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HomeMy WebLinkAboutAPPROVED Truss cut sheetsLumber design values are in accordance with ANSI/TPI 1-2014 section 6.3These truss designs rely on lumber values established by others.RE: Job CRMSSMB1LPage 1 of 2A-1 Roof Trusses4451 St Lucie BlvdFort Pierce, FL 34946Site Information:Customer Info: RENAR DEVELOPMENT CO. Project Name: MORNINGSIDELot/Block:Model: SEAMIST 2215Subdivision: Address: City: County: St LucieState: FLName 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 7th Ed. 2020 Res. / TPI 2014Design Program: Alpine Engineered ProductsWind Code: ASCE 7-16 Wind Speed: 160Roof Load: 40.0 psfFloor Load: 55.0 psfThis package includes 33 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 sheetconforms 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: Ryan Bays My license renewal date for the state of Florida is February 28,2023. 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 Ryan Bays 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. Ryan Bays, P.E. 4451 St Lucie Blvd. Suite 201 Fort Pierce, FL 34946No.Seq #Truss NameDate12486A01GE8/2/2122491A028/2/2132923A02GE8/2/2142500B018/2/2152507B02GE8/2/2162931C01G8/2/2172926C028/2/2182927C038/2/2192932C04G8/2/21102928C068/2/21112929D018/2/21122930D02GE8/2/21No.Seq #Truss NameDate132544FG018/2/21142535FL018/2/21152532FL028/2/21162538FL02GE8/2/21172529FL038/2/21182541FL03GE8/2/21192526FL048/2/21202523FL058/2/21212518FL06G8/2/21222547FL07GE8/2/21232888FL088/2/21242549HJ78/2/21No.Seq #Truss NameDate252900J18/2/21262901J38/2/21272902J58/2/21282903J68/2/21292904J78/2/21302497L018/2/21312494L028/2/21322907V018/2/21332908V028/2/2134STDL01STD. DETAIL8/2/2135STDL02STD. DETAIL8/2/2136STDL03STD. DETAIL8/2/21 Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3These truss designs rely on lumber values established by others.RE: Job CRMSSMB1LPage 2 of 2No.Seq #Truss NameDate37STDL04STD. DETAIL8/2/2138STDL05STD. DETAIL8/2/2139STDL06STD. DETAIL8/2/2140STDL07STD. DETAIL8/2/2141STDL08STD. DETAIL8/2/2142STDL09STD. DETAIL8/2/2143STDL10STD. DETAIL8/2/2144STDL11STD. DETAIL8/2/2145STDL12STD. DETAIL8/2/2146STDL13STD. DETAIL8/2/2147STDL14STD. DETAIL8/2/2148STDL15STD. DETAIL8/2/2149STDL16STD. DETAIL8/2/21Ryan Bays, P.E.# 912314451 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 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 16.24 25.27 BC 120 0.00 25.27 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. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See A1 Std Detail for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL AG 202 /- /- /200 /133 /455 R* 80 /- /- /46 /30 /- Wind reactions based on MWFRS AG Brg Width = 7.4 Min Req = 1.5 R Brg Width = 295 Min Req = - Bearings AG & AF are a rigid surface. Bearings AG & AF require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 43 0 B - C 124 -83 C - D 101 -491 D - E 90 -429 E - F 77 -361 F - G 55 -295 G - H 65 -290 H - I 52 -228 Chords Tens. Comp. I - J 39 -161 J - K 26 -93 K - L 17 -31 L - M 1 0 M - N 0 0 N - O 0 0 O - P 0 0 P - Q 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AG-AF 133 -560 AF-AE 123 -522 AE-AD 11 -12 AD-AC 8 -9 AC-AB 6 -7 AB-AA 5 -6 AA- Z 4 -4 Z - Y 4 -4 Chords Tens. Comp. Y - X 3 -3 X - W 2 -2 W - V 0 0 V - U 0 0 U - T 0 0 T - S 0 0 S - R 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AE 659 -152 L - W 111 -95 M - V 179 -144 Webs Tens. Comp. N - U 150 -120 O - T 171 -137 P - S 120 -97 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. AG- B 238 -202 AF- C 192 -674 AE- D 111 -120 E -AD 136 -125 F -AC 129 -124 Gables Tens. Comp. H -AB 131 -124 I -AA 130 -124 J - Y 131 -125 K - X 131 -125 Q - R 13 -10 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 M 999 360 VERT(CL): 0.002 M 999 240 HORZ(LL): -0.010 K - - HORZ(TL): 0.012 K - - Creep Factor: 2.0 Max TC CSI: 0.157 Max BC CSI: 0.031 Max Web CSI: 0.196 Weight: 233.8 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss A01GE Truss Type GABL Qty 1 Ply 1 Seal #: 2486 08/02/2021 25'3-3/8" SEAT PLATE REQ.SEAT PLATE REQ. 16'3-1/16"9'0-5/16" 1'6-3/16" 1'4-1/2"9'6"(a)(a)(a)(a)(a) (a) A B C D E F G H I J K L M N O P Q R STUVWXYZAAABACADAEAF AG 6 12 3X6 3X4 3X4 3X6 3X6 5X6 2X4 2X4 **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 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 16.24 25.27 BC 120 0.00 25.27 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. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See A1 Std Detail for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL AG 202 /- /- /200 /133 /455 R* 80 /- /- /46 /30 /- Wind reactions based on MWFRS AG Brg Width = 7.4 Min Req = 1.5 R Brg Width = 295 Min Req = - Bearings AG & AF are a rigid surface. Bearings AG & AF require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 43 0 B - C 124 -83 C - D 101 -491 D - E 90 -429 E - F 77 -361 F - G 55 -295 G - H 65 -290 H - I 52 -228 Chords Tens. Comp. I - J 39 -161 J - K 26 -93 K - L 17 -31 L - M 1 0 M - N 0 0 N - O 0 0 O - P 0 0 P - Q 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AG-AF 133 -560 AF-AE 123 -522 AE-AD 11 -12 AD-AC 8 -9 AC-AB 6 -7 AB-AA 5 -6 AA- Z 4 -4 Z - Y 4 -4 Chords Tens. Comp. Y - X 3 -3 X - W 2 -2 W - V 0 0 V - U 0 0 U - T 0 0 T - S 0 0 S - R 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AE 659 -152 L - W 111 -95 M - V 179 -144 Webs Tens. Comp. N - U 150 -120 O - T 171 -137 P - S 120 -97 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. AG- B 238 -202 AF- C 192 -674 AE- D 111 -120 E -AD 136 -125 F -AC 129 -124 Gables Tens. Comp. H -AB 131 -124 I -AA 130 -124 J - Y 131 -125 K - X 131 -125 Q - R 13 -10 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 M 999 360 VERT(CL): 0.002 M 999 240 HORZ(LL): -0.010 K - - HORZ(TL): 0.012 K - - Creep Factor: 2.0 Max TC CSI: 0.157 Max BC CSI: 0.031 Max Web CSI: 0.196 Weight: 233.8 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss A01GE Truss Type GABL Qty 1 Ply 1 Seal #: 2486 08/02/2021 25'3-3/8" SEAT PLATE REQ.SEAT PLATE REQ. 16'3-1/16"9'0-5/16" 1'6-3/16" 1'4-1/2"9'6"(a)(a)(a)(a)(a) (a) A B C D E F G H I J K L M N O P Q R STUVWXYZAAABACADAEAF AG 6 12 3X6 3X4 3X4 3X6 3X6 5X6 2X4 2X4 Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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; T4 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP M-30; Webs: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (**) 1 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 67 0.19 25.23 BC 28 25.23 37.90 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. Wind loading based on both gable and hip roof types. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 976 /- /- /582 /211 /453 M 2140 /- /- /1438 /787 /- J 412 /-83 /- /312 /141 /- Wind reactions based on MWFRS Q Brg Width = 8.0 Min Req = 1.5 M Brg Width = 3.5 Min Req = 2.5 J Brg Width = 3.5 Min Req = 1.5 Bearings Q, M, & J are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 0 B - C 1230 -2371 C - D 566 -1234 D - E 602 -1203 E - F 1047 -684 Chords Tens. Comp. F - G 1231 -676 G - H 676 -268 H - I 740 -361 I - J 571 -257 J - K 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 327 -512 P - O 2199 -1557 O - N 2213 -1531 Chords Tens. Comp. N - M 1069 -628 M - L 1092 -1214 L - J 269 -468 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 608 -876 B - P 2123 -981 P - C 257 -147 C - N 868 -1048 N - E 606 -146 Webs Tens. Comp. E - M 1345 -1962 G - M 897 -1482 G - L 940 -430 H - L 395 -640 L - I 458 -452 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.79 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.156 C 999 360 VERT(CL): 0.319 C 949 240 HORZ(LL): 0.070 C - - HORZ(TL): 0.143 C - - Creep Factor: 2.0 Max TC CSI: 0.684 Max BC CSI: 0.997 Max Web CSI: 0.875 Weight: 207.2 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss A02 Truss Type COMN Qty 11 Ply 1 Seal #: 2491 08/02/2021 T4 B2 25'5-3/4"12'5-3/4" 18'6-11/16"8'11-5/16"10'6" 25'3-1/2"12'8-1/2"1'5-9/16"1'5-9/16" 38' 1'4-3/16"9'6"4-3/16"9'3-13/16"15'1-3/16"(a) (a) (a) RB -2-3/16" A B C D E F G H I J K LM N O P Q 6 12 4.54 125X6(R) 8X8 5X6(R) 3X4 3X6 3X6 3X4 4X4 3X6 4X4 5X10(**) 5X6 4X8 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; T4 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP M-30; Webs: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (**) 1 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 67 0.19 25.23 BC 28 25.23 37.90 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. Wind loading based on both gable and hip roof types. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 976 /- /- /582 /211 /453 M 2140 /- /- /1438 /787 /- J 412 /-83 /- /312 /141 /- Wind reactions based on MWFRS Q Brg Width = 8.0 Min Req = 1.5 M Brg Width = 3.5 Min Req = 2.5 J Brg Width = 3.5 Min Req = 1.5 Bearings Q, M, & J are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 0 B - C 1230 -2371 C - D 566 -1234 D - E 602 -1203 E - F 1047 -684 Chords Tens. Comp. F - G 1231 -676 G - H 676 -268 H - I 740 -361 I - J 571 -257 J - K 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 327 -512 P - O 2199 -1557 O - N 2213 -1531 Chords Tens. Comp. N - M 1069 -628 M - L 1092 -1214 L - J 269 -468 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 608 -876 B - P 2123 -981 P - C 257 -147 C - N 868 -1048 N - E 606 -146 Webs Tens. Comp. E - M 1345 -1962 G - M 897 -1482 G - L 940 -430 H - L 395 -640 L - I 458 -452 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.79 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.156 C 999 360 VERT(CL): 0.319 C 949 240 HORZ(LL): 0.070 C - - HORZ(TL): 0.143 C - - Creep Factor: 2.0 Max TC CSI: 0.684 Max BC CSI: 0.997 Max Web CSI: 0.875 Weight: 207.2 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss A02 Truss Type COMN Qty 11 Ply 1 Seal #: 2491 08/02/2021 T4 B2 25'5-3/4"12'5-3/4" 18'6-11/16"8'11-5/16"10'6" 25'3-1/2"12'8-1/2"1'5-9/16"1'5-9/16" 38' 1'4-3/16"9'6"4-3/16"9'3-13/16"15'1-3/16"(a) (a) (a) RB -2-3/16" A B C D E F G H I J K LM N O P Q 6 12 4.54 125X6(R) 8X8 5X6(R) 3X4 3X6 3X6 3X4 4X4 3X6 4X4 5X10(**) 5X6 4X8 1.5X3 3X6(A1) Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 75 0.04 21.65 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Wind Wind loads based on MWFRS with additional C&C member design. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Additional Notes See A1 Std Detail for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 118 /- /- /65 /34 /13 S 408 /- /- /381 /199 /- B /-311 Wind reactions based on MWFRS B Brg Width = 148 Min Req = - S Brg Width = 3.5 Min Req = 1.5 Bearings B & S are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 885 -732 C - D 880 -660 D - E 884 -598 E - F 906 -555 F - G 828 -439 G - H 568 -270 Chords Tens. Comp. H - I 899 -475 I - J 894 -516 J - K 883 -524 K - L 773 -458 L - M 620 -320 M - N 563 -296 N - O 531 -345 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 740 -767 Y - X 747 -770 X - W 750 -771 W - V 752 -771 V - U 757 -775 U - T 674 -775 Chords Tens. Comp. T - S 668 -765 S - R 348 -471 R - Q 348 -470 Q - P 350 -472 P - O 348 -473 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - S 159 -88 S - Z 451 -406 Webs Tens. Comp. Z -AA 445 -408 AB- L 464 -432 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - Y 149 -149 D - X 128 -122 E - W 128 -100 F - V 280 -291 T - H 454 -813 Gables Tens. Comp. J - Z 47 -16 AA- R 198 -167 K -AB 213 -178 Q - M 113 -80 P - N 116 -66 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.105 P 707 360 VERT(CL): 0.210 P 352 240 HORZ(LL): 0.032 I - - HORZ(TL): 0.064 I - - Creep Factor: 2.0 Max TC CSI: 0.605 Max BC CSI: 0.712 Max Web CSI: 0.431 Weight: 120.4 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss A02GE Truss Type GABL Qty 1 Ply 1 Seal #: 2923 08/02/2021 12'7-1/2"8'11-13/16" 10'6"10'6-7/8"6-15/16" 21'7-13/16"1'5-9/16" 4-3/16"0-1/4"5'7-3/16"6'2-15/16"A B C D E F G H I J K L M N O PQRS TUVWXY Z AA AB 6 12 2X4(A1) 3X6 3X4 1.5X4 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; 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 75 0.04 21.65 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Wind Wind loads based on MWFRS with additional C&C member design. