type HIPS Qty 1 Ply 1 2611 08/24/2020 38' SEAT PLATE REQ.SEAT PLATE REQ. 16'4"2'8"19' 16'4"2'0"8 19'7"8 1'4" 1'4" 4"3 2'4"9'10"310'5"2(a) A B C D E F G H I J KLM NO P Q R STUV 6 12 4X10(B10R) 5X10(R) 5X6 5X6(R) 3X4 2X4 3X6 5X8 3X3 5X6 3X4 4X10 3X6 3X6 3X4 3X6(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP 2400f-2.0E T1 2x8 SP 2400f-1.8E; T2 2x6 SP #2; Bot chord 2x4 SP 2400f-2.0E Webs 2x4 SP #3 W3,W5 2x4 SP M-30; W6 2x4 SP 2400f-2.0E; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.63 16.30 BC 120 0.11 16.19 BC 30 13.63 16.18 BC 120 15.68 35.16 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1431 /- /- /770 /126 /272 I 1512 /- /- /900 /126 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req = 1.5 I Brg Width = 7.6 Min Req = 1.5 Bearings A & I are a rigid surface. Bearings A & I require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 400 -622 B - C 1162 -2797 C - D 1043 -2178 D - E 970 -1843 E - F 1005 -2141 Chords Tens. Comp. F - G 985 -2073 G - H 967 -2139 H - I 1094 -2661 I - J 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 2573 -820 V - T 2570 -814 U - Q 108 -37 T - S 1840 -468 S - N 1760 -430 R - P 33 -6 Chords Tens. Comp. Q - O 75 -31 P - M 75 -24 M - L 2300 -855 L - K 2300 -855 K - I 2302 -854 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 195 -6 C - T 479 -938 D - T 628 -285 U - S 92 -19 R - Q 297 -136 N - O 79 -66 N - E 834 -314 Webs Tens. Comp. N - F 244 -218 N - M 1944 -641 O - P 173 -290 F - M 172 -424 M - H 290 -535 H - K 218 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.319 N 999 360 VERT(CL): 0.598 N 746 240 HORZ(LL): 0.234 K - - HORZ(TL): 0.438 K - - Creep Factor: 2.0 Max TC CSI: 0.593 Max BC CSI: 0.386 Max Web CSI: 0.914 Wgt: 231.7 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A07 Truss Type HIPS Qty 1 Ply 1 2611 08/24/2020 38' SEAT PLATE REQ.SEAT PLATE REQ. 16'4"2'8"19' 16'4"2'0"8 19'7"8 1'4" 1'4" 4"3 2'4"9'10"310'5"2(a) A B C D E F G H I J KLM NO P Q R STUV 6 12 4X10(B10R) 5X10(R) 5X6 5X6(R) 3X4 2X4 3X6 5X8 3X3 5X6 3X4 4X10 3X6 3X6 3X4 3X6(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP 2400f-2.0E T1 2x8 SP 2400f-1.8E; T2 2x6 SP #2; Bot chord 2x4 SP 2400f-2.0E Webs 2x4 SP #3 W5 2x4 SP M-30; W6 2x4 SP 2400f-2.0E; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.63 18.30 BC 120 0.11 15.82 BC 26 13.63 15.82 BC 120 15.82 35.16 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1431 /- /- /748 /441 /260 I 1512 /- /- /884 /443 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req = 1.5 I Brg Width = 7.6 Min Req = 1.5 Bearings A & I are a rigid surface. Bearings A & I require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 406 -622 B - C 1204 -2817 C - D 1158 -2361 D - E 1120 -2183 E - F 1116 -2174 Chords Tens. Comp. F - G 937 -1833 G - H 908 -1863 H - I 1113 -2591 I - J 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 2594 -859 T - S 2592 -854 S - Q 1983 -578 R - O 39 -16 Q - N 1948 -562 Chords Tens. Comp. P - M 49 -19 M - L 2219 -853 L - K 2219 -853 K - I 2221 -851 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - T 222 0 C - S 451 -941 D - S 628 -292 D - N 455 -150 R - Q 47 0 E - N 85 -107 O - P 0 -28 Webs Tens. Comp. N - O 12 -22 N - M 2200 -680 N - F 1671 -491 M - F 362 -1161 M - H 419 -762 H - K 306 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.331 T 999 360 VERT(CL): 0.620 T 720 240 HORZ(LL): 0.242 K - - HORZ(TL): 0.454 K - - Creep Factor: 2.0 Max TC CSI: 0.594 Max BC CSI: 0.872 Max Web CSI: 0.838 Wgt: 235.9 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A08 Truss Type HIPS Qty 1 Ply 1 2621 08/24/2020 38' SEAT PLATE REQ.SEAT PLATE REQ. 14'4"6'8"17' 16'4"2'0"8 19'7"8 1'4" 1'4" 4"3 2'4"8'10"39'5"2(a) (a) A B C D E F G H I J KLM N O P QRST 6 12 5X8(B10R) 5X10(R) 6X6 3X4 8X8 3X3 2X4 6X8 5X8 3X6 3X6 3X4 4X4(A2) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP 2400f-2.0E T1 2x8 SP 2400f-1.8E; T2 2x6 SP #2; Bot chord 2x4 SP 2400f-2.0E Webs 2x4 SP #3 W5 2x4 SP M-30; W6 2x4 SP 2400f-2.0E; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.63 18.30 BC 120 0.11 15.82 BC 26 13.63 15.82 BC 120 15.82 35.16 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1431 /- /- /748 /441 /260 I 1512 /- /- /884 /443 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req = 1.5 I Brg Width = 7.6 Min Req = 1.5 Bearings A & I are a rigid surface. Bearings A & I require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 406 -622 B - C 1204 -2817 C - D 1158 -2361 D - E 1120 -2183 E - F 1116 -2174 Chords Tens. Comp. F - G 937 -1833 G - H 908 -1863 H - I 1113 -2591 I - J 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 2594 -859 T - S 2592 -854 S - Q 1983 -578 R - O 39 -16 Q - N 1948 -562 Chords Tens. Comp. P - M 49 -19 M - L 2219 -853 L - K 2219 -853 K - I 2221 -851 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - T 222 0 C - S 451 -941 D - S 628 -292 D - N 455 -150 R - Q 47 0 E - N 85 -107 O - P 0 -28 Webs Tens. Comp. N - O 12 -22 N - M 2200 -680 N - F 1671 -491 M - F 362 -1161 M - H 419 -762 H - K 306 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.331 T 999 360 VERT(CL): 0.620 T 720 240 HORZ(LL): 0.242 K - - HORZ(TL): 0.454 K - - Creep Factor: 2.0 Max TC CSI: 0.594 Max BC CSI: 0.872 Max Web CSI: 0.838 Wgt: 235.9 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A08 Truss Type HIPS Qty 1 Ply 1 2621 08/24/2020 38' SEAT PLATE REQ.SEAT PLATE REQ. 14'4"6'8"17' 16'4"2'0"8 19'7"8 1'4" 1'4" 4"3 2'4"8'10"39'5"2(a) (a) A B C D E F G H I J KLM N O P QRST 6 12 5X8(B10R) 5X10(R) 6X6 3X4 8X8 3X3 2X4 6X8 5X8 3X6 3X6 3X4 4X4(A2) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 T1 2x8 SP 2400f-1.8E; Bot chord 2x4 SP #2 B1 2x4 SP M-30; Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. Tray Scab(s) (2) 2x8x9-10-10 x SP 2400f-1.8E scabs at left end. Attach one scab to each outer face of chord with: 0.131"x3", min. nails @ 8" oc, Plus additional nail clusters at: BRG.: (4), heel: (5), 1st panel point: (2). Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.68 20.34 BC 120 0.16 15.82 BC 26 13.68 15.82 BC 120 15.82 35.20 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1432 /- /- /760 /132 /217 I 1512 /- /- /892 /175 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req = 1.5 I Brg Width = 7.6 Min Req = 1.8 Bearings A & I are a rigid surface. Bearings A & I require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 411 -623 B - C 1383 -3142 C - D 1204 -2561 D - E 1312 -2636 E - F 1308 -2629 Chords Tens. Comp. F - G 1004 -1960 G - H 981 -2005 H - I 1156 -2630 I - J 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 2993 -1096 S - R 2987 -1093 R - P 2233 -719 Q - N 50 -26 Chords Tens. Comp. P - M 2185 -691 O - L 46 -22 L - K 2264 -903 K - I 2266 -902 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - C 102 -89 C - R 452 -856 D - R 432 -137 D - M 626 -233 Q - P 46 -1 E - M 213 -287 N - O 47 0 Webs Tens. Comp. M - N 70 0 M - L 1895 -639 M - F 1408 -496 L - F 199 -550 L - H 370 -653 H - K 262 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.238 E 999 360 VERT(CL): 0.446 E 999 240 HORZ(LL): 0.147 K - - HORZ(TL): 0.275 K - - Creep Factor: 2.0 Max TC CSI: 0.675 Max BC CSI: 0.742 Max Web CSI: 0.722 Wgt: 278.6 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A09 Truss Type HIPS Qty 1 Ply 1 2643 08/24/2020 38' SEAT PLATE REQ.SEAT PLATE REQ. 12'4"10'8"15' 13'8"2 2'19'8"2'7"14 1'4" 1'4" 4"3 2'4"7'10"38'5"2(a)A B C D E F G H I J KL MN O PQRS 6 12 5X8(B10R) 3X4 7X6 3X4 7X8 3X3 4X10 6X6 3X6 3X4 5X6 4X4(A2) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 T1 2x8 SP 2400f-1.8E; Bot chord 2x4 SP #2 B1 2x4 SP M-30; Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. Tray Scab(s) (2) 2x8x9-10-10 x SP 2400f-1.8E scabs at left end. Attach one scab to each outer face of chord with: 0.131"x3", min. nails @ 8" oc, Plus additional nail clusters at: BRG.: (4), heel: (5), 1st panel point: (2). Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.68 20.34 BC 120 0.16 15.82 BC 26 13.68 15.82 BC 120 15.82 35.20 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1432 /- /- /760 /132 /217 I 1512 /- /- /892 /175 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req = 1.5 I Brg Width = 7.6 Min Req = 1.8 Bearings A & I are a rigid surface. Bearings A & I require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 411 -623 B - C 1383 -3142 C - D 1204 -2561 D - E 1312 -2636 E - F 1308 -2629 Chords Tens. Comp. F - G 1004 -1960 G - H 981 -2005 H - I 1156 -2630 I - J 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 2993 -1096 S - R 2987 -1093 R - P 2233 -719 Q - N 50 -26 Chords Tens. Comp. P - M 2185 -691 O - L 46 -22 L - K 2264 -903 K - I 2266 -902 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - C 102 -89 C - R 452 -856 D - R 432 -137 D - M 626 -233 Q - P 46 -1 E - M 213 -287 N - O 47 0 Webs Tens. Comp. M - N 70 0 M - L 1895 -639 M - F 1408 -496 L - F 199 -550 L - H 370 -653 H - K 262 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.238 E 999 360 VERT(CL): 0.446 E 999 240 HORZ(LL): 0.147 K - - HORZ(TL): 0.275 K - - Creep Factor: 2.0 Max TC CSI: 0.675 Max BC CSI: 0.742 Max Web CSI: 0.722 Wgt: 278.6 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A09 Truss Type HIPS Qty 1 Ply 1 2643 08/24/2020 38' SEAT PLATE REQ.SEAT PLATE REQ. 12'4"10'8"15' 13'8"2 2'19'8"2'7"14 1'4" 1'4" 4"3 2'4"7'10"38'5"2(a)A B C D E F G H I J KL MN O PQRS 6 12 5X8(B10R) 3X4 7X6 3X4 7X8 3X3 4X10 6X6 3X6 3X4 5X6 4X4(A2) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 10.33 25.00 BC 120 0.15 18.52 BC 75 18.52 37.