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APPROVED, 85482-SEALS-SLD
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 85482Page 1 of 2A-1 Roof Trusses4451 St Lucie BlvdFort Pierce, FL 34946Site Information:Customer Info: RENAR DEVELOPMENT CO. Project Name: MORNINGSIDELot/Block:36Model: BERKSHIRE 2177Subdivision: Address: 404 SEAFOAM CIRCLECity: County: State: 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: 37.0 psfFloor Load: 55.0 psfThis package includes 40 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: Rama Pranav Kristam 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 Rama Pranav Kristam PE by [A1 Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Delegated' Engineering Documents') are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD only. The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. Rama Pranav Kristam, P.E. 4451 St Lucie Blvd. Suite 201 Fort Pierce, FL 34946No.Seq #Truss NameDate12516A014/22/2122490A024/22/2132491A034/22/2142492A044/22/2152493A054/22/2162494A064/22/2172495A074/22/2182496A084/22/2192497A094/22/21102517A104/22/21112498B024/22/21122499B034/22/21No.Seq #Truss NameDate132503FG014/22/21142509FG024/22/21152577FL024/22/21162473FL02GE4/22/21172474FL034/22/21182475FL03GE4/22/21192574FL054/22/21202477FL064/22/21212478FL06E4/22/21222571FL074/22/21232480FL07GE4/22/21242513HJ5L4/22/21No.Seq #Truss NameDate252514HJ74/22/21262515HJ7B4/22/21272500J14/22/21282501J1B4/22/21292502J1L4/22/21302503J34/22/21312504J3B4/22/21322505J3L4/22/21332506J54/22/21342507J5B4/22/21352508J5L4/22/21362509J74/22/21 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 85482Page 2 of 2No.Seq #Truss NameDate372510J7B4/22/21382518L014/22/21392511L024/22/21402512L034/22/2141STDL01STD. DETAIL4/22/2142STDL02STD. DETAIL4/22/2143STDL03STD. DETAIL4/22/2144STDL04STD. DETAIL4/22/2145STDL05STD. DETAIL4/22/2146STDL06STD. DETAIL4/22/2147STDL07STD. DETAIL4/22/2148STDL08STD. DETAIL4/22/2149STDL09STD. DETAIL4/22/2150STDL10STD. DETAIL4/22/2151STDL11STD. DETAIL4/22/2152STDL12STD. DETAIL4/22/2153STDL13STD. DETAIL4/22/2154STDL14STD. DETAIL4/22/2155STDL15STD. DETAIL4/22/2156STDL16STD. DETAIL4/22/21Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP M-30; T2,T3 2x8 SP 2400f-1.8E;Bot chord: 2x8 SP 2400f-1.8E;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 27.67 TC: From 62 plf at 27.67 to 62 plf at 36.13 BC: From 14 plf at 0.00 to 14 plf at 7.03 BC: From 7 plf at 7.03 to 7 plf at 27.64 BC: From 14 plf at 27.64 to 14 plf at 34.67 TC: 265 lb Conc. Load at 7.03,27.64 TC: 189 lb Conc. Load at 9.06,11.06,13.06,15.0617.06,17.60,19.60,21.60,23.60,25.60 BC: 432 lb Conc. Load at 7.03,27.64 BC: 109 lb Conc. Load at 9.06,11.06,13.06,15.0617.06,17.60,19.60,21.60,23.60,25.60PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.00 27.67 BC 62 0.15 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads and reactions based on MWFRS.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLS 3201 /- /- /- /1507 /-I 3201 /- /- /- /1507 /-Wind reactions based on MWFRSS Brg Width = 3.5 Min Req = 2.7I Brg Width = 3.5 Min Req = 2.7Bearings S & I are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 -23B - C 3131 -6589C - D 3411 -7228D - E 4253 -8990E - F 4254 -8991Chords Tens. Comp.F - G 4254 -8991G - H 3412 -7229H - I 3131 -6589I - J 39 -23Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - R 5854 -2774R - Q 5833 -2770Q - P 8392 -4047P - O 8392 -4047O - N 9305 -4497Chords Tens. Comp.N - M 8394 -4048M - L 8394 -4048L - K 5833 -2770K - I 5853 -2774Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.R - C 459 -92C - Q 2260 -1037Q - D 1026 -1875D - O 960 -331O - E 391 -505Webs Tens. Comp.E - N 390 -504N - G 958 -330G - L 1027 -1877L - H 2262 -1038H - K 459 -92Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.47 ftLoc. from endwall: not in 4.50 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: Varies by Ld CaseFT/RT:10(0)/10(10)Plate Type(s):WAVE, HSDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.354 E 999 360VERT(CL): 0.656 E 628 240HORZ(LL): 0.086 K - -HORZ(TL): 0.160 K - -Creep Factor: 2.0Max TC CSI: 0.771Max BC CSI: 0.993Max Web CSI: 0.862Wgt: 240.8 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA01Truss TypeHIPSQty1Ply1251604/22/202134'8"7'20'8"7'1'5-9/16"1'5-9/16"4-3/16"3'10-3/16" 4'5-15/16"ABC D E F G HIJKLMNOPQRS6124X10(A7R)3X38X85X6H07104X43X44X43X46X64X4H07105X68X83X34X10(A7R)7'0-3/8"432#265#2'0-3/8"109#189#2'109#189#2'109#189#2'109#189#2'109#189#6-1/2"109#189#2'109#189#2'109#189#2'109#189#2'109#189#2'0-3/8"432#265#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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP M-30; T2,T3 2x8 SP 2400f-1.8E;Bot chord: 2x8 SP 2400f-1.8E;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 27.67 TC: From 62 plf at 27.67 to 62 plf at 36.13 BC: From 14 plf at 0.00 to 14 plf at 7.03 BC: From 7 plf at 7.03 to 7 plf at 27.64 BC: From 14 plf at 27.64 to 14 plf at 34.67 TC: 265 lb Conc. Load at 7.03,27.64 TC: 189 lb Conc. Load at 9.06,11.06,13.06,15.0617.06,17.60,19.60,21.60,23.60,25.60 BC: 432 lb Conc. Load at 7.03,27.64 BC: 109 lb Conc. Load at 9.06,11.06,13.06,15.0617.06,17.60,19.60,21.60,23.60,25.60PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.00 27.67 BC 62 0.15 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads and reactions based on MWFRS.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLS 3201 /- /- /- /1507 /-I 3201 /- /- /- /1507 /-Wind reactions based on MWFRSS Brg Width = 3.5 Min Req = 2.7I Brg Width = 3.5 Min Req = 2.7Bearings S & I are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 -23B - C 3131 -6589C - D 3411 -7228D - E 4253 -8990E - F 4254 -8991Chords Tens. Comp.F - G 4254 -8991G - H 3412 -7229H - I 3131 -6589I - J 39 -23Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - R 5854 -2774R - Q 5833 -2770Q - P 8392 -4047P - O 8392 -4047O - N 9305 -4497Chords Tens. Comp.N - M 8394 -4048M - L 8394 -4048L - K 5833 -2770K - I 5853 -2774Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.R - C 459 -92C - Q 2260 -1037Q - D 1026 -1875D - O 960 -331O - E 391 -505Webs Tens. Comp.E - N 390 -504N - G 958 -330G - L 1027 -1877L - H 2262 -1038H - K 459 -92Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.47 ftLoc. from endwall: not in 4.50 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: Varies by Ld CaseFT/RT:10(0)/10(10)Plate Type(s):WAVE, HSDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.354 E 999 360VERT(CL): 0.656 E 628 240HORZ(LL): 0.086 K - -HORZ(TL): 0.160 K - -Creep Factor: 2.0Max TC CSI: 0.771Max BC CSI: 0.993Max Web CSI: 0.862Wgt: 240.8 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA01Truss TypeHIPSQty1Ply1251604/22/202134'8"7'20'8"7'1'5-9/16"1'5-9/16"4-3/16"3'10-3/16" 4'5-15/16"ABC D E F G HIJKLMNOPQRS6124X10(A7R)3X38X85X6H07104X43X44X43X46X64X4H07105X68X83X34X10(A7R)7'0-3/8"432#265#2'0-3/8"109#189#2'109#189#2'109#189#2'109#189#2'109#189#6-1/2"109#189#2'109#189#2'109#189#2'109#189#2'109#189#2'0-3/8"432#265#7'0-3/8"Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP M-30; T2,T3 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.00 25.67 BC 78 0.15 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 1411 /- /- /785 /555 /167G 1411 /- /- /785 /555 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.7G Brg Width = 3.5 Min Req = 1.7Bearings B & G are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 1398 -2330C - D 1761 -2544D - E 1760 -2544Chords Tens. Comp.E - F 1761 -2544F - G 1398 -2330G - H 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - M 1983 -1100M - L 1987 -1098L - K 1987 -1098Chords Tens. Comp.K - J 1987 -1095J - I 1987 -1095I - G 1983 -1097Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.C - M 312 0C - K 634 -546E - K 558 -509Webs Tens. Comp.K - F 634 -546I - F 312 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.47 ftLoc. from endwall: not in 9.00 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.168 E 999 360VERT(CL): 0.315 E 999 240HORZ(LL): 0.057 I - -HORZ(TL): 0.107 I - -Creep Factor: 2.0Max TC CSI: 0.942Max BC CSI: 0.988Max Web CSI: 0.905Wgt: 158.