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Additional Notes See A1 Std Detail for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 118 /- /- /65 /34 /13 S 408 /- /- /381 /199 /- B /-311 Wind reactions based on MWFRS B Brg Width = 148 Min Req = - S Brg Width = 3.5 Min Req = 1.5 Bearings B & S are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 885 -732 C - D 880 -660 D - E 884 -598 E - F 906 -555 F - G 828 -439 G - H 568 -270 Chords Tens. Comp. H - I 899 -475 I - J 894 -516 J - K 883 -524 K - L 773 -458 L - M 620 -320 M - N 563 -296 N - O 531 -345 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 740 -767 Y - X 747 -770 X - W 750 -771 W - V 752 -771 V - U 757 -775 U - T 674 -775 Chords Tens. Comp. T - S 668 -765 S - R 348 -471 R - Q 348 -470 Q - P 350 -472 P - O 348 -473 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - S 159 -88 S - Z 451 -406 Webs Tens. Comp. Z -AA 445 -408 AB- L 464 -432 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - Y 149 -149 D - X 128 -122 E - W 128 -100 F - V 280 -291 T - H 454 -813 Gables Tens. Comp. J - Z 47 -16 AA- R 198 -167 K -AB 213 -178 Q - M 113 -80 P - N 116 -66 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.105 P 707 360 VERT(CL): 0.210 P 352 240 HORZ(LL): 0.032 I - - HORZ(TL): 0.064 I - - Creep Factor: 2.0 Max TC CSI: 0.605 Max BC CSI: 0.712 Max Web CSI: 0.431 Weight: 120.4 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss A02GE Truss Type GABL Qty 1 Ply 1 Seal #: 2923 08/02/2021 12'7-1/2"8'11-13/16" 10'6"10'6-7/8"6-15/16" 21'7-13/16"1'5-9/16" 4-3/16"0-1/4"5'7-3/16"6'2-15/16"A B C D E F G H I J K L M N O PQRS TUVWXY Z AA AB 6 12 2X4(A1) 3X6 3X4 1.5X4 3X4 2X4(D8R) Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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; T2 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Rt Bearing Leg: 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 75 0.19 16.69 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. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 811 /- /- /517 /170 /474 F 694 /- /- /494 /401 /- Wind reactions based on MWFRS J Brg Width = 7.4 Min Req = 1.5 F Brg Width = 1.5 Min Req = 1.5 Bearings J & F are a rigid surface. Bearing J requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 0 B - C 991 -1743 Chords Tens. Comp. C - D 1207 -1666 D - E 0 -129 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 150 -676 I - H 755 -766 Chords Tens. Comp. H - G 810 -762 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 609 -720 B - I 1528 -734 C - I 573 -454 I - D 977 -819 Webs Tens. Comp. D - G 685 -710 F - G 593 -466 E - F 1358 -1270 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: 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 C 999 360 VERT(CL): 0.144 C 999 240 HORZ(LL): 0.026 I - - HORZ(TL): 0.053 I - - Creep Factor: 2.0 Max TC CSI: 0.624 Max BC CSI: 0.710 Max Web CSI: 0.859 Weight: 100.8 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss B01 Truss Type MONO Qty 8 Ply 1 Seal #: 2500 08/02/2021 T2 17'0-1/2" SEAT PLATE REQ. 17'0-1/2" 16'9"1'5-9/16"3-1/2" 9-1/2" 1'4-3/16"6'10-1/2"2'11-15/16"6'1"9'10-7/16"(a) A B C D E F G H I J 6 12 4.54 124X4(R) 8X8 1.5X4 6X10 3X4 5X6 3X4(R) 3X6 4X4 **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; T2 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Rt Bearing Leg: 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 75 0.19 16.69 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. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 811 /- /- /517 /170 /474 F 694 /- /- /494 /401 /- Wind reactions based on MWFRS J Brg Width = 7.4 Min Req = 1.5 F Brg Width = 1.5 Min Req = 1.5 Bearings J & F are a rigid surface. Bearing J requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 0 B - C 991 -1743 Chords Tens. Comp. C - D 1207 -1666 D - E 0 -129 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 150 -676 I - H 755 -766 Chords Tens. Comp. H - G 810 -762 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 609 -720 B - I 1528 -734 C - I 573 -454 I - D 977 -819 Webs Tens. Comp. D - G 685 -710 F - G 593 -466 E - F 1358 -1270 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: 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 C 999 360 VERT(CL): 0.144 C 999 240 HORZ(LL): 0.026 I - - HORZ(TL): 0.053 I - - Creep Factor: 2.0 Max TC CSI: 0.624 Max BC CSI: 0.710 Max Web CSI: 0.859 Weight: 100.8 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss B01 Truss Type MONO Qty 8 Ply 1 Seal #: 2500 08/02/2021 T2 17'0-1/2" SEAT PLATE REQ. 17'0-1/2" 16'9"1'5-9/16"3-1/2" 9-1/2" 1'4-3/16"6'10-1/2"2'11-15/16"6'1"9'10-7/16"(a) A B C D E F G H I J 6 12 4.54 124X4(R) 8X8 1.5X4 6X10 3X4 5X6 3X4(R) 3X6 4X4 Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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; W1 2x4 SP #2; 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) BC 120 0.00 16.94 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. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See A1 Std Detail for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL W* 87 /- /- /59 /34 /28 V /-414 U /-139 T /-133 R /-139 Q /-132 P /-132 O /-142 Wind reactions based on MWFRS W Brg Width = 204 Min Req = - Bearing W is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 0 B - C 102 -610 C - D 97 -529 D - E 83 -451 E - F 71 -375 F - G 58 -297 Chords Tens. Comp. G - H 45 -220 H - I 20 -143 I - J 33 -141 J - K 24 -61 K - L 3 -12 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W - V 9 -4 V - U 652 -123 U - T 655 -124 T - S 658 -125 S - R 658 -125 Chords Tens. Comp. R - Q 659 -126 Q - P 661 -126 P - O 662 -127 O - N 664 -127 N - M 664 -127 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - W 4 -386 Webs Tens. Comp. B - V 714 -133 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. V - C 145 -119 D - U 161 -125 E - T 152 -123 F - R 154 -124 G - Q 154 -124 Gables Tens. Comp. H - P 153 -123 J - O 164 -133 K - N 102 -82 L - M 7 -6 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 J 999 360 VERT(CL): 0.002 J 999 240 HORZ(LL): -0.017 J - - HORZ(TL): 0.020 J - - Creep Factor: 2.0 Max TC CSI: 0.166 Max BC CSI: 0.082 Max Web CSI: 0.212 Weight: 148.4 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss B02GE Truss Type GABL Qty 1 Ply 1 Seal #: 2507 08/02/2021 W1 17' 17' 1'5-9/16" 1'4-3/16"9'10-3/16"(a) (a) A B C D E F G H I J K L M NOPQRSTUV W 6 12 3X4 3X4 3X4 3X4 2X4 2X4 **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; W1 2x4 SP #2; 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) BC 120 0.00 16.94 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. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See A1 Std Detail for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL W* 87 /- /- /59 /34 /28 V /-414 U /-139 T /-133 R /-139 Q /-132 P /-132 O /-142 Wind reactions based on MWFRS W Brg Width = 204 Min Req = - Bearing W is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 0 B - C 102 -610 C - D 97 -529 D - E 83 -451 E - F 71 -375 F - G 58 -297 Chords Tens. Comp. G - H 45 -220 H - I 20 -143 I - J 33 -141 J - K 24 -61 K - L 3 -12 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W - V 9 -4 V - U 652 -123 U - T 655 -124 T - S 658 -125 S - R 658 -125 Chords Tens. Comp. R - Q 659 -126 Q - P 661 -126 P - O 662 -127 O - N 664 -127 N - M 664 -127 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - W 4 -386 Webs Tens. Comp. B - V 714 -133 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. V - C 145 -119 D - U 161 -125 E - T 152 -123 F - R 154 -124 G - Q 154 -124 Gables Tens. Comp. H - P 153 -123 J - O 164 -133 K - N 102 -82 L - M 7 -6 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 J 999 360 VERT(CL): 0.002 J 999 240 HORZ(LL): -0.017 J - - HORZ(TL): 0.020 J - - Creep Factor: 2.0 Max TC CSI: 0.166 Max BC CSI: 0.082 Max Web CSI: 0.212 Weight: 148.4 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss B02GE Truss Type GABL Qty 1 Ply 1 Seal #: 2507 08/02/2021 W1 17' 17' 1'5-9/16" 1'4-3/16"9'10-3/16"(a) (a) A B C D E F G H I J K L M NOPQRSTUV W 6 12 3X4 3X4 3X4 3X4 2X4 2X4 Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 2x6 SP 2400f-2.0E; Bot chord: 2x4 :SP 2400f-2.0E + SP M-31:; Webs: 2x4 SP #3; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.46 to 62 plf at 7.00 TC: From 31 plf at 7.00 to 31 plf at 14.00 TC: From 62 plf at 14.00 to 62 plf at 22.46 BC: From 20 plf at 0.00 to 20 plf at 7.00 BC: From 10 plf at 7.00 to 10 plf at 13.97 BC: From 20 plf at 13.97 to 20 plf at 21.00 TC: 263 lb Conc. Load at 7.03,13.97 TC: 194 lb Conc. Load at 9.06,10.50,11.94 BC: 514 lb Conc. Load at 7.03,13.97 BC: 131 lb Conc. Load at 9.06,10.50,11.94 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 7.00 14.00 BC 73 0.04 20.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2073 /- /- /- /907 /- E 2073 /- /- /- /907 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 E Brg Width = 3.5 Min Req = 1.7 Bearings B & E are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 -26 B - C 1727 -3986 C - D 1499 -3491 Chords Tens. Comp. D - E 1727 -3982 E - F 39 -26 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 3494 -1499 H - G 3459 -1496 Chords Tens. Comp. G - E 3491 -1499 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - C 841 -69 C - G 36 -4 Webs Tens. Comp. D - G 851 -70 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.114 H 999 360 VERT(CL): 0.227 H 999 240 HORZ(LL): 0.044 G - - HORZ(TL): 0.087 G - - Creep Factor: 2.0 Max TC CSI: 0.787 Max BC CSI: 0.965 Max Web CSI: 0.324 Weight: 94.5 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss C01G Truss Type HIPS Qty 1 Ply 1 Seal #: 2931 08/02/2021 T2 20'11" 7'7'7' 21'1'5-9/16"1'5-9/16" 4-3/16"3'10-3/16"4'5-15/16"A B C D E FGH 6 12 3X10(B3) 5X6 6X6 5X6 3X4 3X10(B3) 7'0-3/8" 514# 263# 2'0-3/8" 131# 194# 1'5-1/4" 131# 194# 1'5-1/4" 131# 194# 2'0-3/8" 514# 263# 7'0-3/8" **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 2x6 SP 2400f-2.0E; Bot chord: 2x4 :SP 2400f-2.0E + SP M-31:; Webs: 2x4 SP #3; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.46 to 62 plf at 7.00 TC: From 31 plf at 7.00 to 31 plf at 14.00 TC: From 62 plf at 14.00 to 62 plf at 22.46 BC: From 20 plf at 0.00 to 20 plf at 7.00 BC: From 10 plf at 7.00 to 10 plf at 13.97 BC: From 20 plf at 13.97 to 20 plf at 21.00 TC: 263 lb Conc. Load at 7.03,13.97 TC: 194 lb Conc. Load at 9.06,10.50,11.94 BC: 514 lb Conc. Load at 7.03,13.97 BC: 131 lb Conc. Load at 9.06,10.50,11.94 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 7.00 14.00 BC 73 0.04 20.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2073 /- /- /- /907 /- E 2073 /- /- /- /907 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 E Brg Width = 3.5 Min Req = 1.7 Bearings B & E are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 -26 B - C 1727 -3986 C - D 1499 -3491 Chords Tens. Comp. D - E 1727 -3982 E - F 39 -26 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 3494 -1499 H - G 3459 -1496 Chords Tens. Comp. G - E 3491 -1499 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - C 841 -69 C - G 36 -4 Webs Tens. Comp. D - G 851 -70 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.114 H 999 360 VERT(CL): 0.227 H 999 240 HORZ(LL): 0.044 G - - HORZ(TL): 0.087 G - - Creep Factor: 2.0 Max TC CSI: 0.787 Max BC CSI: 0.965 Max Web CSI: 0.324 Weight: 94.5 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss C01G Truss Type HIPS Qty 1 Ply 1 Seal #: 2931 08/02/2021 T2 20'11" 7'7'7' 21'1'5-9/16"1'5-9/16" 4-3/16"3'10-3/16"4'5-15/16"A B C D E FGH 6 12 3X10(B3) 5X6 6X6 5X6 3X4 3X10(B3) 7'0-3/8" 514# 263# 2'0-3/8" 131# 194# 1'5-1/4" 131# 194# 1'5-1/4" 131# 194# 2'0-3/8" 514# 263# 7'0-3/8" Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 M-30; 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) TC 24 9.00 12.00 BC 120 0.04 20.96 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. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 952 /- /- /572 /372 /161 H 952 /- /- /572 /372 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 726 -1386 C - D 625 -1096 D - E 590 -949 Chords Tens. Comp. E - F 590 -949 F - G 625 -1096 G - H 726 -1386 H - I 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1176 -504 Chords Tens. Comp. J - H 1176 -512 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 257 -284 E - J 595 -192 Webs Tens. Comp. J - G 257 -284 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.073 J 999 360 VERT(CL): 0.145 J 999 240 HORZ(LL): 0.022 C - - HORZ(TL): 0.044 C - - Creep Factor: 2.0 Max TC CSI: 0.715 Max BC CSI: 0.685 Max Web CSI: 0.227 Weight: 95.2 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss C02 Truss Type HIPS Qty 1 Ply 1 Seal #: 2926 08/02/2021 20'11" 9'3'9' 21'1'5-9/16"1'5-9/16" 4-3/16"4'10-3/16"5'5-15/16"A B C D E F G H IJ 6 12 3X4(A1) 1.5X3 5X6 2X4 5X6 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 M-30; 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) TC 24 9.00 12.00 BC 120 0.04 20.96 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. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 952 /- /- /572 /372 /161 H 952 /- /- /572 /372 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 726 -1386 C - D 625 -1096 D - E 590 -949 Chords Tens. Comp. E - F 590 -949 F - G 625 -1096 G - H 726 -1386 H - I 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1176 -504 Chords Tens. Comp. J - H 1176 -512 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 257 -284 E - J 595 -192 Webs Tens. Comp. J - G 257 -284 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.073 J 999 360 VERT(CL): 0.145 J 999 240 HORZ(LL): 0.022 C - - HORZ(TL): 0.044 C - - Creep Factor: 2.0 Max TC CSI: 0.715 Max BC CSI: 0.685 Max Web CSI: 0.227 Weight: 95.2 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss C02 Truss Type HIPS Qty 1 Ply 1 Seal #: 2926 08/02/2021 20'11" 9'3'9' 21'1'5-9/16"1'5-9/16" 4-3/16"4'10-3/16"5'5-15/16"A B C D E F G H IJ 6 12 3X4(A1) 1.5X3 5X6 2X4 5X6 5X6 1.5X3 3X4(A1) Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 M-30; 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 0.04 20.81 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. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 949 /- /- /565 /190 /164 F 864 /- /- /485 /163 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 F Brg Width = 3.5 Min Req = 1.5 Bearings B & F are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 613 -1434 C - D 468 -1073 Chords Tens. Comp. D - E 473 -1072 E - F 616 -1426 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 1234 -479 Chords Tens. Comp. G - F 1224 -467 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 309 -389 D - G 631 -183 Webs Tens. Comp. G - E 312 -378 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 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 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.040 G 999 360 VERT(CL): 0.081 G 999 240 HORZ(LL): 0.016 G - - HORZ(TL): 0.033 G - - Creep Factor: 2.0 Max TC CSI: 0.426 Max BC CSI: 0.630 Max Web CSI: 0.250 Weight: 93.8 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss C03 Truss Type SPEC Qty 10 Ply 1 Seal #: 2927 08/02/2021 20'11" 10'6"10'5-1/2" 20'11-1/2"1'5-9/16" 4-3/16"4-7/16"5'7-3/16"6'2-15/16"A B C D E F G 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 M-30; 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 0.04 20.81 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. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 949 /- /- /565 /190 /164 F 864 /- /- /485 /163 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 F Brg Width = 3.5 Min Req = 1.5 Bearings B & F are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 613 -1434 C - D 468 -1073 Chords Tens. Comp. D - E 473 -1072 E - F 616 -1426 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 1234 -479 Chords Tens. Comp. G - F 1224 -467 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 309 -389 D - G 631 -183 Webs Tens. Comp. G - E 312 -378 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 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 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.040 G 999 360 VERT(CL): 0.081 G 999 240 HORZ(LL): 0.016 G - - HORZ(TL): 0.033 G - - Creep Factor: 2.0 Max TC CSI: 0.426 Max BC CSI: 0.630 Max Web CSI: 0.250 Weight: 93.8 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss C03 Truss Type SPEC Qty 10 Ply 1 Seal #: 2927 08/02/2021 20'11" 10'6"10'5-1/2" 20'11-1/2"1'5-9/16" 4-3/16"4-7/16"5'7-3/16"6'2-15/16"A B C D E F G 6 12 3X4(A1) 1.5X3 4X4 5X6 1.5X3 3X4(A1) Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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: 2x6 SP 2400f-2.0E; Webs: 2x4 SP #3; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at 0.00 to 62 plf at 10.92 BC: From 10 plf at 0.00 to 10 plf at 10.92 BC: 294 lb Conc. Load at 2.02, 4.02, 5.46, 6.90 8.90 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 10.77 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1129 /- /- /- /346 /- C 1129 /- /- /- /346 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 C Brg Width = 3.5 Min Req = 1.5 Bearings A & C are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 529 -1740 Chords Tens. Comp. B - C 529 -1740 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 1510 -439 Chords Tens. Comp. D - C 1510 -439 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 1161 -228 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.024 D 999 360 VERT(CL): 0.046 D 999 240 HORZ(LL): 0.006 D - - HORZ(TL): 0.012 D - - Creep Factor: 2.0 Max TC CSI: 0.218 Max BC CSI: 0.304 Max Web CSI: 0.442 Weight: 49.0 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss C04G Truss Type COMN Qty 1 Ply 1 Seal #: 2932 08/02/2021 10'11" 5'5-1/2"5'5-1/2" 4-3/16"3'0-15/16"A B C D 6 12 3X4(A1) 4X4 3X8 3X4(A1) 2'0-1/4" 294# 2' 294# 1'5-1/4" 294# 1'5-1/4" 294# 2' 294# 2'0-1/4" **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: 2x6 SP 2400f-2.0E; Webs: 2x4 SP #3; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at 0.00 to 62 plf at 10.92 BC: From 10 plf at 0.00 to 10 plf at 10.92 BC: 294 lb Conc. Load at 2.02, 4.02, 5.46, 6.90 8.90 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 10.77 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1129 /- /- /- /346 /- C 1129 /- /- /- /346 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 C Brg Width = 3.5 Min Req = 1.5 Bearings A & C are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 529 -1740 Chords Tens. Comp. B - C 529 -1740 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 1510 -439 Chords Tens. Comp. D - C 1510 -439 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 1161 -228 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.024 D 999 360 VERT(CL): 0.046 D 999 240 HORZ(LL): 0.006 D - - HORZ(TL): 0.012 D - - Creep Factor: 2.0 Max TC CSI: 0.218 Max BC CSI: 0.304 Max Web CSI: 0.442 Weight: 49.0 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss C04G Truss Type COMN Qty 1 Ply 1 Seal #: 2932 08/02/2021 10'11" 5'5-1/2"5'5-1/2" 4-3/16"3'0-15/16"A B C D 6 12 3X4(A1) 4X4 3X8 3X4(A1) 2'0-1/4" 294# 2' 294# 1'5-1/4" 294# 1'5-1/4" 294# 2' 294# 2'0-1/4" Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 10.77 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. Wind loading based on both gable and hip roof types. Additional Notes See A1 Std Detail for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F* 98 /- /- /48 /39 /10 Wind reactions based on MWFRS F Brg Width = 131 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 44 -58 C - D 163 -49 Chords Tens. Comp. D - E 162 -49 E - F 63 -70 F - G 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 141 -35 J - I 151 -38 Chords Tens. Comp. I - H 151 -38 H - F 140 -38 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - J 289 -175 D - I 6 -79 Gables Tens. Comp. H - E 289 -175 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 H 999 360 VERT(CL): 0.002 H 999 240 HORZ(LL): -0.001 J - - HORZ(TL): 0.001 J - - Creep Factor: 2.0 Max TC CSI: 0.271 Max BC CSI: 0.085 Max Web CSI: 0.078 Weight: 49.0 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss C06 Truss Type GABL Qty 1 Ply 1 Seal #: 2928 08/02/2021 10'11" 5'5-1/2"5'5-1/2" 1'5-9/16"1'5-9/16" 4-3/16"3'0-15/16"3'8-11/16"A B C D E F G HIJ 6 12 2X4(A1) 4X4 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 10.77 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. Wind loading based on both gable and hip roof types. Additional Notes See A1 Std Detail for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F* 98 /- /- /48 /39 /10 Wind reactions based on MWFRS F Brg Width = 131 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 44 -58 C - D 163 -49 Chords Tens. Comp. D - E 162 -49 E - F 63 -70 F - G 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 141 -35 J - I 151 -38 Chords Tens. Comp. I - H 151 -38 H - F 140 -38 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - J 289 -175 D - I 6 -79 Gables Tens. Comp. H - E 289 -175 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 H 999 360 VERT(CL): 0.002 H 999 240 HORZ(LL): -0.001 J - - HORZ(TL): 0.001 J - - Creep Factor: 2.0 Max TC CSI: 0.271 Max BC CSI: 0.085 Max Web CSI: 0.078 Weight: 49.0 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss C06 Truss Type GABL Qty 1 Ply 1 Seal #: 2928 08/02/2021 10'11" 5'5-1/2"5'5-1/2" 1'5-9/16"1'5-9/16" 4-3/16"3'0-15/16"3'8-11/16"A B C D E F G HIJ 6 12 2X4(A1) 4X4 2X4(A1) Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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; 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 93 0.15 7.88 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. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 424 /- /- /393 /136 /236 E 219 /- /- /265 /94 /- D 93 /- /- /48 /90 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 E Brg Width = - 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 39 0 B - C 219 -351 Chords Tens. Comp. C - D 42 -119 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 286 -492 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 559 -324 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.015 F 999 360 VERT(CL): 0.021 F 999 240 HORZ(LL): 0.008 F - - HORZ(TL): 0.011 F - - Creep Factor: 2.0 Max TC CSI: 0.170 Max BC CSI: 0.573 Max Web CSI: 0.166 Weight: 35.0 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss D01 Truss Type MONO Qty 2 Ply 1 Seal #: 2929 08/02/2021 7'10-1/2" SEAT PLATE REQ. 1'5-9/16" 4-3/16"4'3-7/16"4'11-3/16"A B C D EF 6 12 2X4(A1) 1.5X3 5X6 **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; 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 93 0.15 7.88 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. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 424 /- /- /393 /136 /236 E 219 /- /- /265 /94 /- D 93 /- /- /48 /90 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 E Brg Width = - 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 39 0 B - C 219 -351 Chords Tens. Comp. C - D 42 -119 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 286 -492 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 559 -324 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.015 F 999 360 VERT(CL): 0.021 F 999 240 HORZ(LL): 0.008 F - - HORZ(TL): 0.011 F - - Creep Factor: 2.0 Max TC CSI: 0.170 Max BC CSI: 0.573 Max Web CSI: 0.166 Weight: 35.0 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss D01 Truss Type MONO Qty 2 Ply 1 Seal #: 2929 08/02/2021 7'10-1/2" SEAT PLATE REQ. 1'5-9/16" 4-3/16"4'3-7/16"4'11-3/16"A B C D EF 6 12 2X4(A1) 1.5X3 5X6 Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 75 0.15 8.00 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. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See A1 Std Detail for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 213 /- /- /157 /55 /239 G* 73 /- /- /49 /39 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 G Brg Width = 88.0 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 39 0 B - C 37 -359 C - D 41 -286 Chords Tens. Comp. D - E 29 -177 E - F 23 -54 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 13 -25 J - I 7 -13 Chords Tens. Comp. I - H 3 -6 H - G 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - G 99 -52 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - J 173 -87 D - I 239 -126 Gables Tens. Comp. E - H 262 -139 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: 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 E 999 360 VERT(CL): 0.001 E 999 240 HORZ(LL): -0.001 E - - HORZ(TL): 0.002 E - - Creep Factor: 2.0 Max TC CSI: 0.268 Max BC CSI: 0.048 Max Web CSI: 0.050 Weight: 42.0 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss D02GE Truss Type GABL Qty 1 Ply 1 Seal #: 2930 08/02/2021 8' SEAT PLATE REQ. SEAT PLATE REQ. 1'5-9/16" 4-3/16"4'4-3/16"4'11-15/16"A B C D E F G HIJ 6 12 2X4(A1) 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 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 75 0.15 8.00 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. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See A1 Std Detail for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 213 /- /- /157 /55 /239 G* 73 /- /- /49 /39 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 G Brg Width = 88.0 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 39 0 B - C 37 -359 C - D 41 -286 Chords Tens. Comp. D - E 29 -177 E - F 23 -54 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 13 -25 J - I 7 -13 Chords Tens. Comp. I - H 3 -6 H - G 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - G 99 -52 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - J 173 -87 D - I 239 -126 Gables Tens. Comp. E - H 262 -139 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: 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 E 999 360 VERT(CL): 0.001 E 999 240 HORZ(LL): -0.001 E - - HORZ(TL): 0.002 E - - Creep Factor: 2.0 Max TC CSI: 0.268 Max BC CSI: 0.048 Max Web CSI: 0.050 Weight: 42.0 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss D02GE Truss Type GABL Qty 1 Ply 1 Seal #: 2930 08/02/2021 8' SEAT PLATE REQ. SEAT PLATE REQ. 1'5-9/16" 4-3/16"4'4-3/16"4'11-15/16"A B C D E F G HIJ 6 12 2X4(A1) 1.5X4 Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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: 2x8 SP 2400f-1.8E; Bot chord: 2x4 SP M-30; B2 2x4 SP 2400f-2.0E + SP M-31; Webs: 2x4 SP #3; W1 2x6 SP #2; W2,W5 2x4 SP #2; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 6.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (2) 0.131"x3", min. nails on The Top Chord Only. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 0.02 TC: From 389 plf at 0.02 to 389 plf at 16.71 BC: From 10 plf at 0.00 to 10 plf at 16.71 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 0.00 16.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P 3327 /- /- /- /- /- H 3333 /- /- /- /- /- P Brg Width = 4.0 Min Req = 2.0 H Brg Width = 3.5 Min Req = 1.5 Bearings P & H are a rigid surface. Bearing P requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2558 B - C 0 -6646 C - D 0 -6738 Chords Tens. Comp. D - E 0 -6648 E - F 0 -6648 F - G 0 -2585 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 56 0 O - N 4640 0 N - M 4640 0 M - L 4640 0 Chords Tens. Comp. L - K 6738 0 K - J 4693 0 J - I 4693 0 I - H 56 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - P 0 -1632 A - O 2773 0 O - B 0 -2403 B - N 8 0 B - L 2136 0 L - C 0 -571 Webs Tens. Comp. D - K 0 -560 K - F 2089 0 F - J 7 0 F - I 0 -2433 I - G 2803 0 G - H 0 -1632 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: No FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.098 C 999 360 VERT(CL): 0.459 C 437 240 HORZ(LL): 0.018 H - - HORZ(TL): 0.085 H - - Creep Factor: 2.0 Max TC CSI: 0.465 Max BC CSI: 0.986 Max Web CSI: 0.791 Weight: 218.4 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FG01 Truss Type FLAT Qty 2 Ply 2 Seal #: 2544 08/02/2021 B2 W1 W2 W5 W5 W2 W1 16'8-1/2" SEAT PLATE REQ. 16'8-1/2"1'4"A B C D E F G HIJKLMNOP 3X12 4X4 4X10 5X10 1.5X3 H0312 5X6 1.5X3 1.5X3 5X6 6X6 5X10 1.5X3 4X10 3X12 4X4 **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: 2x8 SP 2400f-1.8E; Bot chord: 2x4 SP M-30; B2 2x4 SP 2400f-2.0E + SP M-31; Webs: 2x4 SP #3; W1 2x6 SP #2; W2,W5 2x4 SP #2; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 6.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (2) 0.131"x3", min. nails on The Top Chord Only. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 0.02 TC: From 389 plf at 0.02 to 389 plf at 16.71 BC: From 10 plf at 0.00 to 10 plf at 16.71 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 0.00 16.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P 3327 /- /- /- /- /- H 3333 /- /- /- /- /- P Brg Width = 4.0 Min Req = 2.0 H Brg Width = 3.5 Min Req = 1.5 Bearings P & H are a rigid surface. Bearing P requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2558 B - C 0 -6646 C - D 0 -6738 Chords Tens. Comp. D - E 0 -6648 E - F 0 -6648 F - G 0 -2585 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 56 0 O - N 4640 0 N - M 4640 0 M - L 4640 0 Chords Tens. Comp. L - K 6738 0 K - J 4693 0 J - I 4693 0 I - H 56 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - P 0 -1632 A - O 2773 0 O - B 0 -2403 B - N 8 0 B - L 2136 0 L - C 0 -571 Webs Tens. Comp. D - K 0 -560 K - F 2089 0 F - J 7 0 F - I 0 -2433 I - G 2803 0 G - H 0 -1632 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: No FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.098 C 999 360 VERT(CL): 0.459 C 437 240 HORZ(LL): 0.018 H - - HORZ(TL): 0.085 H - - Creep Factor: 2.0 Max TC CSI: 0.465 Max BC CSI: 0.986 Max Web CSI: 0.791 Weight: 218.4 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FG01 Truss Type FLAT Qty 2 Ply 2 Seal #: 2544 08/02/2021 B2 W1 W2 W5 W5 W2 W1 16'8-1/2" SEAT PLATE REQ. 16'8-1/2"1'4"A B C D E F G HIJKLMNOP 3X12 4X4 4X10 5X10 1.5X3 H0312 5X6 1.5X3 1.5X3 5X6 6X6 5X10 1.5X3 4X10 3X12 4X4 Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 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 0.25 12.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes + 2x6 continuous strongback. See standard details for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 681 /- /- /- /- /- H 681 /- /- /- /- /- K Brg Width = 7.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings K & H are a rigid surface. Bearing K requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1651 C - D 0 -1663 Chords Tens. Comp. D - E 0 -1651 E - F 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1125 0 J - I 1663 0 Chords Tens. Comp. I - H 1125 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - M 0 -4 A - K 0 -108 K - B 0 -1250 B - J 656 0 J - C 0 -217 Webs Tens. Comp. D - I 0 -217 I - E 656 0 E - H 0 -1250 F - H 0 -108 G - N 0 -4 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.118 D 999 360 VERT(CL): 0.195 C 744 240 HORZ(LL): 0.022 B - - HORZ(TL): 0.036 B - - Creep Factor: 2.0 Max TC CSI: 0.571 Max BC CSI: 0.578 Max Web CSI: 0.346 Weight: 70.0 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FL01 Truss Type SY42 Qty 2 Ply 1 Seal #: 2535 08/02/2021 5'3"7'3"12'7-1/2" 3-5/8" 3-5/8"1'4"3-5/8" 3-5/8" 1'10-1/2" 2'6" (TYP) 12'7-1/2" SEAT PLATE REQ. + A B C D E F G HIJK L M N 1.5X3(R) 1.5X3(R) 1.5X3 3X4 3X6 3X4 1.5X3 1.5X3 3X4 3X6 1.5X3 3X4 1.5X3(R) 1.5X3(R) **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: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 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 0.25 12.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes + 2x6 continuous strongback. See standard details for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 681 /- /- /- /- /- H 681 /- /- /- /- /- K Brg Width = 7.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings K & H are a rigid surface. Bearing K requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1651 C - D 0 -1663 Chords Tens. Comp. D - E 0 -1651 E - F 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1125 0 J - I 1663 0 Chords Tens. Comp. I - H 1125 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - M 0 -4 A - K 0 -108 K - B 0 -1250 B - J 656 0 J - C 0 -217 Webs Tens. Comp. D - I 0 -217 I - E 656 0 E - H 0 -1250 F - H 0 -108 G - N 0 -4 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.118 D 999 360 VERT(CL): 0.195 C 744 240 HORZ(LL): 0.022 B - - HORZ(TL): 0.036 B - - Creep Factor: 2.0 Max TC CSI: 0.571 Max BC CSI: 0.578 Max Web CSI: 0.346 Weight: 70.0 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FL01 Truss Type SY42 Qty 2 Ply 1 Seal #: 2535 08/02/2021 5'3"7'3"12'7-1/2" 3-5/8" 3-5/8"1'4"3-5/8" 3-5/8" 1'10-1/2" 2'6" (TYP) 12'7-1/2" SEAT PLATE REQ. + A B C D E F G HIJK L M N 1.5X3(R) 1.5X3(R) 1.5X3 3X4 3X6 3X4 1.5X3 1.5X3 3X4 3X6 1.5X3 3X4 1.5X3(R) 1.5X3(R) Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 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 0.25 20.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes + 2x6 continuous strongback. See standard details for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R 692 /- /- /- /- /- N 1144 /- /- /- /- /- K 472 /- /- /- /- /- R Brg Width = 7.5 Min Req = 1.5 N Brg Width = 3.5 Min Req = 1.5 K Brg Width = - Min Req = - Bearings R & N are a rigid surface. Bearing R requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1683 C - D 0 -1695 D - E 0 -1681 E - F 218 -120 Chords Tens. Comp. F - G 218 -120 G - H 218 -120 H - I 0 -701 I - J 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1145 0 Q - P 1695 0 P - O 1191 0 O - N 1191 0 Chords Tens. Comp. N - M 700 0 M - L 701 0 L - K 699 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - T 0 -4 A - R 0 -108 R - B 0 -1273 B - Q 628 0 Q - C 0 -226 D - P 0 -302 P - E 720 0 E - N 0 -1239 Webs Tens. Comp. G - N 0 -291 N - H 0 -810 H - M 69 -7 L - I 56 -27 I - K 0 -779 K - J 0 -15 J - K 0 -127 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.169 C 867 360 VERT(CL): 0.266 C 551 240 HORZ(LL): 0.033 B - - HORZ(TL): 0.053 B - - Creep Factor: 2.0 Max TC CSI: 0.978 Max BC CSI: 0.638 Max Web CSI: 0.353 Weight: 119.0 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FL02 Truss Type SY42 Qty 1 Ply 1 Seal #: 2532 08/02/2021 5'3"7'9-1/2"12'5"14'11-1/2"17'9"20'7-1/2" 3-5/8" 3-5/8"1'4"2'5"2'5" 2'6" (TYP) 12'5-3/4"8'1-3/4" SEAT PLATE REQ. 20'7-1/2" + A B C D E F G H I J KLMNOPQR S T 1.5X3(R) 1.5X3(R) 3X4 3X6 3X4 3X4 W=3X6 3X6 W=3X6 3X8 3X8 4X4 3X4 2X4 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: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 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 0.25 20.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes + 2x6 continuous strongback. See standard details for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R 692 /- /- /- /- /- N 1144 /- /- /- /- /- K 472 /- /- /- /- /- R Brg Width = 7.5 Min Req = 1.5 N Brg Width = 3.5 Min Req = 1.5 K Brg Width = - Min Req = - Bearings R & N are a rigid surface. Bearing R requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1683 C - D 0 -1695 D - E 0 -1681 E - F 218 -120 Chords Tens. Comp. F - G 218 -120 G - H 218 -120 H - I 0 -701 I - J 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1145 0 Q - P 1695 0 P - O 1191 0 O - N 1191 0 Chords Tens. Comp. N - M 700 0 M - L 701 0 L - K 699 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - T 0 -4 A - R 0 -108 R - B 0 -1273 B - Q 628 0 Q - C 0 -226 D - P 0 -302 P - E 720 0 E - N 0 -1239 Webs Tens. Comp. G - N 0 -291 N - H 0 -810 H - M 69 -7 L - I 56 -27 I - K 0 -779 K - J 0 -15 J - K 0 -127 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.169 C 867 360 VERT(CL): 0.266 C 551 240 HORZ(LL): 0.033 B - - HORZ(TL): 0.053 B - - Creep Factor: 2.0 Max TC CSI: 0.978 Max BC CSI: 0.638 Max Web CSI: 0.353 Weight: 119.0 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FL02 Truss Type SY42 Qty 1 Ply 1 Seal #: 2532 08/02/2021 5'3"7'9-1/2"12'5"14'11-1/2"17'9"20'7-1/2" 3-5/8" 3-5/8"1'4"2'5"2'5" 2'6" (TYP) 12'5-3/4"8'1-3/4" SEAT PLATE REQ. 20'7-1/2" + A B C D E F G H I J KLMNOPQR S T 1.5X3(R) 1.5X3(R) 3X4 3X6 3X4 3X4 W=3X6 3X6 W=3X6 3X8 3X8 4X4 3X4 2X4 3X6 Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 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 0.25 18.04 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes See standard details for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P* 110 /- /- /- /- /- P Brg Width = 219 Min Req = - Bearing AD is a rigid surface. Bearing AD requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 3 0 B - C 10 0 C - D 2 0 D - E 2 0 E - F 2 0 F - G 2 0 G - H 2 0 Chords Tens. Comp. H - I 2 0 I - J 2 0 J - K 2 0 K - L 2 0 L - M 2 0 M - N 8 0 N - O 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AD-AC 0 -3 AC-AB 4 0 AB-AA 0 -2 AA- Z 0 -2 Z - Y 0 -2 Y - X 0 -2 X - W 0 -2 Chords Tens. Comp. W - V 0 -2 V - U 0 -2 U - T 0 -2 T - S 0 -2 S - R 0 -2 R - Q 4 0 Q - P 0 -3 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AD 0 -70 AC- C 0 -19 M - Q 0 -18 Webs Tens. Comp. P - O 0 -15 O - P 0 -34 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AC 0 -129 C -AB 0 -121 D -AA 0 -138 E - Z 0 -132 F - Y 0 -134 G - X 0 -133 H - W 0 -133 Gables Tens. Comp. I - V 0 -133 J - U 0 -134 K - T 0 -132 L - S 0 -137 R - M 0 -126 Q - N 0 -109 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: 