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 699 /- /- /447 /170 /203 O 1695 /- /- /787 /414 /- I 740 /- /- /512 /181 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 O Brg Width = 3.5 Min Req = 2.0 I Brg Width = 7.6 Min Req = 1.5 Bearings B, O, & I are a rigid surface. Bearings B & I require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 415 -924 C - D 301 -603 D - E 416 -64 E - F 416 -63 Chords Tens. Comp. F - G 244 -386 G - H 229 -459 H - I 403 -1006 I - J 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 772 -207 Q - P 487 -118 P - N 488 -118 O - M 3 -5 Chords Tens. Comp. M - L 825 -262 L - K 825 -262 K - I 828 -262 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 236 -333 D - Q 430 -114 D - N 451 -970 E - N 278 -505 N - O 760 -1657 Webs Tens. Comp. N - M 348 0 N - F 445 -859 M - F 381 -154 M - H 318 -575 H - K 229 -7 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.026 K 999 360 VERT(CL): 0.052 K 999 240 HORZ(LL): 0.014 K - - HORZ(TL): 0.026 K - - Creep Factor: 2.0 Max TC CSI: 0.955 Max BC CSI: 0.814 Max Web CSI: 0.572 Wgt: 205.8 lbs VIEW Ver: 19.01.00A.0618.15 Job WRMSBM1674B Truss A10 Truss Type HIPS Qty 1 Ply 1 2511 08/24/2020 18'5"12 19'6"4 SEAT PLATE REQ.SEAT PLATE REQ. 10'4"14'8"13' 18'4"8 19'7"81'4"1'4" 38' 1'4" 4"36'10"37'5"2(a)(a) A B C D E F G H I J KLM N O PQ 6 12 3X6(A1) 1.5X4 5X8 3X4 3X6 1.5X4 5X6 3X6 3X8 6X6 3X6 3X6 3X4 1.5X4 3X6(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 10.33 25.00 BC 120 0.15 18.52 BC 75 18.52 37.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 699 /- /- /447 /170 /203 O 1695 /- /- /787 /414 /- I 740 /- /- /512 /181 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 O Brg Width = 3.5 Min Req = 2.0 I Brg Width = 7.6 Min Req = 1.5 Bearings B, O, & I are a rigid surface. Bearings B & I require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 415 -924 C - D 301 -603 D - E 416 -64 E - F 416 -63 Chords Tens. Comp. F - G 244 -386 G - H 229 -459 H - I 403 -1006 I - J 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 772 -207 Q - P 487 -118 P - N 488 -118 O - M 3 -5 Chords Tens. Comp. M - L 825 -262 L - K 825 -262 K - I 828 -262 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 236 -333 D - Q 430 -114 D - N 451 -970 E - N 278 -505 N - O 760 -1657 Webs Tens. Comp. N - M 348 0 N - F 445 -859 M - F 381 -154 M - H 318 -575 H - K 229 -7 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.80 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.026 K 999 360 VERT(CL): 0.052 K 999 240 HORZ(LL): 0.014 K - - HORZ(TL): 0.026 K - - Creep Factor: 2.0 Max TC CSI: 0.955 Max BC CSI: 0.814 Max Web CSI: 0.572 Wgt: 205.8 lbs VIEW Ver: 19.01.00A.0618.15 Job WRMSBM1674B Truss A10 Truss Type HIPS Qty 1 Ply 1 2511 08/24/2020 18'5"12 19'6"4 SEAT PLATE REQ.SEAT PLATE REQ. 10'4"14'8"13' 18'4"8 19'7"81'4"1'4" 38' 1'4" 4"36'10"37'5"2(a)(a) A B C D E F G H I J KLM N O PQ 6 12 3X6(A1) 1.5X4 5X8 3X4 3X6 1.5X4 5X6 3X6 3X8 6X6 3X6 3X6 3X4 1.5X4 3X6(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 T1 2x4 SP 2400f-2.0E; Bot chord 2x4 SP #2 B4 2x4 SP 2400f-2.0E; Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 8.27 26.94 BC 75 0.00 37.79 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R 473 /- /- /428 /159 /186 P 1737 /- /- /971 /395 /- J 944 /- /- /602 /234 /- Wind reactions based on MWFRS R Brg Width = 6.9 Min Req = 1.5 P Brg Width = 7.6 Min Req = 2.0 J Brg Width = 7.6 Min Req = 1.5 Bearings R, P, & J are a rigid surface. Bearings R, P, & J require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 262 -491 C - D 206 -197 D - E 174 -117 E - F 488 -200 Chords Tens. Comp. F - G 488 -200 G - H 396 -602 H - I 507 -1080 I - J 637 -1440 J - K 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 636 -706 Q - P 636 -706 P - O 370 -218 O - N 370 -218 Chords Tens. Comp. N - M 900 -180 M - L 900 -180 L - J 1231 -449 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - R 363 -405 B - S 379 -146 R - S 694 -437 C - T 289 -307 S - Q 344 -484 S - T 521 -432 S - P 1090 -781 D - T 164 -262 T - E 608 -476 Webs Tens. Comp. T - U 335 -267 E - U 589 -784 P - U 951 -1567 U - G 620 -1215 U - N 822 -365 G - N 267 -3 N - H 247 -407 H - L 422 -67 L - I 306 -375 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.79 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.042 L 999 360 VERT(CL): 0.080 L 999 240 HORZ(LL): 0.012 L - - HORZ(TL): 0.022 L - - Creep Factor: 2.0 Max TC CSI: 0.805 Max BC CSI: 0.493 Max Web CSI: 0.924 Wgt: 250.6 lbs VIEW Ver: 19.01.00A.0618.15 Job WRMSBM1674B Truss A11 Truss Type HIPS Qty 1 Ply 1 2470 08/24/2020 13'3"1 24'8"3 SEAT PLATE REQ.SEAT PLATE REQ.SEAT PLATE REQ. 8'3"4 18'8"11' 37'11"41'4"12 1'4" 1'8"9 4"3 1'4"5'10"36'5"2(a) (a) A B C D E F G H I J K LMNOPQR S T U 6 12 3X6(R) 2X4 3X8 2X4 5X6 3X8 4X4 5X8 3X6 3X6 3X8 3X6 5X6 2X4 3X6(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 T1 2x4 SP 2400f-2.0E; Bot chord 2x4 SP #2 B4 2x4 SP 2400f-2.0E; Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 8.27 26.94 BC 75 0.00 37.79 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R 473 /- /- /428 /159 /186 P 1737 /- /- /971 /395 /- J 944 /- /- /602 /234 /- Wind reactions based on MWFRS R Brg Width = 6.9 Min Req = 1.5 P Brg Width = 7.6 Min Req = 2.0 J Brg Width = 7.6 Min Req = 1.5 Bearings R, P, & J are a rigid surface. Bearings R, P, & J require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 262 -491 C - D 206 -197 D - E 174 -117 E - F 488 -200 Chords Tens. Comp. F - G 488 -200 G - H 396 -602 H - I 507 -1080 I - J 637 -1440 J - K 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 636 -706 Q - P 636 -706 P - O 370 -218 O - N 370 -218 Chords Tens. Comp. N - M 900 -180 M - L 900 -180 L - J 1231 -449 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - R 363 -405 B - S 379 -146 R - S 694 -437 C - T 289 -307 S - Q 344 -484 S - T 521 -432 S - P 1090 -781 D - T 164 -262 T - E 608 -476 Webs Tens. Comp. T - U 335 -267 E - U 589 -784 P - U 951 -1567 U - G 620 -1215 U - N 822 -365 G - N 267 -3 N - H 247 -407 H - L 422 -67 L - I 306 -375 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.79 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.042 L 999 360 VERT(CL): 0.080 L 999 240 HORZ(LL): 0.012 L - - HORZ(TL): 0.022 L - - Creep Factor: 2.0 Max TC CSI: 0.805 Max BC CSI: 0.493 Max Web CSI: 0.924 Wgt: 250.6 lbs VIEW Ver: 19.01.00A.0618.15 Job WRMSBM1674B Truss A11 Truss Type HIPS Qty 1 Ply 1 2470 08/24/2020 13'3"1 24'8"3 SEAT PLATE REQ.SEAT PLATE REQ.SEAT PLATE REQ. 8'3"4 18'8"11' 37'11"41'4"12 1'4" 1'8"9 4"3 1'4"5'10"36'5"2(a) (a) A B C D E F G H I J K LMNOPQR S T U 6 12 3X6(R) 2X4 3X8 2X4 5X6 3X8 4X4 5X8 3X6 3X6 3X8 3X6 5X6 2X4 3X6(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 6.27 28.94 BC 75 0.00 15.57 BC 75 13.29 30.31 BC 93 30.02 37.79 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Z 463 /- /- /426 /206 /149 X 1835 /- /- /982 /406 /- K 894 /- /- /559 /230 /- Wind reactions based on MWFRS Z Brg Width = 6.9 Min Req = 1.5 X Brg Width = 7.6 Min Req = 2.2 K Brg Width = 7.6 Min Req = 1.5 Bearings Z, X, & K are a rigid surface. Bearings Z, X, & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 588 -352 C - D 869 -297 D - E 281 -392 E - F 281 -392 F - G 281 -392 Chords Tens. Comp. G - H 583 -1095 H - I 850 -1611 I - J 765 -1641 J - K 659 -1444 K - L 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Z - Y 173 -135 Y - X 42 -83 W - U 504 -818 X - V 9 -18 U - S 507 -835 V - T 0 0 Chords Tens. Comp. S - R 1083 -342 R - Q 1083 -342 Q - N 1198 -417 P - O 0 0 O - M 38 -18 M - K 1249 -524 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Z 580 -425 B - Y 226 -345 C - Y 229 -360 C - W 799 -1049 Y - W 369 -380 W - X 945 -1733 W - D 584 -1240 D - S 1493 -644 U - V 90 -42 S - G 416 -860 Webs Tens. Comp. E - S 155 -315 G - Q 241 -48 Q - H 87 -128 H - N 620 -347 N - O 75 -5 N - I 171 -165 N - M 1245 -519 N - J 182 -58 M - J 161 -320 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.79 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.071 P 999 360 VERT(CL): 0.134 P 999 240 HORZ(LL): 0.023 M - - HORZ(TL): 0.044 M - - Creep Factor: 2.0 Max TC CSI: 0.793 Max BC CSI: 0.804 Max Web CSI: 0.655 Wgt: 231.0 lbs VIEW Ver: 19.01.00A.0618.15 Job WRMSBM1674B Truss A12 Truss Type HIPS Qty 1 Ply 1 2513 08/24/2020 13'3"1 24'8"3 SEAT PLATE REQ.SEAT PLATE REQ.SEAT PLATE REQ. 6'3"4 22'8"9' 15'5"6 1"8 14'5"6 1"8 7'9"81'4"12 1'4" 37'11"4 1'8"9 4"3 1'4'10"35'5"2(a) A B C D E F G H I J K L M NOPQRS TU VW XYZ 6 12 3X6 5X8 3X8 6X6 4X4 1.5X4 1.5X4 1.5X4 4X8 3X6 3X6 5X6 5X6 1.5X4 1.5X4 4X4 3X6(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 6.27 28.94 BC 75 0.00 15.57 BC 75 13.29 30.31 BC 93 30.02 37.79 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Z 463 /- /- /426 /206 /149 X 1835 /- /- /982 /406 /- K 894 /- /- /559 /230 /- Wind reactions based on MWFRS Z Brg Width = 6.9 Min Req = 1.5 X Brg Width = 7.6 Min Req = 2.2 K Brg Width = 7.6 Min Req = 1.5 Bearings Z, X, & K are a rigid surface. Bearings Z, X, & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 588 -352 C - D 869 -297 D - E 281 -392 E - F 281 -392 F - G 281 -392 Chords Tens. Comp. G - H 583 -1095 H - I 850 -1611 I - J 765 -1641 J - K 659 -1444 K - L 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Z - Y 173 -135 Y - X 42 -83 W - U 504 -818 X - V 9 -18 U - S 507 -835 V - T 0 0 Chords Tens. Comp. S - R 1083 -342 R - Q 1083 -342 Q - N 1198 -417 P - O 0 0 O - M 38 -18 M - K 1249 -524 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Z 