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA02Truss TypeHIPSQty1Ply1249004/22/202134'8"9'16'8"9'1'5-9/16"1'5-9/16"4-3/16"4'10-3/16" 5'5-15/16"ABC D E FGHIJKLM6124X4(A2)7X6(R)1.5X33X63X61.5X33X83X61.5X37X6(R)4X4(A2)**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP M-30; T2,T3 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.00 25.67 BC 78 0.15 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 1411 /- /- /785 /555 /167G 1411 /- /- /785 /555 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.7G Brg Width = 3.5 Min Req = 1.7Bearings B & G are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 1398 -2330C - D 1761 -2544D - E 1760 -2544Chords Tens. Comp.E - F 1761 -2544F - G 1398 -2330G - H 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - M 1983 -1100M - L 1987 -1098L - K 1987 -1098Chords Tens. Comp.K - J 1987 -1095J - I 1987 -1095I - G 1983 -1097Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.C - M 312 0C - K 634 -546E - K 558 -509Webs Tens. Comp.K - F 634 -546I - F 312 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.47 ftLoc. from endwall: not in 9.00 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.168 E 999 360VERT(CL): 0.315 E 999 240HORZ(LL): 0.057 I - -HORZ(TL): 0.107 I - -Creep Factor: 2.0Max TC CSI: 0.942Max BC CSI: 0.988Max Web CSI: 0.905Wgt: 158.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA02Truss TypeHIPSQty1Ply1249004/22/202134'8"9'16'8"9'1'5-9/16"1'5-9/16"4-3/16"4'10-3/16" 5'5-15/16"ABC D E FGHIJKLM6124X4(A2)7X6(R)1.5X33X63X61.5X33X83X61.5X37X6(R)4X4(A2)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 23.67 BC 78 0.15 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 1411 /- /- /793 /553 /195H 1411 /- /- /793 /553 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.7H Brg Width = 3.5 Min Req = 1.7Bearings B & H are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 1328 -2419C - D 1219 -2072D - E 1368 -2060Chords Tens. Comp.E - F 1368 -2060F - G 1219 -2072G - H 1328 -2419H - I 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - N 2099 -1075N - M 1788 -865M - L 1788 -865Chords Tens. Comp.L - K 1788 -862K - J 1788 -862J - H 2099 -1071Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.C - N 272 -355D - N 414 -49D - L 361 -344E - L 438 -414Webs Tens. Comp.L - F 361 -344F - J 414 -49J - G 272 -355Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.47 ftLoc. from endwall: not in 9.00 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.148 E 999 360VERT(CL): 0.279 E 999 240HORZ(LL): 0.058 J - -HORZ(TL): 0.109 J - -Creep Factor: 2.0Max TC CSI: 0.546Max BC CSI: 0.964Max Web CSI: 0.445Wgt: 173.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA03Truss TypeHIPSQty1Ply1249104/22/202134'8"11'12'8"11'1'5-9/16"1'5-9/16"4-3/16"5'10-3/16" 6'5-15/16"ABCD E FGHIJKLMN6124X4(A2)1.5X35X63X44X61.5X33X84X65X63X41.5X34X4(A2)**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 23.67 BC 78 0.15 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 1411 /- /- /793 /553 /195H 1411 /- /- /793 /553 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.7H Brg Width = 3.5 Min Req = 1.7Bearings B & H are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 1328 -2419C - D 1219 -2072D - E 1368 -2060Chords Tens. Comp.E - F 1368 -2060F - G 1219 -2072G - H 1328 -2419H - I 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - N 2099 -1075N - M 1788 -865M - L 1788 -865Chords Tens. Comp.L - K 1788 -862K - J 1788 -862J - H 2099 -1071Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.C - N 272 -355D - N 414 -49D - L 361 -344E - L 438 -414Webs Tens. Comp.L - F 361 -344F - J 414 -49J - G 272 -355Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.47 ftLoc. from endwall: not in 9.00 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.148 E 999 360VERT(CL): 0.279 E 999 240HORZ(LL): 0.058 J - -HORZ(TL): 0.109 J - -Creep Factor: 2.0Max TC CSI: 0.546Max BC CSI: 0.964Max Web CSI: 0.445Wgt: 173.