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 D 999 360 VERT(CL): 0.000 D 999 240 HORZ(LL): 0.000 O - - HORZ(TL): 0.000 O - - Creep Factor: 2.0 Max TC CSI: 0.082 Max BC CSI: 0.009 Max Web CSI: 0.032 Weight: 109.2 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FL02GE Truss Type SY42 Qty 2 Ply 1 Seal #: 2538 08/02/2021 1'3-1/4" 2'7-1/4"17'3-1/4"18'3-1/2"1'4"1'4" (TYP) 18'3-1/2" SEAT PLATE REQ. A B C D E F G H I J K L M N O P QRSTUVWXYZAAABACAD 2X4 2X4(R)3X3 3X3 3X3 3X3 2X4 2X4(R) **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: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 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 0.25 18.04 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes See standard details for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P* 110 /- /- /- /- /- P Brg Width = 219 Min Req = - Bearing AD is a rigid surface. Bearing AD requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 3 0 B - C 10 0 C - D 2 0 D - E 2 0 E - F 2 0 F - G 2 0 G - H 2 0 Chords Tens. Comp. H - I 2 0 I - J 2 0 J - K 2 0 K - L 2 0 L - M 2 0 M - N 8 0 N - O 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AD-AC 0 -3 AC-AB 4 0 AB-AA 0 -2 AA- Z 0 -2 Z - Y 0 -2 Y - X 0 -2 X - W 0 -2 Chords Tens. Comp. W - V 0 -2 V - U 0 -2 U - T 0 -2 T - S 0 -2 S - R 0 -2 R - Q 4 0 Q - P 0 -3 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AD 0 -70 AC- C 0 -19 M - Q 0 -18 Webs Tens. Comp. P - O 0 -15 O - P 0 -34 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AC 0 -129 C -AB 0 -121 D -AA 0 -138 E - Z 0 -132 F - Y 0 -134 G - X 0 -133 H - W 0 -133 Gables Tens. Comp. I - V 0 -133 J - U 0 -134 K - T 0 -132 L - S 0 -137 R - M 0 -126 Q - N 0 -109 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: 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 D 999 360 VERT(CL): 0.000 D 999 240 HORZ(LL): 0.000 O - - HORZ(TL): 0.000 O - - Creep Factor: 2.0 Max TC CSI: 0.082 Max BC CSI: 0.009 Max Web CSI: 0.032 Weight: 109.2 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FL02GE Truss Type SY42 Qty 2 Ply 1 Seal #: 2538 08/02/2021 1'3-1/4" 2'7-1/4"17'3-1/4"18'3-1/2"1'4"1'4" (TYP) 18'3-1/2" SEAT PLATE REQ. A B C D E F G H I J K L M N O P QRSTUVWXYZAAABACAD 2X4 2X4(R)3X3 3X3 3X3 3X3 2X4 2X4(R) Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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: 4x2 SP M-30; T2 4x2 SP #2; Bot chord: 4x2 SP M-30; Webs: 4x2 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 0.25 20.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.50" DL: 0.25". Additional Notes See standard details for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R 1120 /- /- /- /- /- L 1135 /- /- /- /- /- R Brg Width = 7.5 Min Req = 1.5 L Brg Width = - Min Req = - Bearing R is a rigid surface. Bearing R requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -3514 C - D 0 -3514 D - E 0 -4540 E - F 0 -4549 Chords Tens. Comp. F - G 0 -4538 G - H 0 -4538 H - I 0 -3510 I - J 0 -3510 J - K 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 2030 0 Q - P 4338 0 P - O 4338 0 Chords Tens. Comp. O - N 4549 0 N - M 4346 0 M - L 2028 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - T 0 -4 A - R 0 -110 R - B 0 -2255 B - Q 1641 0 C - Q 0 -258 Q - D 0 -911 D - O 663 -124 O - E 37 -366 Webs Tens. Comp. F - N 51 -437 N - H 691 -121 H - M 0 -925 I - M 0 -258 M - J 1638 0 J - L 0 -2255 L - K 0 -15 K - L 0 -114 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.501 E 482 360 VERT(CL): 0.631 E 382 240 HORZ(LL): 0.063 L - - HORZ(TL): 0.087 L - - Creep Factor: 2.0 Max TC CSI: 0.933 Max BC CSI: 0.816 Max Web CSI: 0.781 Weight: 114.8 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FL03 Truss Type SY42 Qty 3 Ply 1 Seal #: 2529 08/02/2021 T2 9'1-1/2"11'8"20'7-1/2" 3-5/8" 3-5/8"1'4"2'5" 2'6" (TYP) 20'7-1/2" SEAT PLATE REQ. A B C D E F G H I J K LMNOPQR S T 1.5X3(R) 1.5X3(R) 3X6 4X8 3X12 3X4 W=H0312 3X4 3X4 W=3X6 3X4 3X12 4X8 2X4 3X8 **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: 4x2 SP M-30; T2 4x2 SP #2; Bot chord: 4x2 SP M-30; Webs: 4x2 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 0.25 20.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.50" DL: 0.25". Additional Notes See standard details for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R 1120 /- /- /- /- /- L 1135 /- /- /- /- /- R Brg Width = 7.5 Min Req = 1.5 L Brg Width = - Min Req = - Bearing R is a rigid surface. Bearing R requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -3514 C - D 0 -3514 D - E 0 -4540 E - F 0 -4549 Chords Tens. Comp. F - G 0 -4538 G - H 0 -4538 H - I 0 -3510 I - J 0 -3510 J - K 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 2030 0 Q - P 4338 0 P - O 4338 0 Chords Tens. Comp. O - N 4549 0 N - M 4346 0 M - L 2028 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - T 0 -4 A - R 0 -110 R - B 0 -2255 B - Q 1641 0 C - Q 0 -258 Q - D 0 -911 D - O 663 -124 O - E 37 -366 Webs Tens. Comp. F - N 51 -437 N - H 691 -121 H - M 0 -925 I - M 0 -258 M - J 1638 0 J - L 0 -2255 L - K 0 -15 K - L 0 -114 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.501 E 482 360 VERT(CL): 0.631 E 382 240 HORZ(LL): 0.063 L - - HORZ(TL): 0.087 L - - Creep Factor: 2.0 Max TC CSI: 0.933 Max BC CSI: 0.816 Max Web CSI: 0.781 Weight: 114.8 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FL03 Truss Type SY42 Qty 3 Ply 1 Seal #: 2529 08/02/2021 T2 9'1-1/2"11'8"20'7-1/2" 3-5/8" 3-5/8"1'4"2'5" 2'6" (TYP) 20'7-1/2" SEAT PLATE REQ. A B C D E F G H I J K LMNOPQR S T 1.5X3(R) 1.5X3(R) 3X6 4X8 3X12 3X4 W=H0312 3X4 3X4 W=3X6 3X4 3X12 4X8 2X4 3X8 Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 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 0.25 12.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes See standard details for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL V* 216 /- /- /- /- /- L 212 /- /- /- /- /- V Brg Width = 144 Min Req = - L Brg Width = 7.5 Min Req = 1.5 Bearings V & M are a rigid surface. Bearings V & M require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 6 0 B - C 20 0 C - D 8 0 D - E 8 0 E - F 8 0 Chords Tens. Comp. F - G 8 0 G - H 8 0 H - I 23 0 I - J 6 0 J - K 6 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 0 -6 U - T 5 -1 T - S 0 -8 S - R 0 -8 R - Q 0 -8 Chords Tens. Comp. Q - P 0 -8 P - O 0 -8 O - N 4 -1 N - M 0 -6 M - L 0 -6 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - V 0 -147 U - C 0 -36 H - N 0 -39 Webs Tens. Comp. L - K 0 -29 K - L 0 -93 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - U 0 -279 C - T 0 -265 D - S 0 -299 E - R 0 -287 F - Q 0 -286 Gables Tens. Comp. G - P 0 -302 O - H 0 -246 N - I 0 -335 J - M 0 -119 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 J 999 360 VERT(CL): 0.008 J 999 240 HORZ(LL): 0.000 K - - HORZ(TL): 0.000 K - - Creep Factor: 2.0 Max TC CSI: 0.300 Max BC CSI: 0.196 Max Web CSI: 0.036 Weight: 81.2 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FL03GE Truss Type SY42 Qty 1 Ply 1 Seal #: 2541 08/02/2021 1'3-1/4" 2'7-1/4"11'11-1/4"12'7-1/2"1'4"1'4" (TYP) 12'7-1/2" SEAT PLATE REQ. SEAT PLATE REQ. A B C D E F G H I J K L MNOPQRSTU V 2X4 2X4(R) 3X3 3X3 3X3 3X3 2X4 2X4(R) **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: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 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 0.25 12.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes See standard details for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL V* 216 /- /- /- /- /- L 212 /- /- /- /- /- V Brg Width = 144 Min Req = - L Brg Width = 7.5 Min Req = 1.5 Bearings V & M are a rigid surface. Bearings V & M require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 6 0 B - C 20 0 C - D 8 0 D - E 8 0 E - F 8 0 Chords Tens. Comp. F - G 8 0 G - H 8 0 H - I 23 0 I - J 6 0 J - K 6 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 0 -6 U - T 5 -1 T - S 0 -8 S - R 0 -8 R - Q 0 -8 Chords Tens. Comp. Q - P 0 -8 P - O 0 -8 O - N 4 -1 N - M 0 -6 M - L 0 -6 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - V 0 -147 U - C 0 -36 H - N 0 -39 Webs Tens. Comp. L - K 0 -29 K - L 0 -93 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - U 0 -279 C - T 0 -265 D - S 0 -299 E - R 0 -287 F - Q 0 -286 Gables Tens. Comp. G - P 0 -302 O - H 0 -246 N - I 0 -335 J - M 0 -119 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 J 999 360 VERT(CL): 0.008 J 999 240 HORZ(LL): 0.000 K - - HORZ(TL): 0.000 K - - Creep Factor: 2.0 Max TC CSI: 0.300 Max BC CSI: 0.196 Max Web CSI: 0.036 Weight: 81.2 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FL03GE Truss Type SY42 Qty 1 Ply 1 Seal #: 2541 08/02/2021 1'3-1/4" 2'7-1/4"11'11-1/4"12'7-1/2"1'4"1'4" (TYP) 12'7-1/2" SEAT PLATE REQ. SEAT PLATE REQ. A B C D E F G H I J K L MNOPQRSTU V 2X4 2X4(R) 3X3 3X3 3X3 3X3 2X4 2X4(R) Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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: 4x2 SP M-30; T2 4x2 SP #2; Bot chord: 4x2 SP M-30; Webs: 4x2 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 0.25 20.63 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.51" DL: 0.26". Additional Notes See standard details for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S 1134 /- /- /- /- /- M 1134 /- /- /- /- /- S Brg Width = 7.5 Min Req = 1.5 M Brg Width = 3.5 Min Req = 1.5 Bearings S & M are a rigid surface. Bearing S requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -3571 C - D 0 -3571 D - E 0 -4657 E - F 0 -4667 Chords Tens. Comp. F - G 0 -4657 G - H 0 -4657 H - I 0 -3570 I - J 0 -3570 J - K 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 2058 0 R - Q 4427 0 Q - P 4427 0 Chords Tens. Comp. P - O 4667 0 O - N 4430 0 N - M 2059 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - U 0 -4 A - S 0 -110 S - B 0 -2287 B - R 1673 0 C - R 0 -259 R - D 0 -946 D - P 698 -109 P - E 28 -384 Webs Tens. Comp. F - O 29 -379 O - H 692 -109 H - N 0 -951 I - N 0 -257 N - J 1670 0 J - M 0 -2288 K - M 0 -110 L - V 0 -4 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.511 F 478 360 VERT(CL): 0.640 F 381 240 HORZ(LL): 0.065 M - - HORZ(TL): 0.090 M - - Creep Factor: 2.0 Max TC CSI: 0.896 Max BC CSI: 0.830 Max Web CSI: 0.797 Weight: 113.4 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FL04 Truss Type SY42 Qty 5 Ply 1 Seal #: 2526 08/02/2021 T2 9'1-1/2"11'7-1/2"20'10-1/2" 3-5/8" 3-5/8"1'4"3-5/8" 3-5/8" 2'4-1/2" 2'6" (TYP) 20'10-1/2" SEAT PLATE REQ. A B C D E F G H I J K L MNOPQRS T U V 1.5X3(R) 1.5X3(R) 4X6 4X8 3X12 W=H0312 3X4 3X4 3X4 W=3X6 3X4 3X12 4X8 4X6 1.5X3(R) 1.5X3(R) **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: 4x2 SP M-30; T2 4x2 SP #2; Bot chord: 4x2 SP M-30; Webs: 4x2 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 0.25 20.63 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.51" DL: 0.26". Additional Notes See standard details for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S 1134 /- /- /- /- /- M 1134 /- /- /- /- /- S Brg Width = 7.5 Min Req = 1.5 M Brg Width = 3.5 Min Req = 1.5 Bearings S & M are a rigid surface. Bearing S requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -3571 C - D 0 -3571 D - E 0 -4657 E - F 0 -4667 Chords Tens. Comp. F - G 0 -4657 G - H 0 -4657 H - I 0 -3570 I - J 0 -3570 J - K 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 2058 0 R - Q 4427 0 Q - P 4427 0 Chords Tens. Comp. P - O 4667 0 O - N 4430 0 N - M 2059 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - U 0 -4 A - S 0 -110 S - B 0 -2287 B - R 1673 0 C - R 0 -259 R - D 0 -946 D - P 698 -109 P - E 28 -384 Webs Tens. Comp. F - O 29 -379 O - H 692 -109 H - N 0 -951 I - N 0 -257 N - J 1670 0 J - M 0 -2288 K - M 0 -110 L - V 0 -4 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.511 F 478 360 VERT(CL): 0.640 F 381 240 HORZ(LL): 0.065 M - - HORZ(TL): 0.090 M - - Creep Factor: 2.0 Max TC CSI: 0.896 Max BC CSI: 0.830 Max Web CSI: 0.797 Weight: 113.4 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FL04 Truss Type SY42 Qty 5 Ply 1 Seal #: 2526 08/02/2021 T2 9'1-1/2"11'7-1/2"20'10-1/2" 3-5/8" 3-5/8"1'4"3-5/8" 3-5/8" 2'4-1/2" 2'6" (TYP) 20'10-1/2" SEAT PLATE REQ. A B C D E F G H I J K L MNOPQRS T U V 1.5X3(R) 1.5X3(R) 4X6 4X8 3X12 W=H0312 3X4 3X4 3X4 W=3X6 3X4 3X12 4X8 4X6 1.5X3(R) 1.5X3(R) Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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: 4x2 SP M-30; T2 4x2 SP #2; Bot chord: 4x2 SP M-30; Webs: 4x2 SP #3; Plating Notes All plates are 1.5X3 except as noted. (**) 3 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 120 0.25 20.