580 -425 B - Y 226 -345 C - Y 229 -360 C - W 799 -1049 Y - W 369 -380 W - X 945 -1733 W - D 584 -1240 D - S 1493 -644 U - V 90 -42 S - G 416 -860 Webs Tens. Comp. E - S 155 -315 G - Q 241 -48 Q - H 87 -128 H - N 620 -347 N - O 75 -5 N - I 171 -165 N - M 1245 -519 N - J 182 -58 M - J 161 -320 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.79 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.071 P 999 360 VERT(CL): 0.134 P 999 240 HORZ(LL): 0.023 M - - HORZ(TL): 0.044 M - - Creep Factor: 2.0 Max TC CSI: 0.793 Max BC CSI: 0.804 Max Web CSI: 0.655 Wgt: 231.0 lbs VIEW Ver: 19.01.00A.0618.15 Job WRMSBM1674B Truss A12 Truss Type HIPS Qty 1 Ply 1 2513 08/24/2020 13'3"1 24'8"3 SEAT PLATE REQ.SEAT PLATE REQ.SEAT PLATE REQ. 6'3"4 22'8"9' 15'5"6 1"8 14'5"6 1"8 7'9"81'4"12 1'4" 37'11"4 1'8"9 4"3 1'4'10"35'5"2(a) A B C D E F G H I J K L M NOPQRS TU VW XYZ 6 12 3X6 5X8 3X8 6X6 4X4 1.5X4 1.5X4 1.5X4 4X8 3X6 3X6 5X6 5X6 1.5X4 1.5X4 4X4 3X6(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 T2,T3 2x4 SP M-30; Bot chord 2x4 SP M-30 B1 2x4 SP #2; B3 2x4 SP 2400f-2.0E; Webs 2x4 SP #3 W7,W12 2x4 SP #2; W8 2x4 SP M-30; Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.40 to 62 plf at 4.27 TC: From 31 plf at 4.27 to 31 plf at 30.94 TC: From 62 plf at 30.94 to 62 plf at 39.27 BC: From 14 plf at 0.00 to 14 plf at 4.30 BC: From 7 plf at 4.30 to 7 plf at 30.65 BC: From 14 plf at 30.65 to 14 plf at 37.94 TC: 280 lb Conc. Load at 4.30 TC: 187 lb Conc. Load at 6.33, 8.33,10.33,12.33 14.33 TC: 190 lb Conc. Load at 16.33,17.60,18.87,20.87 22.87,24.87,26.87,28.87 TC: 303 lb Conc. Load at 30.91 BC: 213 lb Conc. Load at 4.30 BC: 111 lb Conc. Load at 6.33, 8.33,10.33,12.33 14.33 BC: 98 lb Conc. Load at 16.33,17.60,18.87,20.87 22.87,24.87,26.87,28.87 BC: 392 lb Conc. Load at 30.91 Plating Notes All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 4.27 30.94 BC 75 0.00 15.57 BC 45 13.30 30.84 BC 87 30.02 37.79 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL AC 591 /- /- /- /195 /- Z 4719 /- /- /- /1619 /- L 1792 /- /- /- /588 /- Wind reactions based on MWFRS AC Brg Width = 6.9 Min Req = 1.5 Z Brg Width = 7.6 Min Req = 5.6 L Brg Width = 7.6 Min Req = 2.1 Bearings AC, Z, & L are a rigid surface. Bearings AC, Z, & L require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 -15 B - C 197 -557 C - D 583 -93 D - E 3227 -1048 E - F 236 -932 F - G 236 -932 Chords Tens. Comp. G - H 236 -932 H - I 996 -3323 I - J 1345 -4263 J - K 1522 -4473 K - L 1089 -3294 L - M 35 -14 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AC-AB 6 0 AB-AA 450 -157 AA- Z 98 -301 Z - W 16 -63 Y - X 999 -3071 X - V 1014 -3133 V - U 3226 -970 Chords Tens. Comp. U - T 3226 -970 T - S 4263 -1348 S - Q 4063 -1375 R - P 48 -15 Q - O 4008 -1358 P - N 134 -48 N - L 2883 -950 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B -AC 212 -575 B -AB 469 -165 C -AB 268 -20 C -AA 316 -1050 AA- D 958 -296 AA- Y 7 -336 D - Y 1079 -3118 Y - Z 1534 -4360 Y - E 1063 -3020 E - V 4722 -1459 X - W 36 -50 F - V 285 -648 Webs Tens. Comp. V - H 856 -2692 H - T 854 -229 T - I 415 -1115 I - S 62 -60 S - J 357 0 R - Q 231 -102 O - P 183 0 O - J 1245 -316 O - N 2857 -936 O - K 1197 -415 N - K 318 -847 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.79 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.219 S 999 360 VERT(CL): 0.408 S 721 240 HORZ(LL): 0.059 N - - HORZ(TL): 0.109 N - - Creep Factor: 2.0 Max TC CSI: 0.914 Max BC CSI: 0.997 Max Web CSI: 0.685 Wgt: 233.8 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A13 Truss Type HIPS Qty 1 Ply 1 2692 08/24/2020 13'3"1 24'8"3 SEAT PLATE REQ.SEAT PLATE REQ.SEAT PLATE REQ. 4'3"4 26'8"7' 15'6"14 14'5"6 7'11"1'4"12 1'4" 37'11"4 1'8"9 4"3 1'3'10"34'5"2(a) (a) (a) A B C D E F G H I J K L M N OPQRSTUV WXYZAAABAC 6 12 3X6 5X6 3X8 3X10 7X8 5X6 6X8 1.5X3 1.5X3 1.5X3 6X12 3X6 H0308 4X6 3X6 1.5X3 H0710 1.5X3 5X8 6X6 4X6(A2) 4'3"10 213# 280# 2'0"6 111# 187# 2' 111# 187# 2' 111# 187# 2' 111# 187# 2' 111# 187# 2' 98# 190# 1'3"4 98# 190# 1'3"4 98# 190# 2' 98# 190# 2' 98# 190# 2' 98# 190# 2' 98# 190# 2' 98# 190# 2'0"6 392# 303# 7'0"6 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 T2,T3 2x4 SP M-30; Bot chord 2x4 SP M-30 B1 2x4 SP #2; B3 2x4 SP 2400f-2.0E; Webs 2x4 SP #3 W7,W12 2x4 SP #2; W8 2x4 SP M-30; Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.40 to 62 plf at 4.27 TC: From 31 plf at 4.27 to 31 plf at 30.94 TC: From 62 plf at 30.94 to 62 plf at 39.27 BC: From 14 plf at 0.00 to 14 plf at 4.30 BC: From 7 plf at 4.30 to 7 plf at 30.65 BC: From 14 plf at 30.65 to 14 plf at 37.94 TC: 280 lb Conc. Load at 4.30 TC: 187 lb Conc. Load at 6.33, 8.33,10.33,12.33 14.33 TC: 190 lb Conc. Load at 16.33,17.60,18.87,20.87 22.87,24.87,26.87,28.87 TC: 303 lb Conc. Load at 30.91 BC: 213 lb Conc. Load at 4.30 BC: 111 lb Conc. Load at 6.33, 8.33,10.33,12.33 14.33 BC: 98 lb Conc. Load at 16.33,17.60,18.87,20.87 22.87,24.87,26.87,28.87 BC: 392 lb Conc. Load at 30.91 Plating Notes All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 4.27 30.94 BC 75 0.00 15.57 BC 45 13.30 30.84 BC 87 30.02 37.79 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL AC 591 /- /- /- /195 /- Z 4719 /- /- /- /1619 /- L 1792 /- /- /- /588 /- Wind reactions based on MWFRS AC Brg Width = 6.9 Min Req = 1.5 Z Brg Width = 7.6 Min Req = 5.6 L Brg Width = 7.6 Min Req = 2.1 Bearings AC, Z, & L are a rigid surface. Bearings AC, Z, & L require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 -15 B - C 197 -557 C - D 583 -93 D - E 3227 -1048 E - F 236 -932 F - G 236 -932 Chords Tens. Comp. G - H 236 -932 H - I 996 -3323 I - J 1345 -4263 J - K 1522 -4473 K - L 1089 -3294 L - M 35 -14 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AC-AB 6 0 AB-AA 450 -157 AA- Z 98 -301 Z - W 16 -63 Y - X 999 -3071 X - V 1014 -3133 V - U 3226 -970 Chords Tens. Comp. U - T 3226 -970 T - S 4263 -1348 S - Q 4063 -1375 R - P 48 -15 Q - O 4008 -1358 P - N 134 -48 N - L 2883 -950 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B -AC 212 -575 B -AB 469 -165 C -AB 268 -20 C -AA 316 -1050 AA- D 958 -296 AA- Y 7 -336 D - Y 1079 -3118 Y - Z 1534 -4360 Y - E 1063 -3020 E - V 4722 -1459 X - W 36 -50 F - V 285 -648 Webs Tens. Comp. V - H 856 -2692 H - T 854 -229 T - I 415 -1115 I - S 62 -60 S - J 357 0 R - Q 231 -102 O - P 183 0 O - J 1245 -316 O - N 2857 -936 O - K 1197 -415 N - K 318 -847 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.79 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.219 S 999 360 VERT(CL): 0.408 S 721 240 HORZ(LL): 0.059 N - - HORZ(TL): 0.109 N - - Creep Factor: 2.0 Max TC CSI: 0.914 Max BC CSI: 0.997 Max Web CSI: 0.685 Wgt: 233.8 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A13 Truss Type HIPS Qty 1 Ply 1 2692 08/24/2020 13'3"1 24'8"3 SEAT PLATE REQ.SEAT PLATE REQ.SEAT PLATE REQ. 4'3"4 26'8"7' 15'6"14 14'5"6 7'11"1'4"12 1'4" 37'11"4 1'8"9 4"3 1'3'10"34'5"2(a) (a) (a) A B C D E F G H I J K L M N OPQRSTUV WXYZAAABAC 6 12 3X6 5X6 3X8 3X10 7X8 5X6 6X8 1.5X3 1.5X3 1.5X3 6X12 3X6 H0308 4X6 3X6 1.5X3 H0710 1.5X3 5X8 6X6 4X6(A2) 4'3"10 213# 280# 2'0"6 111# 187# 2' 111# 187# 2' 111# 187# 2' 111# 187# 2' 111# 187# 2' 98# 190# 1'3"4 98# 190# 1'3"4 98# 190# 2' 98# 190# 2' 98# 190# 2' 98# 190# 2' 98# 190# 2' 98# 190# 2'0"6 392# 303# 7'0"6 Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 T1 2x4 SP 2400f-2.0E; T2 2x4 SP M-30; Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. (++) - This plate works for both joints covered. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 6.31 26.98 BC 30 0.15 2.64 BC 75 2.18 10.84 BC 41 11.03 18.53 BC 75 18.53 37.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 8.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for gable wind bracing requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 722 /- /- /393 /292 /342 AC*432 /- /- /206 /113 /- AT 1124 /- /- /521 /440 /- R 1687 /- /- /929 /506 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 AC Brg Width = 83.6 Min Req = - AT Brg Width = 7.6 Min Req = 1.5 R Brg Width = 7.6 Min Req = 2.0 Bearings B, AC, AT, & R are a rigid surface. Bearings B, AT, & R require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 75 0 B - C 465 -353 C - D 382 -384 D - E 1971 -652 E - F 1970 -652 F - G 1027 -316 G - H 1040 -323 H - I 1059 -333 I - J 1057 -332 Chords Tens. Comp. J - K 1036 -319 K - L 1038 -321 L - M 825 -922 M - N 826 -922 N - O 824 -920 O - P 1123 -1609 P - Q 1074 -1822 Q - R 1331 -2625 R - S 75 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AF 120 -64 C -AG 192 -34 AG-AE 303 -59 AE-AD 66 -110 AC-AB 2595 -4486 AB-AA 1226 -1963 AA- Y 2509 -4029 Chords Tens. Comp. Z - X 5 -7 X - W 4 -5 W - V 1550 -579 V - U 1550 -579 U - T 2226 -999 T - R 2226 -998 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AG-AF 58 -9 D -AE 154 0 D -AH 1183 -2374 AE-AI 417 -73 AH- E 69 -57 AI-AJ 40 -39 AI-AC 424 -71 AJ-AC 1184 -2378 AC-AD 54 0 AC- F 402 -809 Webs Tens. Comp. AM- Y 896 -347 J - Y 250 -485 Y - Z 524 -1070 Y -AN 1215 -2096 Y -AO 1168 -374 AN-AQ 1204 -2072 AO-AP 1195 -393 AP- W 1181 -384 AQ- L 1208 -2080 L - W 127 -22 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.211 AF 620 360 VERT(CL): 0.424 AF 307 240 HORZ(LL): 0.107 AE - - HORZ(TL): 0.216 AE - - Creep Factor: 2.0 Max TC CSI: 0.944 Max BC CSI: 0.969 Max Web CSI: 0.724 Wgt: 245.0 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A14 Truss Type GABL Qty 1 Ply 1 2650 08/24/2020 11'0"6 6'11"10 3"13 19'8"3 SEAT PLATE REQ.SEAT PLATE REQ.SEAT PLATE REQ. 6'3"12 20'8"1'0"4 10' 2'7"10 8'4"4 7'4"12 19'7"6 1'4" 1'4" 38' 1'4" 4"34'10"12'4"3'5'4"35'11"2(a) (a) A B C D E F G H I J K L M N O P Q R S TUVWX Y Z AAABACADAE AFAG AH AI AJ AK AL AM AN AO AP AQ AR AS AT 6 12 3X6(A1) 3X6(++) 1.5X4 6X8 3X4 6X8 3X4 3X6 3X6 5X6 6X8 3X6 4X4 3X10 5X6 3X6 5X6 3X8 3X4 3X6(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 T1 2x4 SP 2400f-2.0E; T2 2x4 SP M-30; Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. (++) - This plate works for both joints covered. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 6.31 26.98 BC 30 0.15 2.64 BC 75 2.18 10.84 BC 41 11.03 18.53 BC 75 18.53 37.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 8.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for gable wind bracing requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 722 /- /- /393 /292 /342 AC*432 /- /- /206 /113 /- AT 1124 /- /- /521 /440 /- R 1687 /- /- /929 /506 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 AC Brg Width = 83.6 Min Req = - AT Brg Width = 7.6 Min Req = 1.5 R Brg Width = 7.6 Min Req = 2.0 Bearings B, AC, AT, & R are a rigid surface. Bearings B, AT, & R require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 75 0 B - C 465 -353 C - D 382 -384 D - E 1971 -652 E - F 1970 -652 F - G 1027 -316 G - H 1040 -323 H - I 1059 -333 I - J 1057 -332 Chords Tens. Comp. J - K 1036 -319 K - L 1038 -321 L - M 825 -922 M - N 826 -922 N - O 824 -920 O - P 1123 -1609 P - Q 1074 -1822 Q - R 1331 -2625 R - S 75 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AF 120 -64 C -AG 192 -34 AG-AE 303 -59 AE-AD 66 -110 AC-AB 2595 -4486 AB-AA 1226 -1963 AA- Y 2509 -4029 Chords Tens. Comp. Z - X 5 -7 X - W 4 -5 W - V 1550 -579 V - U 1550 -579 U - T 2226 -999 T - R 2226 -998 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AG-AF 58 -9 D -AE 154 0 D -AH 1183 -2374 AE-AI 417 -73 AH- E 69 -57 AI-AJ 40 -39 AI-AC 424 -71 AJ-AC 1184 -2378 AC-AD 54 0 AC- F 402 -809 Webs Tens. Comp. AM- Y 896 -347 J - Y 250 -485 Y - Z 524 -1070 Y -AN 1215 -2096 Y -AO 1168 -374 AN-AQ 1204 -2072 AO-AP 1195 -393 AP- W 1181 -384 AQ- L 1208 -2080 L - W 127 -22 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.211 AF 620 360 VERT(CL): 0.424 AF 307 240 HORZ(LL): 0.107 AE - - HORZ(TL): 0.216 AE - - Creep Factor: 2.0 Max TC CSI: 0.944 Max BC CSI: 0.969 Max Web CSI: 0.724 Wgt: 245.0 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A14 Truss Type GABL Qty 1 Ply 1 2650 08/24/2020 11'0"6 6'11"10 3"13 19'8"3 SEAT PLATE REQ.SEAT PLATE REQ.SEAT PLATE REQ. 6'3"12 20'8"1'0"4 10' 2'7"10 8'4"4 7'4"12 19'7"6 1'4" 1'4" 38' 1'4" 4"34'10"12'4"3'5'4"35'11"2(a) (a) A B C D E F G H I J K L M N O P Q R S TUVWX Y Z AAABACADAE AFAG AH AI AJ AK AL AM AN AO AP AQ AR AS AT 6 12 3X6(A1) 3X6(++) 1.5X4 6X8 3X4 6X8 3X4 3X6 3X6 5X6 6X8 3X6 4X4 3X10 5X6 3X6 5X6 3X8 3X4 3X6(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 F -AK 955 -348 G -AK 81 -116 AB-AK 71 -89 AK-AL 934 -350 H -AL 236 -443 AA-AL 268 -501 AL-AM 909 -348 W -AR 411 -924 AR-AS 419 -937 AS- O 377 -855 O - U 451 -390 P - U 823 -620 U - Q 550 -856 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. AM- I 42 -78 K -AN 43 -80 X -AO 33 -46 AP-AQ 15 -24 Gables Tens. Comp. M -AR 18 -11 N -AS 72 -118 Q - T 160 0 Truss A14 Truss Type GABL Qty 1 Ply 1 2650 08/24/2020 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP 2400f-2.0E Bot chord 2x4 SP 2400f-2.0E B1 2x4 SP #2; Webs 2x4 SP #3 W1 2x4 SP 2400f-2.0E; W6 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.77 27.56 BC 75 2.79 10.89 BC 91 10.93 18.53 BC 75 18.53 37.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL U 556 /- /- /291 /241 /351 V 1835 /- /- /959 /717 /- J 738 /- /- /501 /258 /- Wind reactions based on MWFRS U Brg Width = 7.6 Min Req = 1.5 V Brg Width = 7.6 Min Req = 1.5 J Brg Width = 7.6 Min Req = 1.5 Bearings U, V, & J are a rigid surface. Bearings U, V, & J require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. T - C 1689 -1943 A - B 27 0 B - U 1619 -1681 C - D 360 -598 D - E 1599 -675 E - F 1599 -675 Chords Tens. Comp. F - G 1596 -671 G - H 303 -214 H - I 332 -660 I - J 481 -1012 J - K 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 633 -109 S - R 18 -17 Q - O 595 -141 P - N 20 -19 Chords Tens. Comp. N - M 524 -63 M - L 524 -63 L - J 853 -325 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - T 2457 -1078 C - S 75 -126 C - Q 128 -190 S - Q 625 -87 Q - R 20 0 Q - D 317 -52 D - O 1034 -2233 F - O 287 -436 Webs Tens. Comp. O - P 825 -1806 O - G 916 -1693 O - N 267 -381 G - N 593 -248 N - H 238 -605 H - L 400 -69 L - I 300 -379 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.200 C 999 360 VERT(CL): 0.378 C 596 240 HORZ(LL): 0.091 C - - HORZ(TL): 0.173 C - - Creep Factor: 2.0 Max TC CSI: 0.472 Max BC CSI: 0.323 Max Web CSI: 0.789 Wgt: 214.2 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A15 Truss Type COMN Qty 1 Ply 1 2656 08/24/2020 18'3"13 19'8"3 SEAT PLATE REQ.SEAT PLATE REQ.SEAT PLATE REQ. 7'9"4 19'9"8 10'5"4 11'0"6 7'4"4 19'7"61'4"1'4" 38' 1'4" 4"3 2'4"3'5'6"136'1"12(a) A B C D E F G H I J K LMN O P Q RST U V 6 12 3X3 3X3 3X10 2X4(R) 2X4(R) 5X8 3X4 5X6 1.5X3 4X4 4X6 1.5X3 6X8 3X6 4X4 3X8 3X6 5X6 3X4 1.5X3 3X6(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP 2400f-2.0E Bot chord 2x4 SP 2400f-2.0E B1 2x4 SP #2; Webs 2x4 SP #3 W1 2x4 SP 2400f-2.0E; W6 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.77 27.56 BC 75 2.79 10.89 BC 91 10.93 18.53 BC 75 18.53 37.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL U 556 /- /- /291 /241 /351 V 1835 /- /- /959 /717 /- J 738 /- /- /501 /258 /- Wind reactions based on MWFRS U Brg Width = 7.6 Min Req = 1.5 V Brg Width = 7.6 Min Req = 1.5 J Brg Width = 7.6 Min Req = 1.5 Bearings U, V, & J are a rigid surface. Bearings U, V, & J require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. T - C 1689 -1943 A - B 27 0 B - U 1619 -1681 C - D 360 -598 D - E 1599 -675 E - F 1599 -675 Chords Tens. Comp. F - G 1596 -671 G - H 303 -214 H - I 332 -660 I - J 481 -1012 J - K 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 633 -109 S - R 18 -17 Q - O 595 -141 P - N 20 -19 Chords Tens. Comp. N - M 524 -63 M - L 524 -63 L - J 853 -325 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - T 2457 -1078 C - S 75 -126 C - Q 128 -190 S - Q 625 -87 Q - R 20 0 Q - D 317 -52 D - O 1034 -2233 F - O 287 -436 Webs Tens. Comp. O - P 825 -1806 O - G 916 -1693 O - N 267 -381 G - N 593 -248 N - H 238 -605 H - L 400 -69 L - I 300 -379 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.200 C 999 360 VERT(CL): 0.378 C 596 240 HORZ(LL): 0.091 C - - HORZ(TL): 0.173 C - - Creep Factor: 2.0 Max TC CSI: 0.472 Max BC CSI: 0.323 Max Web CSI: 0.789 Wgt: 214.2 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss A15 Truss Type COMN Qty 1 Ply 1 2656 08/24/2020 18'3"13 19'8"3 SEAT PLATE REQ.SEAT PLATE REQ.SEAT PLATE REQ. 7'9"4 19'9"8 10'5"4 11'0"6 7'4"4 19'7"61'4"1'4" 38' 1'4" 4"3 2'4"3'5'6"136'1"12(a) A B C D E F G H I J K LMN O P Q RST U V 6 12 3X3 3X3 3X10 2X4(R) 2X4(R) 5X8 3X4 5X6 1.5X3 4X4 4X6 1.5X3 6X8 3X6 4X4 3X8 3X6 5X6 3X4 1.5X3 3X6(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 19.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 843 /- /- /491 /210 /167 F 843 /- /- /491 /210 /- 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. Bearings B & F require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 918 -1253 C - D 735 -926 Chords Tens. Comp. D - E 736 -926 E - F 918 -1253 F - G 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1068 -668 Chords Tens. Comp. H - F 1068 -679 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 421 -344 D - H 518 -285 Webs Tens. Comp. H - E 420 -344 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.039 H 999 360 VERT(CL): 0.074 H 999 240 HORZ(LL): 0.017 H - - HORZ(TL): 0.033 H - - Creep Factor: 2.0 Max TC CSI: 0.302 Max BC CSI: 0.854 Max Web CSI: 0.201 Wgt: 88.2 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss B01 Truss Type COMN Qty 2 Ply 1 4503 08/24/2020 20' SEAT PLATE REQ.SEAT PLATE REQ. 10'10' 1'4"1'4" 4"35'4"35'11"2A B C D E F G H 6 12 3X4(A1) 1.5X3 4X4 5X6 1.5X3 3X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 19.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 843 /- /- /491 /210 /167 F 843 /- /- /491 /210 /- 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. Bearings B & F require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 918 -1253 C - D 735 -926 Chords Tens. Comp. D - E 736 -926 E - F 918 -1253 F - G 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1068 -668 Chords Tens. Comp. H - F 1068 -679 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 421 -344 D - H 518 -285 Webs Tens. Comp. H - E 420 -344 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.039 H 999 360 VERT(CL): 0.074 H 999 240 HORZ(LL): 0.017 H - - HORZ(TL): 0.033 H - - Creep Factor: 2.0 Max TC CSI: 0.302 Max BC CSI: 0.854 Max Web CSI: 0.201 Wgt: 88.2 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss B01 Truss Type COMN Qty 2 Ply 1 4503 08/24/2020 20' SEAT PLATE REQ.SEAT PLATE REQ. 10'10' 1'4"1'4" 4"35'4"35'11"2A B C D E F G H 6 12 3X4(A1) 1.5X3 4X4 5X6 1.5X3 3X4(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 19.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 8.