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA03Truss TypeHIPSQty1Ply1249104/22/202134'8"11'12'8"11'1'5-9/16"1'5-9/16"4-3/16"5'10-3/16" 6'5-15/16"ABCD E FGHIJKLMN6124X4(A2)1.5X35X63X44X61.5X33X84X65X63X41.5X34X4(A2)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.00 21.67 BC 101 0.15 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.LoadingTruss passed check for 20 psf additional bottom chordlive load in areas with 42"-high x 24"-wide clearance.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 1411 /- /- /798 /363 /223J 1411 /- /- /798 /363 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.7J Brg Width = 3.5 Min Req = 1.7Bearings B & J are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 1141 -2422C - D 1027 -1911D - E 1045 -1841E - F 1011 -1638Chords Tens. Comp.F - G 1011 -1638G - H 1045 -1841H - I 1027 -1911I - J 1141 -2422J - K 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - Q 2089 -902Q - P 2087 -903P - O 2087 -903O - N 1712 -736Chords Tens. Comp.N - M 2087 -900M - L 2087 -900L - J 2089 -898Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.Q - C 203 0C - O 270 -526E - O 484 -211O - F 190 -150Webs Tens. Comp.F - N 190 -149N - G 484 -211N - I 270 -526I - L 203 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: h/2 to hC&C Dist a: 3.47 ftLoc. from endwall: not in 9.00 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.135 F 999 360VERT(CL): 0.255 F 999 240HORZ(LL): 0.058 L - -HORZ(TL): 0.110 L - -Creep Factor: 2.0Max TC CSI: 0.443Max BC CSI: 0.974Max Web CSI: 0.523Wgt: 184.8 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA04Truss TypeHIPSQty2Ply1249204/22/202134'8"13'8'8"13'1'5-9/16"1'5-9/16"4-3/16"6'10-3/16" 7'5-15/16"ABCDE F GHIJKLMNOPQ6124X4(A2)1.5X33X43X63X65X63X83X43X85X63X63X63X41.5X34X4(A2)**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.00 21.67 BC 101 0.15 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.LoadingTruss passed check for 20 psf additional bottom chordlive load in areas with 42"-high x 24"-wide clearance.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 1411 /- /- /798 /363 /223J 1411 /- /- /798 /363 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.7J Brg Width = 3.5 Min Req = 1.7Bearings B & J are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 1141 -2422C - D 1027 -1911D - E 1045 -1841E - F 1011 -1638Chords Tens. Comp.F - G 1011 -1638G - H 1045 -1841H - I 1027 -1911I - J 1141 -2422J - K 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - Q 2089 -902Q - P 2087 -903P - O 2087 -903O - N 1712 -736Chords Tens. Comp.N - M 2087 -900M - L 2087 -900L - J 2089 -898Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.Q - C 203 0C - O 270 -526E - O 484 -211O - F 190 -150Webs Tens. Comp.F - N 190 -149N - G 484 -211N - I 270 -526I - L 203 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: h/2 to hC&C Dist a: 3.47 ftLoc. from endwall: not in 9.00 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.135 F 999 360VERT(CL): 0.255 F 999 240HORZ(LL): 0.058 L - -HORZ(TL): 0.110 L - -Creep Factor: 2.0Max TC CSI: 0.443Max BC CSI: 0.974Max Web CSI: 0.523Wgt: 184.8 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA04Truss TypeHIPSQty2Ply1249204/22/202134'8"13'8'8"13'1'5-9/16"1'5-9/16"4-3/16"6'10-3/16" 7'5-15/16"ABCDE F GHIJKLMNOPQ6124X4(A2)1.5X33X43X63X65X63X83X43X85X63X63X63X41.5X34X4(A2)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Bracing(a) Continuous lateral restraint equally spaced onmember.PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.00 