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.52" DL: 0.26". Additional Notes See standard details for bracing and bridging recommendations. Maximum panel length exceeds 30". TPI allows non-bearing partition walls to be supported at any point when panels are 30" or less. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL U 1137 /- /- /- /- /- M 1137 /- /- /- /- /- U Brg Width = 7.5 Min Req = 1.5 M Brg Width = 7.5 Min Req = 1.5 Bearings U & N are a rigid surface. Bearings U & N require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -3595 C - D 0 -3595 D - E 0 -4675 E - F 0 -4685 Chords Tens. Comp. F - G 0 -4675 G - H 0 -4675 H - I 0 -3594 I - J 0 -3594 J - K 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. U - T 0 -1 T - S 2071 0 S - R 4447 0 R - Q 4447 0 Chords Tens. Comp. Q - P 4685 0 P - O 4450 0 O - N 2073 0 N - M 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. V - W 0 -4 A - U 0 -112 T - B 0 -2301 B - S 1685 0 C - S 0 -259 S - D 0 -942 D - Q 697 -112 Q - E 28 -384 Webs Tens. Comp. F - P 29 -379 P - H 691 -112 H - O 0 -946 I - O 0 -257 O - J 1683 0 J - N 0 -2302 K - M 0 -117 L - X 0 -4 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.517 F 473 360 VERT(CL): 0.646 F 379 240 HORZ(LL): 0.066 N - - HORZ(TL): 0.090 N - - Creep Factor: 2.0 Max TC CSI: 0.901 Max BC CSI: 0.838 Max Web CSI: 0.802 Weight: 116.2 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FL05 Truss Type SY42 Qty 5 Ply 1 Seal #: 2523 08/02/2021 T2 9'1-3/4"11'7-3/4"20'11" 3-5/8" 3-5/8"1'4"3-5/8" 3-5/8" 2'4-1/2" 2'6" (TYP) 20'11" SEAT PLATE REQ.SEAT PLATE REQ. A B C D E F G H I J K L MNOPQRSTU V W X 1.5X3(R) 1.5X3(**) 4X6(**) 4X8 3X12 W=H0312 3X4 3X4 3X4 W=3X6 3X4 3X12 4X8 4X6(**) 1.5X3(R) 1.5X3(R) **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: 4x2 SP M-30; T2 4x2 SP #2; Bot chord: 4x2 SP M-30; Webs: 4x2 SP #3; Plating Notes All plates are 1.5X3 except as noted. (**) 3 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 120 0.25 20.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.52" DL: 0.26". Additional Notes See standard details for bracing and bridging recommendations. Maximum panel length exceeds 30". TPI allows non-bearing partition walls to be supported at any point when panels are 30" or less. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL U 1137 /- /- /- /- /- M 1137 /- /- /- /- /- U Brg Width = 7.5 Min Req = 1.5 M Brg Width = 7.5 Min Req = 1.5 Bearings U & N are a rigid surface. Bearings U & N require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -3595 C - D 0 -3595 D - E 0 -4675 E - F 0 -4685 Chords Tens. Comp. F - G 0 -4675 G - H 0 -4675 H - I 0 -3594 I - J 0 -3594 J - K 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. U - T 0 -1 T - S 2071 0 S - R 4447 0 R - Q 4447 0 Chords Tens. Comp. Q - P 4685 0 P - O 4450 0 O - N 2073 0 N - M 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. V - W 0 -4 A - U 0 -112 T - B 0 -2301 B - S 1685 0 C - S 0 -259 S - D 0 -942 D - Q 697 -112 Q - E 28 -384 Webs Tens. Comp. F - P 29 -379 P - H 691 -112 H - O 0 -946 I - O 0 -257 O - J 1683 0 J - N 0 -2302 K - M 0 -117 L - X 0 -4 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.517 F 473 360 VERT(CL): 0.646 F 379 240 HORZ(LL): 0.066 N - - HORZ(TL): 0.090 N - - Creep Factor: 2.0 Max TC CSI: 0.901 Max BC CSI: 0.838 Max Web CSI: 0.802 Weight: 116.2 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FL05 Truss Type SY42 Qty 5 Ply 1 Seal #: 2523 08/02/2021 T2 9'1-3/4"11'7-3/4"20'11" 3-5/8" 3-5/8"1'4"3-5/8" 3-5/8" 2'4-1/2" 2'6" (TYP) 20'11" SEAT PLATE REQ.SEAT PLATE REQ. A B C D E F G H I J K L MNOPQRSTU V W X 1.5X3(R) 1.5X3(**) 4X6(**) 4X8 3X12 W=H0312 3X4 3X4 3X4 W=3X6 3X4 3X12 4X8 4X6(**) 1.5X3(R) 1.5X3(R) Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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: 4x2 SP #2; T2 4x2 SP M-30; Bot chord: 4x2 SP #2; B3 4x2 SP M-30; Webs: 4x2 SP M-30; W1,W2 4x2 SP #3; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 5.02 TC: From 50 plf at 5.02 to 50 plf at 16.02 TC: From 100 plf at 16.02 to 100 plf at 20.67 BC: From 10 plf at 0.00 to 10 plf at 5.02 BC: From 5 plf at 5.02 to 5 plf at 15.65 BC: From 10 plf at 15.65 to 10 plf at 20.67 TC: 38 lb Conc. Load at 5.02, 6.02, 7.65, 9.65 11.65,13.65,15.65 Plating Notes All plates are 3X6 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 0.25 20.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes + 2x6 continuous strongback. See standard details for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL T 980 /- /- /- /- /- W 958 /- /- /- /- /- T Brg Width = 7.5 Min Req = 1.5 W Brg Width = 7.5 Min Req = 1.5 Bearings T & N are a rigid surface. Bearings T & N require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -38 B - C 0 -3256 C - D 0 -3256 D - E 0 -3827 E - F 0 -3833 F - G 0 -3827 Chords Tens. Comp. G - H 0 -3827 H - I 0 -3137 I - J 0 -3137 J - K 0 -3137 K - L 0 -48 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 1892 0 S - R 3746 0 R - Q 3746 0 Chords Tens. Comp. Q - P 3833 0 P - O 3709 0 O - N 1945 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - V 25 0 A - T 0 -154 T - B 0 -2038 B - S 1482 0 C - S 0 -249 S - D 0 -531 D - Q 116 0 Q - E 0 -111 Webs Tens. Comp. F - P 0 -112 P - H 131 0 H - O 0 -620 I - O 0 -204 O - K 1295 0 K - N 0 -2049 L - N 0 -137 M - W 8 0 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: No FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.304 F 806 360 VERT(CL): 0.418 F 585 240 HORZ(LL): 0.034 N - - HORZ(TL): 0.046 N - - Creep Factor: 2.0 Max TC CSI: 0.262 Max BC CSI: 0.824 Max Web CSI: 0.278 Weight: 169.4 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FL06G Truss Type SY42 Qty 1 Ply 1 Seal #: 2518 08/02/2021 T2 B3 W1 W2 W2 W1 9'10'6-1/2"20'11" 3"9'10'8"20'8"20'11" 3-5/8" 3-5/8"1'4"3-5/8" 3-5/8" 1'5" 2'6" (TYP) 20'11" SEAT PLATE REQ.SEAT PLATE REQ. + A B C D E F G H I J K L M NOPQRST U V W 1.5X3(R) 1.5X3(R) 5X6 5X8 5X10 W=H0308 4X4 4X6 4X6 W=3X6 4X4 5X8 W=3X6 5X8 5X6 1.5X3(R)1.5X3(R) 5'1-3/4" 38# 1' 38#1'7-1/2" 38# 2' 38# 2' 38# 2' 38# 2' 38# 5'1-3/4" **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: 4x2 SP #2; T2 4x2 SP M-30; Bot chord: 4x2 SP #2; B3 4x2 SP M-30; Webs: 4x2 SP M-30; W1,W2 4x2 SP #3; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 5.02 TC: From 50 plf at 5.02 to 50 plf at 16.02 TC: From 100 plf at 16.02 to 100 plf at 20.67 BC: From 10 plf at 0.00 to 10 plf at 5.02 BC: From 5 plf at 5.02 to 5 plf at 15.65 BC: From 10 plf at 15.65 to 10 plf at 20.67 TC: 38 lb Conc. Load at 5.02, 6.02, 7.65, 9.65 11.65,13.65,15.65 Plating Notes All plates are 3X6 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 0.25 20.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes + 2x6 continuous strongback. See standard details for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL T 980 /- /- /- /- /- W 958 /- /- /- /- /- T Brg Width = 7.5 Min Req = 1.5 W Brg Width = 7.5 Min Req = 1.5 Bearings T & N are a rigid surface. Bearings T & N require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -38 B - C 0 -3256 C - D 0 -3256 D - E 0 -3827 E - F 0 -3833 F - G 0 -3827 Chords Tens. Comp. G - H 0 -3827 H - I 0 -3137 I - J 0 -3137 J - K 0 -3137 K - L 0 -48 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 1892 0 S - R 3746 0 R - Q 3746 0 Chords Tens. Comp. Q - P 3833 0 P - O 3709 0 O - N 1945 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - V 25 0 A - T 0 -154 T - B 0 -2038 B - S 1482 0 C - S 0 -249 S - D 0 -531 D - Q 116 0 Q - E 0 -111 Webs Tens. Comp. F - P 0 -112 P - H 131 0 H - O 0 -620 I - O 0 -204 O - K 1295 0 K - N 0 -2049 L - N 0 -137 M - W 8 0 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: No FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.304 F 806 360 VERT(CL): 0.418 F 585 240 HORZ(LL): 0.034 N - - HORZ(TL): 0.046 N - - Creep Factor: 2.0 Max TC CSI: 0.262 Max BC CSI: 0.824 Max Web CSI: 0.278 Weight: 169.4 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FL06G Truss Type SY42 Qty 1 Ply 1 Seal #: 2518 08/02/2021 T2 B3 W1 W2 W2 W1 9'10'6-1/2"20'11" 3"9'10'8"20'8"20'11" 3-5/8" 3-5/8"1'4"3-5/8" 3-5/8" 1'5" 2'6" (TYP) 20'11" SEAT PLATE REQ.SEAT PLATE REQ. + A B C D E F G H I J K L M NOPQRST U V W 1.5X3(R) 1.5X3(R) 5X6 5X8 5X10 W=H0308 4X4 4X6 4X6 W=3X6 4X4 5X8 W=3X6 5X8 5X6 1.5X3(R)1.5X3(R) 5'1-3/4" 38# 1' 38#1'7-1/2" 38# 2' 38# 2' 38# 2' 38# 2' 38# 5'1-3/4" Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 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 54 0.25 4.75 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K* 224 /- /- /- /- /- G 73 /- /- /- /- /- K Brg Width = 52.5 Min Req = - G Brg Width = 7.5 Min Req = 1.5 Bearings K & G are a rigid surface. Bearings K & G require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 16 0 Chords Tens. Comp. C - D 1 0 D - E 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 0 -1 J - I 13 0 Chords Tens. Comp. I - H 0 -1 H - G 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - M 0 -6 A - K 0 -112 J - C 0 -40 Webs Tens. Comp. E - G 0 -67 F - N 0 -5 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - J 0 -277 C - I 0 -270 Gables Tens. Comp. D - H 0 -264 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT: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: 0.203 Max BC CSI: 0.009 Max Web CSI: 0.061 Weight: 33.6 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FL07GE Truss Type SY42 Qty 2 Ply 1 Seal #: 2547 08/02/2021 1'3-1/4"2'7-1/4"3'11-1/4"5' 3-5/8" 3-5/8"1'4"3-5/8" 3-5/8" 1'4" (TYP) 5' SEAT PLATE REQ. SEAT PLATE REQ. A B C D E F G HIJ K L M N 1.5X3(R) 1.5X3(R) 3X3 3X3 1.5X3(R) 1.5X3(R) **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: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 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 54 0.25 4.75 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K* 224 /- /- /- /- /- G 73 /- /- /- /- /- K Brg Width = 52.5 Min Req = - G Brg Width = 7.5 Min Req = 1.5 Bearings K & G are a rigid surface. Bearings K & G require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 16 0 Chords Tens. Comp. C - D 1 0 D - E 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 0 -1 J - I 13 0 Chords Tens. Comp. I - H 0 -1 H - G 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - M 0 -6 A - K 0 -112 J - C 0 -40 Webs Tens. Comp. E - G 0 -67 F - N 0 -5 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - J 0 -277 C - I 0 -270 Gables Tens. Comp. D - H 0 -264 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT: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: 0.203 Max BC CSI: 0.009 Max Web CSI: 0.061 Weight: 33.6 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss FL07GE Truss Type SY42 Qty 2 Ply 1 Seal #: 2547 08/02/2021 1'3-1/4"2'7-1/4"3'11-1/4"5' 3-5/8" 3-5/8"1'4"3-5/8" 3-5/8" 1'4" (TYP) 5' SEAT PLATE REQ. SEAT PLATE REQ. A B C D E F G HIJ K L M N 1.5X3(R) 1.5X3(R) 3X3 3X3 1.5X3(R) 1.5X3(R) Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #3; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 1.85 BC: From 10 plf at 0.00 to 10 plf at 1.85 TC: 278 lb Conc. Load at -0.06 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 19 0.12 1.73 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes Negative reaction(s) of -291# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 722 /- /- /- /- /- D 38 /-291 /- /- /- /- E Brg Width = 8.0 Min Req = 1.5 D Brg Width = - 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 14 0 Chords Tens. Comp. B - C 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 0 -175 Chords Tens. Comp. E - D 0 -175 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - H 0 -89 A - F 0 -198 F - B 299 0 B - E 0 -635 Webs Tens. Comp. B - D 307 0 D - C 0 -15 C - D 11 -43 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 A 999 360 VERT(CL): 0.019 A 495 240 HORZ(LL): -0.004 A - - HORZ(TL): 0.014 A - - Creep Factor: 2.0 Max TC CSI: 0.163 Max BC CSI: 0.183 Max Web CSI: 0.146 Weight: 23.8 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss FL08 Truss Type SY42 Qty 7 Ply 1 Seal #: 2888 08/02/2021 10"1'11-3/4" 3-5/8" 3-5/8"1'4"6-3/4"1'5" SEAT PLATE REQ. 1'11-3/4" A B C D E F G H 1.5X3(R) 1.5X3(R) 1.5X3 3X3 3X4 1.5X3 