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for gable wind bracing requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 393 /- /- /206 /121 /329 L* 163 /- /- /62 /48 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 L Brg Width = 232 Min Req = - Bearings B & B are a rigid surface. Bearings B & B require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 75 0 B - C 182 -222 C - D 184 -191 D - E 218 -162 E - F 354 -133 F - G 508 -106 Chords Tens. Comp. G - H 517 -90 H - I 363 -72 I - J 228 -80 J - K 93 -82 K - L 45 -153 L - M 75 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 311 -117 W - V 325 -116 V - U 334 -115 U - T 341 -115 T - S 349 -115 S - R 349 -115 Chords Tens. Comp. R - Q 349 -115 Q - P 344 -112 P - O 338 -110 O - N 328 -106 N - L 314 -103 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - S 29 -291 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - W 223 -209 D - V 293 -308 E - U 284 -302 F - T 502 -377 Gables Tens. Comp. Q - H 503 -377 P - I 284 -302 O - J 293 -308 N - K 223 -209 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 F 999 360 VERT(CL): 0.003 F 999 240 HORZ(LL): 0.004 J - - HORZ(TL): 0.004 J - - Creep Factor: 2.0 Max TC CSI: 0.373 Max BC CSI: 0.128 Max Web CSI: 0.146 Wgt: 99.4 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss B02E Truss Type GABL Qty 1 Ply 1 2647 08/24/2020 20' SEAT PLATE REQ.SEAT PLATE REQ. 10'10' 1'4"1'4" 4"35'4"35'11"2A B C D E F G H I J K L M NOPQRSTUVW 6 12 2X4(A1) 1.5X4 4X4 3X4 1.5X4 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 19.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 8.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for gable wind bracing requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 393 /- /- /206 /121 /329 L* 163 /- /- /62 /48 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 L Brg Width = 232 Min Req = - Bearings B & B are a rigid surface. Bearings B & B require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 75 0 B - C 182 -222 C - D 184 -191 D - E 218 -162 E - F 354 -133 F - G 508 -106 Chords Tens. Comp. G - H 517 -90 H - I 363 -72 I - J 228 -80 J - K 93 -82 K - L 45 -153 L - M 75 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 311 -117 W - V 325 -116 V - U 334 -115 U - T 341 -115 T - S 349 -115 S - R 349 -115 Chords Tens. Comp. R - Q 349 -115 Q - P 344 -112 P - O 338 -110 O - N 328 -106 N - L 314 -103 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - S 29 -291 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - W 223 -209 D - V 293 -308 E - U 284 -302 F - T 502 -377 Gables Tens. Comp. Q - H 503 -377 P - I 284 -302 O - J 293 -308 N - K 223 -209 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 F 999 360 VERT(CL): 0.003 F 999 240 HORZ(LL): 0.004 J - - HORZ(TL): 0.004 J - - Creep Factor: 2.0 Max TC CSI: 0.373 Max BC CSI: 0.128 Max Web CSI: 0.146 Wgt: 99.4 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss B02E Truss Type GABL Qty 1 Ply 1 2647 08/24/2020 20' SEAT PLATE REQ.SEAT PLATE REQ. 10'10' 1'4"1'4" 4"35'4"35'11"2A B C D E F G H I J K L M NOPQRSTUVW 6 12 2X4(A1) 1.5X4 4X4 3X4 1.5X4 2X4(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 11.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 8.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for gable wind bracing requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F* 181 /- /- /72 /110 /19 Wind reactions based on MWFRS F Brg Width = 140 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 75 0 B - C 182 -159 C - D 407 -139 Chords Tens. Comp. D - E 393 -139 E - F 167 -159 F - G 75 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 243 -70 J - I 260 -74 Chords Tens. Comp. I - H 260 -74 H - F 236 -77 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - J 699 -457 D - I 20 -164 Gables Tens. Comp. H - E 699 -457 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 J 999 360 VERT(CL): 0.004 J 999 240 HORZ(LL): -0.004 J - - HORZ(TL): 0.004 J - - Creep Factor: 2.0 Max TC CSI: 0.550 Max BC CSI: 0.111 Max Web CSI: 0.148 Wgt: 51.8 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss C01 Truss Type GABL Qty 1 Ply 1 2668 08/24/2020 11'8" SEAT PLATE REQ. 5'10"5'10" 1'4"1'4" 4"33'3"33'10"2A B C D E F G HIJ 6 12 2X4(A1) 3X3 4X4 3X3 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 11.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 8.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for gable wind bracing requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F* 181 /- /- /72 /110 /19 Wind reactions based on MWFRS F Brg Width = 140 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 75 0 B - C 182 -159 C - D 407 -139 Chords Tens. Comp. D - E 393 -139 E - F 167 -159 F - G 75 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 243 -70 J - I 260 -74 Chords Tens. Comp. I - H 260 -74 H - F 236 -77 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - J 699 -457 D - I 20 -164 Gables Tens. Comp. H - E 699 -457 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 J 999 360 VERT(CL): 0.004 J 999 240 HORZ(LL): -0.004 J - - HORZ(TL): 0.004 J - - Creep Factor: 2.0 Max TC CSI: 0.550 Max BC CSI: 0.111 Max Web CSI: 0.148 Wgt: 51.8 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss C01 Truss Type GABL Qty 1 Ply 1 2668 08/24/2020 11'8" SEAT PLATE REQ. 5'10"5'10" 1'4"1'4" 4"33'3"33'10"2A B C D E F G HIJ 6 12 2X4(A1) 3X3 4X4 3X3 2X4(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 11.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 525 /- /- /320 /133 /111 D 525 /- /- /239 /133 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 7.6 Min Req = 1.5 Bearings B & D are a rigid surface. Bearings B & D require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 534 -528 Chords Tens. Comp. C - D 534 -528 D - E 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 423 -257 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.016 999 360 VERT(CL): 0.048 999 240 HORZ(LL): -0.010 - - HORZ(TL): 0.030 - - Creep Factor: 2.0 Max TC CSI: 0.514 Max BC CSI: 0.740 Max Web CSI: 0.000 Wgt: 42.0 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss C02 Truss Type COMN Qty 1 Ply 1 2674 08/24/2020 11'8" SEAT PLATE REQ.SEAT PLATE REQ. 5'10"5'10" 1'4"1'4" 4"33'3"33'10"2A B C D E 6 12 2X4(A1) 3X4(R1) 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 11.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 525 /- /- /320 /133 /111 D 525 /- /- /239 /133 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 7.6 Min Req = 1.5 Bearings B & D are a rigid surface. Bearings B & D require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 534 -528 Chords Tens. Comp. C - D 534 -528 D - E 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 423 -257 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.016 999 360 VERT(CL): 0.048 999 240 HORZ(LL): -0.010 - - HORZ(TL): 0.030 - - Creep Factor: 2.0 Max TC CSI: 0.514 Max BC CSI: 0.740 Max Web CSI: 0.000 Wgt: 42.0 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss C02 Truss Type COMN Qty 1 Ply 1 2674 08/24/2020 11'8" SEAT PLATE REQ.SEAT PLATE REQ. 5'10"5'10" 1'4"1'4" 4"33'3"33'10"2A B C D E 6 12 2X4(A1) 3X4(R1) 2X4(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP 2400f-2.0E Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 30 0.15 2.64 BC 88 2.18 9.48 BC 30 9.03 11.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 525 /- /- /314 /244 /115 F 525 /- /- /314 /244 /- 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. Bearings B & F require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 204 -296 C - D 354 -787 Chords Tens. Comp. D - E 342 -787 E - F 218 -296 F - G 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 100 -43 C - L 629 -133 L - J 747 -180 Chords Tens. Comp. J - H 747 -180 I - F 100 -47 H - E 629 -123 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - K 76 -9 D - J 164 0 Webs Tens. Comp. I - H 76 -10 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.220 K 619 360 VERT(CL): 0.406 K 335 240 HORZ(LL): 0.225 H - - HORZ(TL): 0.415 H - - Creep Factor: 2.0 Max TC CSI: 0.475 Max BC CSI: 0.333 Max Web CSI: 0.448 Wgt: 50.4 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss C03 Truss Type COMN Qty 1 Ply 1 2665 08/24/2020 11'8" SEAT PLATE REQ.SEAT PLATE REQ. 5'10"5'10" 2'7"10 6'4"12 2'7"101'4"1'4" 4"31'3'3"33'10"2A B C D E F G HIJ KL 6 12 2X4(A1) 2X4(**) 3X3 1.5X4 4X4(R1) 1.5X3 1.5X4 3X3 2X4(**) 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP 2400f-2.0E Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 30 0.15 2.64 BC 88 2.18 9.48 BC 30 9.03 11.