19.67 BC 100 0.15 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 1411 /- /- /799 /360 /251I 1411 /- /- /799 /360 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.7I Brg Width = 3.5 Min Req = 1.7Bearings B & I are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 982 -2392C - D 841 -1768D - E 869 -1727E - F 857 -1485Chords Tens. Comp.F - G 866 -1720G - H 838 -1761H - I 982 -2392I - J 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - P 2053 -750P - O 2051 -751O - N 2051 -751N - M 1483 -474Chords Tens. Comp.M - L 2051 -747L - K 2051 -747K - I 2053 -746Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.P - C 268 0C - N 317 -649E - N 421 -107E - M 151 -147Webs Tens. Comp.M - F 423 -130M - H 318 -652H - K 269 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: h/2 to hC&C Dist a: 3.47 ftLoc. from endwall: not in 9.00 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.128 N 999 360VERT(CL): 0.240 N 999 240HORZ(LL): 0.057 K - -HORZ(TL): 0.108 K - -Creep Factor: 2.0Max TC CSI: 0.634Max BC CSI: 0.966Max Web CSI: 0.248Wgt: 180.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA05Truss TypeHIPSQty2Ply1249304/22/202134'8"15'4'8"15'1'5-9/16"1'5-9/16"4-3/16"7'10-3/16" 8'5-15/16"(a)(a)ABCDE FGHIJKLMNOP6124X4(A2)1.5X33X43X63X65X63X43X85X63X63X63X41.5X34X4(A2)**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Bracing(a) Continuous lateral restraint equally spaced onmember.PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.00 19.67 BC 100 0.15 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 1411 /- /- /799 /360 /251I 1411 /- /- /799 /360 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.7I Brg Width = 3.5 Min Req = 1.7Bearings B & I are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 982 -2392C - D 841 -1768D - E 869 -1727E - F 857 -1485Chords Tens. Comp.F - G 866 -1720G - H 838 -1761H - I 982 -2392I - J 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - P 2053 -750P - O 2051 -751O - N 2051 -751N - M 1483 -474Chords Tens. Comp.M - L 2051 -747L - K 2051 -747K - I 2053 -746Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.P - C 268 0C - N 317 -649E - N 421 -107E - M 151 -147Webs Tens. Comp.M - F 423 -130M - H 318 -652H - K 269 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: h/2 to hC&C Dist a: 3.47 ftLoc. from endwall: not in 9.00 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.128 N 999 360VERT(CL): 0.240 N 999 240HORZ(LL): 0.057 K - -HORZ(TL): 0.108 K - -Creep Factor: 2.0Max TC CSI: 0.634Max BC CSI: 0.966Max Web CSI: 0.248Wgt: 180.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA05Truss TypeHIPSQty2Ply1249304/22/202134'8"15'4'8"15'1'5-9/16"1'5-9/16"4-3/16"7'10-3/16" 8'5-15/16"(a)(a)ABCDE FGHIJKLMNOP6124X4(A2)1.5X33X43X63X65X63X43X85X63X63X63X41.5X34X4(A2)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP M-30; T2 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Bracing(a) Continuous lateral restraint equally spaced onmember.Plating Notes(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 101 0.15 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 1411 /- /- /795 /348 /280H 1411 /- /- /795 /348 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.7H Brg Width = 3.5 Min Req = 1.7Bearings B & H are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 774 -2340C - D 614 -1609D - E 654 -1600Chords Tens. Comp.E - F 654 -1600F - G 614 -1609G - H 774 -2340H - I 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - N 1995 -549N - M 1992 -550M - L 1992 -550Chords Tens. Comp.L - K 1992 -546K - J 1992 -546J - H 1995 -545Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.N - C 306 0C - L 375 -754E - L 834 -269Webs Tens. Comp.L - G 375 -754G - J 306 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: h/2 to hC&C Dist a: 3.47 ftLoc. from endwall: not in 9.00 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.118 L 999 360VERT(CL): 