2X4 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: 4x2 SP #2; Bot chord: 4x2 SP #2; Webs: 4x2 SP #3; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 1.85 BC: From 10 plf at 0.00 to 10 plf at 1.85 TC: 278 lb Conc. Load at -0.06 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 19 0.12 1.73 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes Negative reaction(s) of -291# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 722 /- /- /- /- /- D 38 /-291 /- /- /- /- E Brg Width = 8.0 Min Req = 1.5 D Brg Width = - 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 14 0 Chords Tens. Comp. B - C 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 0 -175 Chords Tens. Comp. E - D 0 -175 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - H 0 -89 A - F 0 -198 F - B 299 0 B - E 0 -635 Webs Tens. Comp. B - D 307 0 D - C 0 -15 C - D 11 -43 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 A 999 360 VERT(CL): 0.019 A 495 240 HORZ(LL): -0.004 A - - HORZ(TL): 0.014 A - - Creep Factor: 2.0 Max TC CSI: 0.163 Max BC CSI: 0.183 Max Web CSI: 0.146 Weight: 23.8 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss FL08 Truss Type SY42 Qty 7 Ply 1 Seal #: 2888 08/02/2021 10"1'11-3/4" 3-5/8" 3-5/8"1'4"6-3/4"1'5" SEAT PLATE REQ. 1'11-3/4" A B C D E F G H 1.5X3(R) 1.5X3(R) 1.5X3 3X3 3X4 1.5X3 2X4 3X6 Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 M-30; Webs: 2x4 SP #3; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.98 to 61 plf at -0.10 TC: From 2 plf at -0.10 to 2 plf at 9.84 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -8 lb Conc. Load at 1.46 TC: 141 lb Conc. Load at 4.29 TC: 272 lb Conc. Load at 7.12 BC: 20 lb Conc. Load at 1.46 BC: 105 lb Conc. Load at 4.29 BC: 187 lb Conc. Load at 7.12 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 0.15 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 363 /- /- /- /237 /- E 382 /- /- /- /137 /- D 69 /- /- /- /60 /- Wind reactions based on MWFRS B Brg Width = 4.9 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -13 B - C 400 -555 Chords Tens. Comp. C - D 52 -71 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 545 -358 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 389 -592 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 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: 5.0 psf BCDL: 5.0 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 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 2017 RES TPI Std: 2014 Rep Fac: 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): 0.026 F 999 360 VERT(CL): 0.062 F 999 240 HORZ(LL): 0.011 F - - HORZ(TL): 0.026 F - - Creep Factor: 2.0 Max TC CSI: 0.595 Max BC CSI: 0.743 Max Web CSI: 0.296 Weight: 40.6 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss HJ7 Truss Type HIP_ Qty 2 Ply 1 Seal #: 2549 08/02/2021 9'10-1/16"1'11-13/16" 4-3/16"3'9-7/8"4'5-7/16"A B C D EF 4.24 12 2X4(A1) 1.5X3 4X4 1'5-1/2" 20# -8# 2'9-15/16" 105# 141# 2'9-15/16" 187# 272# 2'8-11/16" **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 M-30; Webs: 2x4 SP #3; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.98 to 61 plf at -0.10 TC: From 2 plf at -0.10 to 2 plf at 9.84 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -8 lb Conc. Load at 1.46 TC: 141 lb Conc. Load at 4.29 TC: 272 lb Conc. Load at 7.12 BC: 20 lb Conc. Load at 1.46 BC: 105 lb Conc. Load at 4.29 BC: 187 lb Conc. Load at 7.12 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 0.15 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 363 /- /- /- /237 /- E 382 /- /- /- /137 /- D 69 /- /- /- /60 /- Wind reactions based on MWFRS B Brg Width = 4.9 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -13 B - C 400 -555 Chords Tens. Comp. C - D 52 -71 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 545 -358 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 389 -592 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 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: 5.0 psf BCDL: 5.0 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 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 2017 RES TPI Std: 2014 Rep Fac: 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): 0.026 F 999 360 VERT(CL): 0.062 F 999 240 HORZ(LL): 0.011 F - - HORZ(TL): 0.026 F - - Creep Factor: 2.0 Max TC CSI: 0.595 Max BC CSI: 0.743 Max Web CSI: 0.296 Weight: 40.6 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss HJ7 Truss Type HIP_ Qty 2 Ply 1 Seal #: 2549 08/02/2021 9'10-1/16"1'11-13/16" 4-3/16"3'9-7/8"4'5-7/16"A B C D EF 4.24 12 2X4(A1) 1.5X3 4X4 1'5-1/2" 20# -8# 2'9-15/16" 105# 141# 2'9-15/16" 187# 272# 2'8-11/16" Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 12 0.04 1.00 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. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 198 /- /- /177 /99 /56 D 10 /-7 /- /19 /14 /- C - /-21 /- /34 /35 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 41 -24 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: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: 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: 0.318 Max BC CSI: 0.038 Max Web CSI: 0.000 Weight: 5.6 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss J1 Truss Type JACK Qty 4 Ply 1 Seal #: 2900 08/02/2021 1'1'5-9/16" 4-3/16" 10-3/16"1'5-15/16"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 12 0.04 1.00 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. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 198 /- /- /177 /99 /56 D 10 /-7 /- /19 /14 /- C - /-21 /- /34 /35 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 41 -24 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: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: 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: 0.318 Max BC CSI: 0.038 Max Web CSI: 0.000 Weight: 5.6 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss J1 Truss Type JACK Qty 4 Ply 1 Seal #: 2900 08/02/2021 1'1'5-9/16" 4-3/16" 10-3/16"1'5-15/16"A B C D 6 12 2X4(A1) Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 36 0.04 3.00 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. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 234 /- /- /181 /87 /109 D 53 /- /- /29 /- /- C 70 /- /- /39 /58 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 32 -78 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: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: 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): 0.002 D - - Creep Factor: 2.0 Max TC CSI: 0.358 Max BC CSI: 0.082 Max Web CSI: 0.000 Weight: 11.2 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss J3 Truss Type JACK Qty 4 Ply 1 Seal #: 2901 08/02/2021 3'1'5-9/16" 4-3/16"1'10-3/16"2'5-15/16"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 36 0.04 3.00 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. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 234 /- /- /181 /87 /109 D 53 /- /- /29 /- /- C 70 /- /- /39 /58 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 32 -78 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: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: 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): 0.002 D - - Creep Factor: 2.0 Max TC CSI: 0.358 Max BC CSI: 0.082 Max Web CSI: 0.000 Weight: 11.2 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss J3 Truss Type JACK Qty 4 Ply 1 Seal #: 2901 08/02/2021 3'1'5-9/16" 4-3/16"1'10-3/16"2'5-15/16"A B C D 6 12 2X4(A1) Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 60 0.04 5.00 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. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 308 /- /- /224 /99 /161 D 92 /- /- /50 /- /- C 133 /- /- /79 /108 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 59 -119 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: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 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 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: 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): 0.006 D - - HORZ(TL): 0.011 D - - Creep Factor: 2.0 Max TC CSI: 0.395 Max BC CSI: 0.263 Max Web CSI: 0.000 Weight: 18.2 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss J5 Truss Type JACK Qty 2 Ply 1 Seal #: 2902 08/02/2021 5'1'5-9/16" 4-3/16"2'10-3/16"3'5-15/16"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 60 0.04 5.00 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. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 308 /- /- /224 /99 /161 D 92 /- /- /50 /- /- C 133 /- /- /79 /108 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 59 -119 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: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 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 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: 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): 0.006 D - - HORZ(TL): 0.011 D - - Creep Factor: 2.0 Max TC CSI: 0.395 Max BC CSI: 0.263 Max Web CSI: 0.000 Weight: 18.2 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss J5 Truss Type JACK Qty 2 Ply 1 Seal #: 2902 08/02/2021 5'1'5-9/16" 4-3/16"2'10-3/16"3'5-15/16"A B C D 6 12 2X4(A1) Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 60 0.04 5.00 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. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 208 /- /- /129 /41 /129 C 94 /- /- /56 /- /- B 139 /- /- /86 /113 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 62 -123 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 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 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: 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): 0.007 C - - HORZ(TL): 0.014 C - - Creep Factor: 2.0 Max TC CSI: 0.424 Max BC CSI: 0.276 Max Web CSI: 0.000 Weight: 15.4 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss J6 Truss Type JACK Qty 2 Ply 1 Seal #: 2903 08/02/2021 5' 4-3/16"2'10-3/16"A B C 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 60 0.04 5.00 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. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 208 /- /- /129 /41 /129 C 94 /- /- /56 /- /- B 139 /- /- /86 /113 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 62 -123 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 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 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: 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): 0.007 C - - HORZ(TL): 0.014 C - - Creep Factor: 2.0 Max TC CSI: 0.424 Max BC CSI: 0.276 Max Web CSI: 0.000 Weight: 15.4 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss J6 Truss Type JACK Qty 2 Ply 1 Seal #: 2903 08/02/2021 5' 4-3/16"2'10-3/16"A B C 6 12 2X4(A1) Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 0.13 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 294 /- /- /182 /60 /181 C 131 /- /- /78 /- /- B 194 /- /- /120 /158 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 87 -155 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 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 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: 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): 0.017 C - - HORZ(TL): 0.035 C - - Creep Factor: 2.0 Max TC CSI: 0.769 Max BC CSI: 0.535 Max Web CSI: 0.000 Weight: 21.0 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss J7 Truss Type EJAC Qty 5 Ply 1 Seal #: 2904 08/02/2021 7' 4-3/16"3'10-3/16"A B C 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 0.13 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 294 /- /- /182 /60 /181 C 131 /- /- /78 /- /- B 194 /- /- /120 /158 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 87 -155 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 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 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: 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): 0.017 C - - HORZ(TL): 0.035 C - - Creep Factor: 2.0 Max TC CSI: 0.769 Max BC CSI: 0.535 Max Web CSI: 0.000 Weight: 21.0 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss J7 Truss Type EJAC Qty 5 Ply 1 Seal #: 2904 08/02/2021 7' 4-3/16"3'10-3/16"A B C 6 12 2X4(A1) Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 Fasten rated sheathing to one face of this frame. 