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 525 /- /- /314 /244 /115 F 525 /- /- /314 /244 /- 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. Bearings B & F require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 204 -296 C - D 354 -787 Chords Tens. Comp. D - E 342 -787 E - F 218 -296 F - G 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 100 -43 C - L 629 -133 L - J 747 -180 Chords Tens. Comp. J - H 747 -180 I - F 100 -47 H - E 629 -123 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - K 76 -9 D - J 164 0 Webs Tens. Comp. I - H 76 -10 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.220 K 619 360 VERT(CL): 0.406 K 335 240 HORZ(LL): 0.225 H - - HORZ(TL): 0.415 H - - Creep Factor: 2.0 Max TC CSI: 0.475 Max BC CSI: 0.333 Max Web CSI: 0.448 Wgt: 50.4 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss C03 Truss Type COMN Qty 1 Ply 1 2665 08/24/2020 11'8" SEAT PLATE REQ.SEAT PLATE REQ. 5'10"5'10" 2'7"10 6'4"12 2'7"101'4"1'4" 4"31'3'3"33'10"2A B C D E F G HIJ KL 6 12 2X4(A1) 2X4(**) 3X3 1.5X4 4X4(R1) 1.5X3 1.5X4 3X3 2X4(**) 2X4(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.15 0.97 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 197 /- /- /175 /107 /53 D 6 /-11 /- /17 /13 /- C - /-33 /- /39 /42 /- 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 Chords Tens. Comp. B - C 57 -29 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) 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: 0.282 Max BC CSI: 0.036 Max Web CSI: 0.000 Wgt: 5.6 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss CJ1 Truss Type JACK Qty 2 Ply 1 2680 08/24/2020 SEAT PLATE REQ. 11"111'4" 4"3 10"1'5"A B C D 6 12 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.15 0.97 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 197 /- /- /175 /107 /53 D 6 /-11 /- /17 /13 /- C - /-33 /- /39 /42 /- 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 Chords Tens. Comp. B - C 57 -29 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) 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: 0.282 Max BC CSI: 0.036 Max Web CSI: 0.000 Wgt: 5.6 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss CJ1 Truss Type JACK Qty 2 Ply 1 2680 08/24/2020 SEAT PLATE REQ. 11"111'4" 4"3 10"1'5"A B C D 6 12 2X4(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 11 0.00 0.91 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 178 /- /- /171 /81 /- D 15 /- /- /10 /- /- C - /-32 /- /46 /60 /33 Wind reactions based on MWFRS E Brg Width = 6.9 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 Chords Tens. Comp. B - C 151 -59 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 317 -172 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(CL): 0.000 B 999 240 HORZ(LL): 0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.180 Max BC CSI: 0.007 Max Web CSI: 0.094 Wgt: 8.4 lbs VIEW Ver: 19.01.00A.0618.15 Job WRMSBM1674B Truss CJ1A Truss Type JACK Qty 1 Ply 1 2521 08/24/2020 SEAT PLATE REQ. 3"8 7"71'4"12 10"151'8"92'2"HB 7"7 A B C DE 6 12 1.5X4 3X6 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 11 0.00 0.91 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 178 /- /- /171 /81 /- D 15 /- /- /10 /- /- C - /-32 /- /46 /60 /33 Wind reactions based on MWFRS E Brg Width = 6.9 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 Chords Tens. Comp. B - C 151 -59 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 317 -172 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(CL): 0.000 B 999 240 HORZ(LL): 0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.180 Max BC CSI: 0.007 Max Web CSI: 0.094 Wgt: 8.4 lbs VIEW Ver: 19.01.00A.0618.15 Job WRMSBM1674B Truss CJ1A Truss Type JACK Qty 1 Ply 1 2521 08/24/2020 SEAT PLATE REQ. 3"8 7"71'4"12 10"151'8"92'2"HB 7"7 A B C DE 6 12 1.5X4 3X6 Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 34 0.15 2.97 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 220 /- /- /167 /51 /62 D 43 /- /- /31 /2 /- C 66 /- /- /28 /29 /- 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 Chords Tens. Comp. B - C 30 -89 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) 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: 0.322 Max BC CSI: 0.072 Max Web CSI: 0.000 Wgt: 11.2 lbs VIEW Ver: 19.01.00A.0618.15 Job WRMSBM1674B Truss CJ3 Truss Type JACK Qty 3 Ply 1 2522 08/24/2020 SEAT PLATE REQ. 2'11"111'4" 4"3 1'10"2'5"A B C D 6 12 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 34 0.15 2.97 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 220 /- /- /167 /51 /62 D 43 /- /- /31 /2 /- C 66 /- /- /28 /29 /- 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 Chords Tens. Comp. B - C 30 -89 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) 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: 0.322 Max BC CSI: 0.072 Max Web CSI: 0.000 Wgt: 11.2 lbs VIEW Ver: 19.01.00A.0618.15 Job WRMSBM1674B Truss CJ3 Truss Type JACK Qty 3 Ply 1 2522 08/24/2020 SEAT PLATE REQ. 2'11"111'4" 4"3 1'10"2'5"A B C D 6 12 2X4(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 27 0.00 2.24 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 193 /- /- /169 /76 /- D 38 /- /- /23 /- /- C 45 /- /- /38 /15 /53 Wind reactions based on MWFRS E Brg Width = 6.9 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 Chords Tens. Comp. B - C 156 -52 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 305 -178 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(CL): 0.000 B 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.197 Max BC CSI: 0.050 Max Web CSI: 0.091 Wgt: 14.0 lbs VIEW Ver: 19.01.00A.0618.15 Job WRMSBM1674B Truss CJ3A Truss Type JACK Qty 1 Ply 1 2523 08/24/2020 SEAT PLATE REQ. 3"8 1'11"7 1'4"12 2'2"151'8"92'10"HB 1'11"7 A B C DE 6 12 1.5X4 3X6 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 27 0.00 2.24 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 193 /- /- /169 /76 /- D 38 /- /- /23 /- /- C 45 /- /- /38 /15 /53 Wind reactions based on MWFRS E Brg Width = 6.9 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 Chords Tens. Comp. B - C 156 -52 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 305 -178 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(CL): 0.000 B 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.197 Max BC CSI: 0.050 Max Web CSI: 0.091 Wgt: 14.0 lbs VIEW Ver: 19.01.00A.0618.15 Job WRMSBM1674B Truss CJ3A Truss Type JACK Qty 1 Ply 1 2523 08/24/2020 SEAT PLATE REQ. 3"8 1'11"7 1'4"12 2'2"151'8"92'10"HB 1'11"7 A B C DE 6 12 1.5X4 3X6 Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 58 0.15 4.97 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 288 /- /- /203 /107 /157 D 77 /- /- /36 /- /- C 128 /- /- /76 /111 /- 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 Chords Tens. Comp. B - C 57 -152 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) 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: 0.542 Max BC CSI: 0.252 Max Web CSI: 0.000 Wgt: 18.2 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss CJ5 Truss Type JACK Qty 2 Ply 1 2704 08/24/2020 SEAT PLATE REQ. 4'11"111'4" 4"3 2'10"3'5"A B C D 6 12 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 58 0.15 4.97 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 288 /- /- /203 /107 /157 D 77 /- /- /36 /- /- C 128 /- /- /76 /111 /- 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 Chords Tens. Comp. B - C 57 -152 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) 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: 0.542 Max BC CSI: 0.252 Max Web CSI: 0.000 Wgt: 18.2 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss CJ5 Truss Type JACK Qty 2 Ply 1 2704 08/24/2020 SEAT PLATE REQ. 4'11"111'4" 4"3 2'10"3'5"A B C D 6 12 2X4(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 58 0.15 4.97 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 288 /- /- /253 /75 /92 D 77 /- /- /89 /35 /- C 128 /- /- /69 /53 /- 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 Chords Tens. Comp. B - C 57 -156 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) 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: 0.510 Max BC CSI: 0.284 Max Web CSI: 0.000 Wgt: 18.2 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss CJ5P Truss Type JACK Qty 1 Ply 1 2713 08/24/2020 SEAT PLATE REQ. 4'11"111'4" 4"3 2'10"3'5"A B C D 6 12 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 58 0.15 4.97 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 288 /- /- /253 /75 /92 D 77 /- /- /89 /35 /- C 128 /- /- /69 /53 /- 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 Chords Tens. Comp. B - C 57 -156 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) 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: 0.510 Max BC CSI: 0.284 Max Web CSI: 0.000 Wgt: 18.2 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss CJ5P Truss Type JACK Qty 1 Ply 1 2713 08/24/2020 SEAT PLATE REQ. 4'11"111'4" 4"3 2'10"3'5"A B C D 6 12 2X4(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.89 to 61 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 9.84 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -20 lb Conc. Load at 1.38 TC: 132 lb Conc. Load at 4.21 TC: 256 lb Conc. Load at 7.03 BC: 12 lb Conc. Load at 1.38 BC: 86 lb Conc. Load at 4.21 BC: 155 lb Conc. Load at 7.03 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 9.84 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 321 /- /- /- /211 /- E 281 /- /0 /- /94 /0 D 116 /- /- /- /87 /- Wind reactions based on MWFRS B Brg Width = 10.0 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -8 B - C 402 -840 Chords Tens. Comp. C - D 62 -94 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 798 -372 G - F 786 -372 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - C 196 0 Webs Tens. Comp. C - F 386 -814 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.027 G 999 360 VERT(CL): 0.050 G 999 240 HORZ(LL): 0.007 F - - HORZ(TL): 0.013 F - - Creep Factor: 2.0 Max TC CSI: 0.486 Max BC CSI: 0.794 Max Web CSI: 0.568 Wgt: 44.8 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss HJ7 Truss Type HIP_ Qty 1 Ply 1 2689 08/24/2020 SEAT PLATE REQ. 9'10"11'10"10 4"3 3'9"144'5"1A B C D EFG 4.24 12 2X4(A1) 1.5X3 3X4 4X4 1'4"8 12# -20# 2'9"15 86# 132# 2'9"15 155# 256# 2'9"10 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.89 to 61 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 9.84 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -20 lb Conc. Load at 1.38 TC: 132 lb Conc. Load at 4.21 TC: 256 lb Conc. Load at 7.03 BC: 12 lb Conc. Load at 1.38 BC: 86 lb Conc. Load at 4.21 BC: 155 lb Conc. Load at 7.03 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 9.84 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 321 /- /- /- /211 /- E 281 /- /0 /- /94 /0 D 116 /- /- /- /87 /- Wind reactions based on MWFRS B Brg Width = 10.0 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -8 B - C 402 -840 Chords Tens. Comp. C - D 62 -94 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 798 -372 G - F 786 -372 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - C 196 0 Webs Tens. Comp. C - F 386 -814 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.027 G 999 360 VERT(CL): 0.050 G 999 240 HORZ(LL): 0.007 F - - HORZ(TL): 0.013 F - - Creep Factor: 2.0 Max TC CSI: 0.486 Max BC CSI: 0.794 Max Web CSI: 0.568 Wgt: 44.8 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss HJ7 Truss Type HIP_ Qty 1 Ply 1 2689 08/24/2020 SEAT PLATE REQ. 9'10"11'10"10 4"3 3'9"144'5"1A B C D EFG 4.24 12 2X4(A1) 1.5X3 3X4 4X4 1'4"8 12# -20# 2'9"15 86# 132# 2'9"15 155# 256# 2'9"10 Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.97 to 61 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 5.98 BC: From 2 plf at 0.00 to 2 plf at 5.98 TC: 66 lb Conc. Load at 0.35 TC: -12 lb Conc. Load at 1.29 TC: 173 lb Conc. Load at 3.17 BC: 43 lb Conc. Load at 0.35 BC: 15 lb Conc. Load at 1.29 BC: 116 lb Conc. Load at 3.17 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 72 0.00 5.98 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 320 /- /- /- /141 /- D 102 /- /- /- /12 /- C 93 /- /- /- /42 /- Wind reactions based on MWFRS E Brg Width = 9.