0.223 L 999 240HORZ(LL): 0.057 J - -HORZ(TL): 0.108 J - -Creep Factor: 2.0Max TC CSI: 0.643Max BC CSI: 0.987Max Web CSI: 0.391Wgt: 168.0 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA06Truss TypeHIPSQty2Ply1249404/22/202134'8"17'8"17'1'5-9/16"1'5-9/16"4-3/16"8'10-3/16" 9'5-15/16"(a)(a)ABCDEFGHIJKLMN6124X4(A2)1.5X33X4(**)4X63X66X63X83X64X63X4(**)1.5X34X4(A2)**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP M-30; T2 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Bracing(a) Continuous lateral restraint equally spaced onmember.Plating Notes(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 101 0.15 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 1411 /- /- /795 /348 /280H 1411 /- /- /795 /348 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.7H Brg Width = 3.5 Min Req = 1.7Bearings B & H are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 774 -2340C - D 614 -1609D - E 654 -1600Chords Tens. Comp.E - F 654 -1600F - G 614 -1609G - H 774 -2340H - I 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - N 1995 -549N - M 1992 -550M - L 1992 -550Chords Tens. Comp.L - K 1992 -546K - J 1992 -546J - H 1995 -545Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.N - C 306 0C - L 375 -754E - L 834 -269Webs Tens. Comp.L - G 375 -754G - J 306 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: h/2 to hC&C Dist a: 3.47 ftLoc. from endwall: not in 9.00 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.118 L 999 360VERT(CL): 0.223 L 999 240HORZ(LL): 0.057 J - -HORZ(TL): 0.108 J - -Creep Factor: 2.0Max TC CSI: 0.643Max BC CSI: 0.987Max Web CSI: 0.391Wgt: 168.0 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA06Truss TypeHIPSQty2Ply1249404/22/202134'8"17'8"17'1'5-9/16"1'5-9/16"4-3/16"8'10-3/16" 9'5-15/16"(a)(a)ABCDEFGHIJKLMN6124X4(A2)1.5X33X4(**)4X63X66X63X83X64X63X4(**)1.5X34X4(A2)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP M-30; T2,T3 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Bracing(a) Continuous lateral restraint equally spaced onmember.Plating Notes(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 99 0.15 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 1411 /- /- /794 /358 /284H 1411 /- /- /794 /358 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.7H Brg Width = 3.5 Min Req = 1.7Bearings B & H are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 798 -2340C - D 638 -1608D - E 678 -1600Chords Tens. Comp.E - F 679 -1563F - G 645 -1609G - H 800 -2342H - I 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - N 1995 -567N - M 1992 -569M - L 1992 -569Chords Tens. Comp.L - K 1995 -567K - J 1995 -567J - H 1998 -566Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.N - C 306 0C - L 371 -755E - L 837 -269Webs Tens. Comp.L - G 374 -758G - J 306 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: h/2 to hC&C Dist a: 3.47 ftLoc. from endwall: not in 9.00 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.118 L 999 360VERT(CL): 0.222 L 999 240HORZ(LL): 0.057 J - -HORZ(TL): 0.108 J - -Creep Factor: 2.0Max TC CSI: 0.644Max BC CSI: 0.982Max Web CSI: 0.391Wgt: 168.0 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA07Truss TypeCOMNQty1Ply1249504/22/202134'8"17'4"17'4"1'5-9/16"1'5-9/16"4-3/16"9'0-3/16" 9'7-15/16"(a)(a)ABCDEFGHIJKLMN6124X4(A2)1.5X33X4(**)4X63X65X63X83X63X63X41.5X34X4(A2)**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP M-30; T2,T3 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Bracing(a) Continuous lateral restraint equally spaced onmember.Plating Notes(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 99 0.15 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 1411 /- /- /794 /358 /284H 1411 /- /- /794 /358 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.7H Brg Width = 3.5 Min Req = 1.7Bearings B & H are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 798 -2340C - D 638 -1608D - E 678 -1600Chords