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 0.00 16.54 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. Wind loading based on both gable and hip roof types. Additional Notes See A1 Std Detail for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL U* 83 /- /- /43 /30 /10 V 214 /- /- /107 /133 /- Wind reactions based on MWFRS U Brg Width = 191 Min Req = - V Brg Width = 7.3 Min Req = 1.5 Bearings U & V are a rigid surface. Bearings U & V require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 43 0 B - C 163 -83 C - D 217 -49 D - E 297 -39 E - F 382 -38 Chords Tens. Comp. F - G 382 -38 G - H 297 -37 H - I 216 -47 I - J 163 -81 J - K 43 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. U - T 83 -77 T - S 81 -74 S - R 79 -74 R - Q 79 -74 Q - P 79 -74 Chords Tens. Comp. P - O 79 -74 O - N 78 -73 N - M 79 -72 M - L 78 -72 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. U - B 296 -195 C - T 125 -96 D - S 165 -126 E - R 212 -140 Q - F 0 -215 Gables Tens. Comp. O - G 212 -140 N - H 165 -126 M - I 124 -96 J - L 296 -195 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: 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 B 999 360 VERT(CL): 0.008 B 999 240 HORZ(LL): 0.054 J - - HORZ(TL): 0.079 J - - Creep Factor: 2.0 Max TC CSI: 0.190 Max BC CSI: 0.073 Max Web CSI: 0.127 Weight: 92.4 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss L01 Truss Type GABL Qty 1 Ply 1 Seal #: 2497 08/02/2021 16'6-1/2" SEAT PLATE REQ.SEAT PLATE REQ. 8'3-1/4"8'3-1/4" 1'6-5/16"1'6-5/16" 1'4-9/16"5'6-3/16"A B C D E F G H I J K L MNOPQRST U V 6 12 3X6 4X4 3X4 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; Bracing Fasten rated sheathing to one face of this frame. 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 0.00 16.54 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. Wind loading based on both gable and hip roof types. Additional Notes See A1 Std Detail for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL U* 83 /- /- /43 /30 /10 V 214 /- /- /107 /133 /- Wind reactions based on MWFRS U Brg Width = 191 Min Req = - V Brg Width = 7.3 Min Req = 1.5 Bearings U & V are a rigid surface. Bearings U & V require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 43 0 B - C 163 -83 C - D 217 -49 D - E 297 -39 E - F 382 -38 Chords Tens. Comp. F - G 382 -38 G - H 297 -37 H - I 216 -47 I - J 163 -81 J - K 43 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. U - T 83 -77 T - S 81 -74 S - R 79 -74 R - Q 79 -74 Q - P 79 -74 Chords Tens. Comp. P - O 79 -74 O - N 78 -73 N - M 79 -72 M - L 78 -72 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. U - B 296 -195 C - T 125 -96 D - S 165 -126 E - R 212 -140 Q - F 0 -215 Gables Tens. Comp. O - G 212 -140 N - H 165 -126 M - I 124 -96 J - L 296 -195 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: 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 B 999 360 VERT(CL): 0.008 B 999 240 HORZ(LL): 0.054 J - - HORZ(TL): 0.079 J - - Creep Factor: 2.0 Max TC CSI: 0.190 Max BC CSI: 0.073 Max Web CSI: 0.127 Weight: 92.4 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss L01 Truss Type GABL Qty 1 Ply 1 Seal #: 2497 08/02/2021 16'6-1/2" SEAT PLATE REQ.SEAT PLATE REQ. 8'3-1/4"8'3-1/4" 1'6-5/16"1'6-5/16" 1'4-9/16"5'6-3/16"A B C D E F G H I J K L MNOPQRST U V 6 12 3X6 4X4 3X4 3X6 Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 0.00 16.54 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. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 772 /- /- /459 /304 /152 J 772 /- /- /459 /304 /- Wind reactions based on MWFRS I Brg Width = 8.0 Min Req = 1.5 J Brg Width = 8.0 Min Req = 1.5 Bearings I & F are a rigid surface. Bearings I & F require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 0 B - C 544 -812 Chords Tens. Comp. C - D 545 -812 D - E 41 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 214 -180 H - G 84 -74 Chords Tens. Comp. G - F 84 -74 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 592 -705 B - H 557 -215 H - C 285 0 Webs Tens. Comp. H - D 557 -215 D - F 592 -705 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.017 H 999 360 VERT(CL): 0.034 H 999 240 HORZ(LL): 0.003 D - - HORZ(TL): 0.005 D - - Creep Factor: 2.0 Max TC CSI: 0.875 Max BC CSI: 0.623 Max Web CSI: 0.421 Weight: 89.6 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss L02 Truss Type SPEC Qty 5 Ply 1 Seal #: 2494 08/02/2021 16'8" SEAT PLATE REQ.SEAT PLATE REQ. 8'4"8'4" 1'5-9/16"1'5-9/16" 1'4-3/16"5'6-3/16"A B C D E FGHIJ 6 12 4X4 3X6 3X8 4X6(R1) 3X4 4X4 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 120 0.00 16.54 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. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 772 /- /- /459 /304 /152 J 772 /- /- /459 /304 /- Wind reactions based on MWFRS I Brg Width = 8.0 Min Req = 1.5 J Brg Width = 8.0 Min Req = 1.5 Bearings I & F are a rigid surface. Bearings I & F require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 0 B - C 544 -812 Chords Tens. Comp. C - D 545 -812 D - E 41 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 214 -180 H - G 84 -74 Chords Tens. Comp. G - F 84 -74 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 592 -705 B - H 557 -215 H - C 285 0 Webs Tens. Comp. H - D 557 -215 D - F 592 -705 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.017 H 999 360 VERT(CL): 0.034 H 999 240 HORZ(LL): 0.003 D - - HORZ(TL): 0.005 D - - Creep Factor: 2.0 Max TC CSI: 0.875 Max BC CSI: 0.623 Max Web CSI: 0.421 Weight: 89.6 lbs VIEW Ver: 21.01.01A.0521.20 Job: CRMSSMB1L Truss L02 Truss Type SPEC Qty 5 Ply 1 Seal #: 2494 08/02/2021 16'8" SEAT PLATE REQ.SEAT PLATE REQ. 8'4"8'4" 1'5-9/16"1'5-9/16" 1'4-3/16"5'6-3/16"A B C D E FGHIJ 6 12 4X4 3X6 3X8 4X6(R1) 3X4 4X4 3X6 Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 45 0.00 3.75 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. Wind loading based on both gable and hip roof types. Additional Notes See A1 Std Detail for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 82 /- /- /36 /16 /4 Wind reactions based on MWFRS D Brg Width = 45.0 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 165 -170 Chords Tens. Comp. B - C 163 -170 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 166 -133 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 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 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 999 360 VERT(CL): 0.007 999 240 HORZ(LL): -0.001 - - HORZ(TL): 0.002 - - Creep Factor: 2.0 Max TC CSI: 0.065 Max BC CSI: 0.098 Max Web CSI: 0.000 Weight: 11.2 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss V01 Truss Type VAL Qty 1 Ply 1 Seal #: 2907 08/02/2021 3'9-1/16" 6-15/16"1'3-9/16"1'3-9/16"6-15/16" 0-1/4"11-1/2"A 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 45 0.00 3.75 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. Wind loading based on both gable and hip roof types. Additional Notes See A1 Std Detail for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 82 /- /- /36 /16 /4 Wind reactions based on MWFRS D Brg Width = 45.0 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 165 -170 Chords Tens. Comp. B - C 163 -170 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 166 -133 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 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 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 999 360 VERT(CL): 0.007 999 240 HORZ(LL): -0.001 - - HORZ(TL): 0.002 - - Creep Factor: 2.0 Max TC CSI: 0.065 Max BC CSI: 0.098 Max Web CSI: 0.000 Weight: 11.2 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss V01 Truss Type VAL Qty 1 Ply 1 Seal #: 2907 08/02/2021 3'9-1/16" 6-15/16"1'3-9/16"1'3-9/16"6-15/16" 0-1/4"11-1/2"A B C D 6 12 2X4(D8R) 3X4 2X4(D8R) Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 7.75 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. Wind loading based on both gable and hip roof types. Additional Notes See A1 Std Detail for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 82 /- /- /40 /23 /6 Wind reactions based on MWFRS E Brg Width = 93.0 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 215 -190 Chords Tens. Comp. B - C 215 -199 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 271 -157 Chords Tens. Comp. D - C 271 -157 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 433 -335 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 D 999 360 VERT(CL): 0.013 D 999 240 HORZ(LL): -0.003 D - - HORZ(TL): 0.005 D - - Creep Factor: 2.0 Max TC CSI: 0.207 Max BC CSI: 0.183 Max Web CSI: 0.129 Weight: 25.2 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss V02 Truss Type VAL Qty 1 Ply 1 Seal #: 2908 08/02/2021 7'9-1/16" 6-15/16"3'3-9/16"3'3-9/16"6-15/16" 3'8-3/4"3-1/2"3'8-3/4" 0-1/4"1'11-1/2"A B C D E 6 12 2X4(D8R) 4X4 1.5X4 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 7.75 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. Wind loading based on both gable and hip roof types. Additional Notes See A1 Std Detail for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 82 /- /- /40 /23 /6 Wind reactions based on MWFRS E Brg Width = 93.0 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 215 -190 Chords Tens. Comp. B - C 215 -199 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 271 -157 Chords Tens. Comp. D - C 271 -157 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 433 -335 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 D 999 360 VERT(CL): 0.013 D 999 240 HORZ(LL): -0.003 D - - HORZ(TL): 0.005 D - - Creep Factor: 2.0 Max TC CSI: 0.207 Max BC CSI: 0.183 Max Web CSI: 0.129 Weight: 25.2 lbs VIEW Ver: 20.01.01A.0724.11 Job: CRMSSMB1L Truss V02 Truss Type VAL Qty 1 Ply 1 Seal #: 2908 08/02/2021 7'9-1/16" 6-15/16"3'3-9/16"3'3-9/16"6-15/16" 3'8-3/4"3-1/2"3'8-3/4" 0-1/4"1'11-1/2"A B C D E 6 12 2X4(D8R) 4X4 1.5X4 2X4(D8R) Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 Ryan Bays, P.E.# 912314451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 NOTE: IN ADDITION TO STRAPPING TOE- NAIL BOTH CHORDS OF CORNER JACKS TO CARRYING MEMBER PER THE FOLLOWING SCHEDULE: 2X4: (2) 0.131" Ø TOE NAILS 2X6: (3) 0.131" Ø TOE NAILS HIGH VELOCITY HURRICANE ZONE CORNERSET SPECIFICATIONS: MAX LOAD: 55 PSF ROOF LOAD, 175 MPH, ASCE 7-10, EXP. B & C, UP TO 60' MEAN ROOF HEIGHT & EXPOSURE D UP TO 30' MEAN ROOF HEIGHT. JACK, OR CORNER JACK (TYP.) IMPORTANT NOTE: CONNECTION DESIGNED IN ACCORDANCE WITH FBC 2321.6- 2321.7 PROVIDING METAL STRAPPING (FLORIDA APPROVED PRODUCT) TO RESIST MIN. 700LB UPLIFT AT ALL CONNECTIONS IN HIGH VELOCITY HURRICANE ZONE. LSTA12 TWIST STRAP WITH 10D NAILS, MIN. (10). SEE MFR'S RECOMMENDED CONNECTION. HIP, OR KING JACK (TYP.)7'-0" MAX.ATTACH KING & END JACKS WITH (1) LSTA12 TWIST STRAP AT TOP CHORD WITH (10) 10d NAILS PER STRAP (MIN.) & (3) 0.131" Ø TOE NAILS. ATTACH KING & END JACK WITH (1) THJA26 HANGER AT BOTTOM CHORD. ATTACH CORNER JACKS & STD. JACKS WITH (1) LSTA12 TWIST STRAP AT TOP CHORD & BOTTOM CHORD WITH (10) 10d NAILS PER STRAP MINIMUM (TYP). A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL. 34946 (772) 409-1010 STDLHIP/ KING JACK (HVHZ) (SIMPSON)02.25/28/2020 OR EQUIVALENT AT BOTTOM CHORD Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 STDTL03ALTERNATE GABLE END BRACING DETAILFEBRUARY 17, 2017 Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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. Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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. Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 ** Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 STDTL09FEBRUARY 17, 2017 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 STDTL10FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 45.00°45.00°45.00° STDTL11FEBRUARY 17, 2017 LATERAL TOE-NAIL DETAIL (2X6) 4 NAILS Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 L STDTL12FEBRUARY 17, 2017 UPLIFT TOE-NAIL DETAIL Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort 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 Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 STDTL15FEBRUARY 17, 2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND DAMAGED OR MISSING CHORD SPLICE PLATES Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 STDTL16FEBRUARY 17, 2017 SCAB APPLIED OVERHANGS (L) 24" MAX (2.0 x L) 24" MIN Ryan Bays, P.E.# 91231 4451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946