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 -9 Chords Tens. Comp. B - C 34 -49 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 131 -207 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.000 B 999 360 VERT(CL): 0.001 B 999 240 HORZ(LL): 0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.723 Max BC CSI: 0.562 Max Web CSI: 0.039 Wgt: 0.0 lbs VIEW Ver: 19.01.00A.0618.15 Job WRMSBM1674B Truss HJ7S Truss Type HIP_ Qty 1 Ply 1 2537 08/24/2020 SEAT PLATE REQ. 3"8 5'8"41'11"11 5'11"121'8"93'9"14HB 5'8"4 A B C DE 4.24 12 1.5X4 1.5X4 4"3 43# 66# 11"5 15# -12# 1'10"10 116# 173# 2'9"10 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.97 to 61 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 5.98 BC: From 2 plf at 0.00 to 2 plf at 5.98 TC: 66 lb Conc. Load at 0.35 TC: -12 lb Conc. Load at 1.29 TC: 173 lb Conc. Load at 3.17 BC: 43 lb Conc. Load at 0.35 BC: 15 lb Conc. Load at 1.29 BC: 116 lb Conc. Load at 3.17 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 72 0.00 5.98 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 320 /- /- /- /141 /- D 102 /- /- /- /12 /- C 93 /- /- /- /42 /- Wind reactions based on MWFRS E Brg Width = 9.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 -9 Chords Tens. Comp. B - C 34 -49 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 131 -207 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.000 B 999 360 VERT(CL): 0.001 B 999 240 HORZ(LL): 0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.723 Max BC CSI: 0.562 Max Web CSI: 0.039 Wgt: 0.0 lbs VIEW Ver: 19.01.00A.0618.15 Job WRMSBM1674B Truss HJ7S Truss Type HIP_ Qty 1 Ply 1 2537 08/24/2020 SEAT PLATE REQ. 3"8 5'8"41'11"11 5'11"121'8"93'9"14HB 5'8"4 A B C DE 4.24 12 1.5X4 1.5X4 4"3 43# 66# 11"5 15# -12# 1'10"10 116# 173# 2'9"10 Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 30 0.15 2.64 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 106 /- /- /76 /13 /15 Wind reactions based on MWFRS D Brg Width = 31.7 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 Chords Tens. Comp. B - C 23 -53 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 155 -31 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - D 89 -54 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) 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: 0.186 Max BC CSI: 0.046 Max Web CSI: 0.038 Wgt: 14.0 lbs VIEW Ver: 19.01.00A.0618.15 Job WRMSBM1674B Truss J3GE Truss Type JACK Qty 1 Ply 1 2527 08/24/2020 2'7"11 SEAT PLATE REQ. 1'4" 4"3 1'8"2'3"A B C D 6 12 2X4(A1) 1.5X4 1.5X4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 30 0.15 2.64 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 106 /- /- /76 /13 /15 Wind reactions based on MWFRS D Brg Width = 31.7 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 Chords Tens. Comp. B - C 23 -53 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 155 -31 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - D 89 -54 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) 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: 0.186 Max BC CSI: 0.046 Max Web CSI: 0.038 Wgt: 14.0 lbs VIEW Ver: 19.01.00A.0618.15 Job WRMSBM1674B Truss J3GE Truss Type JACK Qty 1 Ply 1 2527 08/24/2020 2'7"11 SEAT PLATE REQ. 1'4" 4"3 1'8"2'3"A B C D 6 12 2X4(A1) 1.5X4 1.5X4 Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 361 /- /- /245 /126 /210 D 111 /- /- /55 /- /- C 187 /- /- /113 /161 /- 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 Chords Tens. Comp. B - C 84 -135 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.015 D - - HORZ(TL): 0.027 D - - Creep Factor: 2.0 Max TC CSI: 0.711 Max BC CSI: 0.452 Max Web CSI: 0.000 Wgt: 23.8 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss J7 Truss Type EJAC Qty 2 Ply 1 2701 08/24/2020 SEAT PLATE REQ. 7'1'4" 4"3 3'10"34'5"2A B C D 6 12 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 361 /- /- /245 /126 /210 D 111 /- /- /55 /- /- C 187 /- /- /113 /161 /- 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 Chords Tens. Comp. B - C 84 -135 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.015 D - - HORZ(TL): 0.027 D - - Creep Factor: 2.0 Max TC CSI: 0.711 Max BC CSI: 0.452 Max Web CSI: 0.000 Wgt: 23.8 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss J7 Truss Type EJAC Qty 2 Ply 1 2701 08/24/2020 SEAT PLATE REQ. 7'1'4" 4"3 3'10"34'5"2A B C D 6 12 2X4(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes (++) - This plate works for both joints covered. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 30 0.15 2.64 BC 58 2.18 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 361 /- /- /252 /68 /121 E 98 /- /- /66 /8 /- D 190 /- /- /102 /78 /- 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 0 -197 Chords Tens. Comp. C - D 85 -118 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 84 -73 C - G 81 -36 Chords Tens. Comp. G - E 0 0 H - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - H 72 -34 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.171 F 482 360 VERT(CL): 0.316 F 260 240 HORZ(LL): 0.081 G - - HORZ(TL): 0.151 G - - Creep Factor: 2.0 Max TC CSI: 0.786 Max BC CSI: 0.348 Max Web CSI: 0.279 Wgt: 28.0 lbs VIEW Ver: 19.01.00A.0618.15 Job WRMSBM1674B Truss J7C Truss Type EJAC Qty 8 Ply 1 2529 08/24/2020 SEAT PLATE REQ. 2'6"2 1"8 4'4"61'4" 7' 4"3 1'2'10"33'10"34'5"2HB 4'5"14 A B C D E FGH 6 12 2X4(A1) 3X4(++) 1.5X4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes (++) - This plate works for both joints covered. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 30 0.15 2.64 BC 58 2.18 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 361 /- /- /252 /68 /121 E 98 /- /- /66 /8 /- D 190 /- /- /102 /78 /- 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 0 -197 Chords Tens. Comp. C - D 85 -118 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 84 -73 C - G 81 -36 Chords Tens. Comp. G - E 0 0 H - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - H 72 -34 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.171 F 482 360 VERT(CL): 0.316 F 260 240 HORZ(LL): 0.081 G - - HORZ(TL): 0.151 G - - Creep Factor: 2.0 Max TC CSI: 0.786 Max BC CSI: 0.348 Max Web CSI: 0.279 Wgt: 28.0 lbs VIEW Ver: 19.01.00A.0618.15 Job WRMSBM1674B Truss J7C Truss Type EJAC Qty 8 Ply 1 2529 08/24/2020 SEAT PLATE REQ. 2'6"2 1"8 4'4"61'4" 7' 4"3 1'2'10"33'10"34'5"2HB 4'5"14 A B C D E FGH 6 12 2X4(A1) 3X4(++) 1.5X4 Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 361 /- /- /317 /88 /121 D 111 /- /- /131 /52 /- C 187 /- /- /102 /77 /- 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 Chords Tens. Comp. B - C 84 -154 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.015 D - - HORZ(TL): 0.027 D - - Creep Factor: 2.0 Max TC CSI: 0.711 Max BC CSI: 0.640 Max Web CSI: 0.000 Wgt: 23.8 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss J7P Truss Type EJAC Qty 5 Ply 1 2716 08/24/2020 SEAT PLATE REQ. 7'1'4" 4"3 3'10"34'5"2A B C D 6 12 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 361 /- /- /317 /88 /121 D 111 /- /- /131 /52 /- C 187 /- /- /102 /77 /- 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 Chords Tens. Comp. B - C 84 -154 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.015 D - - HORZ(TL): 0.027 D - - Creep Factor: 2.0 Max TC CSI: 0.711 Max BC CSI: 0.640 Max Web CSI: 0.000 Wgt: 23.8 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss J7P Truss Type EJAC Qty 5 Ply 1 2716 08/24/2020 SEAT PLATE REQ. 7'1'4" 4"3 3'10"34'5"2A B C D 6 12 2X4(A1) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 7.14 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 76 /- /- /34 /1 /5 Wind reactions based on MWFRS E Brg Width = 85.6 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 172 -110 Chords Tens. Comp. B - C 172 -110 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 163 -122 Chords Tens. Comp. D - C 163 -122 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 270 -281 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: > 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 D 999 360 VERT(CL): 0.010 D 999 240 HORZ(LL): -0.002 D - - HORZ(TL): 0.004 D - - Creep Factor: 2.0 Max TC CSI: 0.149 Max BC CSI: 0.131 Max Web CSI: 0.080 Wgt: 