Tens. Comp.E - F 679 -1563F - G 645 -1609G - H 800 -2342H - I 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - N 1995 -567N - M 1992 -569M - L 1992 -569Chords Tens. Comp.L - K 1995 -567K - J 1995 -567J - H 1998 -566Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.N - C 306 0C - L 371 -755E - L 837 -269Webs Tens. Comp.L - G 374 -758G - J 306 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: h/2 to hC&C Dist a: 3.47 ftLoc. from endwall: not in 9.00 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.118 L 999 360VERT(CL): 0.222 L 999 240HORZ(LL): 0.057 J - -HORZ(TL): 0.108 J - -Creep Factor: 2.0Max TC CSI: 0.644Max BC CSI: 0.982Max Web CSI: 0.391Wgt: 168.0 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA07Truss TypeCOMNQty1Ply1249504/22/202134'8"17'4"17'4"1'5-9/16"1'5-9/16"4-3/16"9'0-3/16" 9'7-15/16"(a)(a)ABCDEFGHIJKLMN6124X4(A2)1.5X33X4(**)4X63X65X63X83X63X63X41.5X34X4(A2)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP M-30; T3 2x4 SP #2;Bot chord: 2x4 SP M-30; B3 2x4 SP #2;Webs: 2x4 SP #3; W6 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 23.67 BC 74 0.15 11.12 BC 76 11.12 18.65 BC 98 18.73 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 1414 /- /- /793 /553 /195H 1411 /- /- /794 /553 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.6H Brg Width = 3.5 Min Req = 1.7Bearings B & H are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 2336 -4419C - D 2128 -3931D - E 2011 -3527Chords Tens. Comp.E - F 2506 -4241F - G 1211 -2062G - H 1336 -2425H - I 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - N 4001 -2026N - L 4271 -2224M - K 25 -17Chords Tens. Comp.K - J 25 -17J - H 2106 -1080Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.C - N 364 -397D - N 1286 -538N - E 659 -795E - L 245 -116L - M 27 -1Webs Tens. Comp.L - J 2014 -956L - F 2811 -1587J - F 458 -729J - G 285 -376Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.47 ftLoc. from endwall: not in 9.00 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVE, HSDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.393 E 999 360VERT(CL): 0.742 E 556 240HORZ(LL): 0.236 J - -HORZ(TL): 0.444 J - -Creep Factor: 2.0Max TC CSI: 0.614Max BC CSI: 0.969Max Web CSI: 0.961Wgt: 176.4 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA08Truss TypeHIPSQty1Ply1249604/22/202134'8"11'12'8"11'11'1-1/2"7'5-1/2"16'1"1'5-9/16"1'5-9/16"4-3/16"2'8-1/2" 5'10-3/16" 6'5-15/16"ABCD E FGHIJKLMN6123123X8(A1)1.5X35X65X10(SRS)3X4H07141.5X33X64X105X101.5X34X4(A2)**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP M-30; T3 2x4 SP #2;Bot chord: 2x4 SP M-30; B3 2x4 SP #2;Webs: 2x4 SP #3; W6 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 23.67 BC 74 0.15 11.12 BC 76 11.12 18.65 BC 98 18.73 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 1414 /- /- /793 /553 /195H 1411 /- /- /794 /553 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.6H Brg Width = 3.5 Min Req = 1.7Bearings B & H are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 2336 -4419C - D 2128 -3931D - E 2011 -3527Chords Tens. Comp.E - F 2506 -4241F - G 1211 -2062G - H 1336 -2425H - I 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - N 4001 -2026N - L 4271 -2224M - K 25 -17Chords Tens. Comp.K - J 25 -17J - H 2106 -1080Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.C - N 364 -397D - N 1286 -538N - E 659 -795E - L 245 -116L - M 27 -1Webs Tens. Comp.L - J 2014 -956L - F 2811 -1587J - F 458 -729J - G 285 -376Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.47 ftLoc. from endwall: not in 9.00 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVE, HSDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.393 E 999 360VERT(CL): 0.742 E 556 240HORZ(LL): 0.236 J - -HORZ(TL): 0.444 J - -Creep Factor: 2.0Max TC CSI: 0.614Max BC CSI: 0.969Max Web CSI: 0.961Wgt: 176.4 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA08Truss