25.2 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss V01 Truss Type VAL Qty 1 Ply 1 2695 08/24/2020 7'1"10 6"15 2'11"14 2'11"14 6"15 3'5"1 3"8 3'5"1 0"41'9"11A B C D E 6 12 2X4(D8R) 4X4 1.5X3 2X4(D8R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 7.14 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 76 /- /- /34 /1 /5 Wind reactions based on MWFRS E Brg Width = 85.6 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 172 -110 Chords Tens. Comp. B - C 172 -110 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 163 -122 Chords Tens. Comp. D - C 163 -122 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 270 -281 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: > 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 D 999 360 VERT(CL): 0.010 D 999 240 HORZ(LL): -0.002 D - - HORZ(TL): 0.004 D - - Creep Factor: 2.0 Max TC CSI: 0.149 Max BC CSI: 0.131 Max Web CSI: 0.080 Wgt: 25.2 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss V01 Truss Type VAL Qty 1 Ply 1 2695 08/24/2020 7'1"10 6"15 2'11"14 2'11"14 6"15 3'5"1 3"8 3'5"1 0"41'9"11A B C D E 6 12 2X4(D8R) 4X4 1.5X3 2X4(D8R) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 51 0.00 4.22 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 76 /- /- /31 /- /4 Wind reactions based on MWFRS D Brg Width = 50.6 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 172 -185 Chords Tens. Comp. B - C 172 -185 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 177 -129 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: > 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 999 360 VERT(CL): 0.008 999 240 HORZ(LL): -0.002 - - HORZ(TL): 0.003 - - Creep Factor: 2.0 Max TC CSI: 0.077 Max BC CSI: 0.107 Max Web CSI: 0.000 Wgt: 12.6 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss V02 Truss Type VAL Qty 1 Ply 1 2698 08/24/2020 4'2"10 6"15 1'6"6 1'6"6 6"15 0"41'0"15A B C D 6 12 2X4(D8R) 3X4 2X4(D8R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 51 0.00 4.22 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 76 /- /- /31 /- /4 Wind reactions based on MWFRS D Brg Width = 50.6 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 172 -185 Chords Tens. Comp. B - C 172 -185 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 177 -129 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 4.2 psf MWFRS Parallel Dist: > 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 999 360 VERT(CL): 0.008 999 240 HORZ(LL): -0.002 - - HORZ(TL): 0.003 - - Creep Factor: 2.0 Max TC CSI: 0.077 Max BC CSI: 0.107 Max Web CSI: 0.000 Wgt: 12.6 lbs VIEW Ver: 20.01.01A.0724.11 Job WRMSBM1674B Truss V02 Truss Type VAL Qty 1 Ply 1 2698 08/24/2020 4'2"10 6"15 1'6"6 1'6"6 6"15 0"41'0"15A B C D 6 12 2X4(D8R) 3X4 2X4(D8R) Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION CORNERSET GENERAL SPECIFICATIONS Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach End Jack's w/ (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) 7'-0" MAX ST-CRNRST MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. STDTL01 BC JUNE 20, 2019 Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 STDTL03ALTERNATE GABLE END BRACING DETAILFEBRUARY 17, 2017 Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 OPTION #2: APA RATED GUSSET. OPTION #3: 2X4 VERT. SCAB. PIGGY-BACK TRUSS. (REFER TO ACTUAL TRUSS DESIGN DRAWINGS FOR ADDITIONAL INFORMATION.) ** IMPORTANT NOTE ** THIS DETAIL IS VALID ONLY FOR SINGLE PLY BASE TRUSSES SPACED AT 24" O.C. OR LESS. PIGGY-BACK DETAIL (TYPICAL) 180 MPH WIND, 30.00 FT MEAN ROOF HEIGHT, A.S.C.E. 7-10, PARTIALLY ENCLOSED BLDG. LOCATED ANYWHERE AT ROOF, EXPOSURE C, WIND D.L.= 5.0 P.S.F. (MIN.), KZT= 1.00. OR... 160 MPH WIND, 30.00 FT MEAN ROOF HEIGHT, A.S.C.E. 7-10, PARTIALLY ENCLOSED BLDG. LOCATED ANYWHERE AT ROOF, EXPOSURE D, WIND D.L.= 5.0 P.S.F. (MIN.), KZT= 1.00. IMPORTANT NOTE: TOP CHORDS OF TRUSSES SUPPORTING PIGGY-BACK CAP TRUSSES MUST BE ADEQUATELY BRACED BY SHEATHING AND/ OR PURLINS. THE BUILDING ENGINEER OF RECORD SHALL PROVIDE DIAGONAL BRACING OR OTHER SUITABLE ANCHORAGE TO PERMANENTLY RESTRAIN PURLINS AND LATERAL BRACING FOR OUT OF PLANE LOADS OVER GABLE ENDS. MAXIMUM TRUSS SPACING IS NOT TO EXCEED 24" O.C. DETAIL IS NOT APPLICABLE IF CAP SUPPORTS ADDITIONAL LOADS SUCH AS CUPOLA, STEEPLE, CHIMNEY OR DRAG STRUT LOADS. **REFER TO ENGINEER'S SEALED TRUSS DESIGN DRAWINGS FOR PIGGY-BACK AND BASE TRUSS SPECIFICATIONS.** OPTION NO. 2 - APA RATED GUSSET: 8" x 8" x 0-7/16" (MIN.) APA RATED SHEATHING GUSSETS EACH FACE. ATTACH AT 8'-0" O.C. w/ 8 (EACH) 6d COMMON (0.113" x 2") NAILS PER GUSSET: 4 (EACH) AT CAP BOTTOM CHORD & 4 (EACH) AT BASE TRUSS TOP CHORD. GUSSETS MAY BE STAGGERED AT 4'-0" O.C. FRONT TO BACK FACES. MINIMUM TWO (2 EA.) CONNECTIONS AT EACH TRUSS. OPTION NO. 3 - 2X4 VERTICAL WOOD SCAB: 2X4 SPF #2, FULL CHORD DEPTH SCABS AT EACH FACE. ATTACH AT 8'-0" O.C. w/6 (EACH) 10d BOX NAILS (0.128" x 3") PER SCAB: 3 (EACH) AT CAP BOTTOM CHORD AND 3 (EACH) AT BASE TRUSS TOP CHORD. SCABS MAY BE STAGGERED 4'-0" O.C. FRONT TO BACK FACES. MINIMUM TWO (2 EA.) CONNECTIONS AT EACH TRUSS. OPTION NO. 1 - TEE-LOK 3" x 8" TEE-LOK MULTI-USE CONNECTION PLATES SPACED AT 4'-0" O.C. MAX. PLATES SHALL BE PRESSED INTO PIGGY-BACK TRUSS AT 4'-0" O.C. STAGGERED FROM EACH FACE AND NAILED TO BASE TRUSS WITH 4 EACH 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHEIVE MAXIMUM UPLIFT CAPACITY OF 377 LBS AT EACH 3" X 8" TEE-LOK MULTI-USE CONNECTION PLATE (MINIMUM OF 2 PLATES). OPTION #1: TEE-LOK MULTI-USE CONNECTION PLATE. ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS. PURLIN & CONNECTIONS BY OTHERS. BASE TRUSS. (REFER TO TRUSS DESIGN DRAWINGS FOR ADDITIONAL INFORMATION.) PURLINS SPACED ACCORDING TO MAX. SPACING OF TOP CHORD OF BASE TRUSS. SPACING IS NOT TO EXCEED 24" O.C. & PURLINS TO BE LOCATED AT JOINT OF EACH BASE TRUSS. 2'-0" MAX PIGGY-BACK TRUSS STDTL04.112/23/19 Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 STDTL05TRUSSED VALLEY SET DETAIL - SHEATHED P 12 VALLEY TRUSS (TYPICAL) BASE TRUSSES SEE DETAIL "A" BELOW (TYP.) VALLEY TRUSS (TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. DETAIL A TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. GABLE END, COMMON TRUSS, OR GIRDER TRUSS GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" SDS25412 SIMPSON OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. JULY 17, 2017 ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO SIMPSON SDS25412 (1/4" X 4.5") OR EQUIVALENT WOOD SCREWS INTO EACH BASE TRUSS. Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 STDTL06TRUSSED VALLEY SET DETAIL P 12 VALLEY TRUSS (TYPICAL) BASE TRUSSES SEE DETAIL "A" BELOW (TYP.) VALLEY TRUSS (TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. DETAIL A (NO SHEATHING) N.T.S. WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. GABLE END, COMMON TRUSS, OR GIRDER TRUSS GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" SDS25300 SIMPSON OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL "A". 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. FEBRUARY 5, 2018 ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO SIMPSON SDS25300 (1/4" X 3") OR EQUIVALENT WOOD SCREWS INTO EACH BASE TRUSS. Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 STDTL07TRUSSED VALLEY SET DETAIL (HIGH WIND VELOCITY) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. NOTE: VALLEY STUD SPACING NOT TO EXCEED 48" O.C. SPACING. ATTACH VALLEY TRUSSES TO LOWER TRUSSES WITH USP RT7 OR EQUIVALENT. NON-BEVELED BOTTOM CHORD NON-BEVELED BOTTOM CHORD JULY 17, 2017 Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 MAXIMUM STUD LENGTH 2X4 SP #3 / STUD 12" O.C. 16" O.C. 24" O.C. 2X4 SP #3 / STUD 2X4 SP #3 / STUD 2X4 SP #2 12" O.C. 16" O.C. 24" O.C. 2X4 SP #2 2X4 SP #2 3-8-10 3-3-10 2-8-6 5-6-11 4-9-12 3-11-3 6-6-11 6-6-11 5-4-12 11-1-13 9-10-15 8-1-2 3-10-15 5-6-11 6-6-11 11-8-14 10-8-0 9-3-13 6-6-11 6-2-9 4-9-12 3-11-3 3-6-11 3-1-4 3X4 = 12 A A * * * MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH DURATION OF LOAD INCREASE : 1.60 STDTL08STANDARD GABLE END DETAIL B B + + + + ** STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. CONNECTION OF BRACING IS BASED ON MWFRS. FEBRUARY 17, 2017 ** Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 STDTL09FEBRUARY 17, 2017 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 STDTL10FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 45.00°45.00°45.00° STDTL11FEBRUARY 17, 2017 LATERAL TOE-NAIL DETAIL Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 L STDTL12FEBRUARY 17, 2017 UPLIFT TOE-NAIL DETAIL Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 FEBRUARY 5, 2016 ST-2x2 NAILINGTYP 2x2 NAILER ATTACHMENT A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. 1.5 x 4 1.5 x 4 2 x 4 SP No . 2 (M in )2x4 SP No. 2 (Min) 2x2 SP No. 3 STDTL13 Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 April 11, 2016 ST-FLAT GIR BRACETYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 (4) 12d MAX 30" (2'-6") 2x6 #2 SP (Both Faces) 24" o.c. SIMPSON H5 (4) 12d TRUSS 24" o.c. UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR FLAT GIRDER VARIES 12 STDTL14 Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 STDTL15FEBRUARY 17, 2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND DAMAGED OR MISSING CHORD SPLICE PLATES Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 STDTL16FEBRUARY 17, 2017 SCAB APPLIED OVERHANGS (L) 24" MAX (2.0 x L) 24" MIN Rama Pranav Kristam, P.E. # 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946