TypeHIPSQty1Ply1249604/22/202134'8"11'12'8"11'11'1-1/2"7'5-1/2"16'1"1'5-9/16"1'5-9/16"4-3/16"2'8-1/2" 5'10-3/16" 6'5-15/16"ABCD E FGHIJKLMN6123123X8(A1)1.5X35X65X10(SRS)3X4H07141.5X33X64X105X101.5X34X4(A2)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP M-30; T2 2x4 SP #2;Bot chord: 2x4 SP M-30; B3,B4 2x4 SP #2;Webs: 2x4 SP #3; W7 2x4 SP #2;Bracing(a) Continuous lateral restraint equally spaced onmember.PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.00 25.67 BC 77 0.15 9.12 BC 73 9.12 18.73 BC 78 18.73 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 1414 /- /- /784 /556 /167H 1411 /- /- /785 /555 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.6H Brg Width = 3.5 Min Req = 1.7Bearings B & H are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 2467 -4266C - D 2337 -3782D - E 3272 -5118Chords Tens. Comp.E - F 3272 -5118F - G 3241 -5063G - H 1395 -2326H - I 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - O 3832 -2114O - N 4611 -2682N - L 4614 -2684Chords Tens. Comp.M - K 63 -37K - J 63 -37J - H 1979 -1093Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.C - O 1432 -748O - D 777 -926D - N 122 -80D - L 555 -418F - L 384 -334Webs Tens. Comp.L - M 81 0L - J 1997 -1092L - G 3268 -2078J - G 432 -529Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.47 ftLoc. from endwall: not in 9.00 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.509 F 811 360VERT(CL): 0.958 F 430 240HORZ(LL): 0.258 J - -HORZ(TL): 0.486 J - -Creep Factor: 2.0Max TC CSI: 0.908Max BC CSI: 0.997Max Web CSI: 0.999Wgt: 166.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA09Truss TypeHIPSQty1Ply1249704/22/202134'8"9'16'8"9'9'1-1/2"9'5-1/2"16'1"1'5-9/16"1'5-9/16"4-3/16"2'2-1/2"4'10-3/16" 5'5-15/16"(a)(a)ABC D E F GHIJKLMNO6123123X8(A1)5X65X10(SRS)3X81.5X33X61.5X36X101.5X43X63X86X124X4(A2)**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP M-30; T2 2x4 SP #2;Bot chord: 2x4 SP M-30; B3,B4 2x4 SP #2;Webs: 2x4 SP #3; W7 2x4 SP #2;Bracing(a) Continuous lateral restraint equally spaced onmember.PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.00 25.67 BC 77 0.15 9.12 BC 73 9.12 18.73 BC 78 18.73 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 1414 /- /- /784 /556 /167H 1411 /- /- /785 /555 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.6H Brg Width = 3.5 Min Req = 1.7Bearings B & H are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 2467 -4266C - D 2337 -3782D - E 3272 -5118Chords Tens. Comp.E - F 3272 -5118F - G 3241 -5063G - H 1395 -2326H - I 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - O 3832 -2114O - N 4611 -2682N - L 4614 -2684Chords Tens. Comp.M - K 63 -37K - J 63 -37J - H 1979 -1093Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.C - O 1432 -748O - D 777 -926D - N 122 -80D - L 555 -418F - L 384 -334Webs Tens. Comp.L - M 81 0L - J 1997 -1092L - G 3268 -2078J - G 432 -529Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.47 ftLoc. from endwall: not in 9.00 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.509 F 811 360VERT(CL): 0.958 F 430 240HORZ(LL): 0.258 J - -HORZ(TL): 0.486 J - -Creep Factor: 2.0Max TC CSI: 0.908Max BC CSI: 0.997Max Web CSI: 0.999Wgt: 166.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA09Truss TypeHIPSQty1Ply1249704/22/202134'8"9'16'8"9'9'1-1/2"9'5-1/2"16'1"1'5-9/16"1'5-9/16"4-3/16"2'2-1/2"4'10-3/16" 5'5-15/16"(a)(a)ABC D E F GHIJKLMNO6123123X8(A1)5X65X10(SRS)3X81.5X33X61.5X36X101.5X43X63X86X124X4(A2)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x6 SP 2400f-2.0E; T1 2x4 SP M-30;T4 2x4 SP #2;Bot chord: 2x4 :SP 2400f-2.0E + SP M-31:; B3,B4 2x4 SP #2;Webs: 2x4 SP #3; W5,W6 2x4 SP #2;W7 2x4 SP M-30;Bracing(a) Continuous lateral restraint equally spaced onmember.NailnoteNail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.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 27.67 TC: From 62 plf at 27.67 to 62 plf at 36.13 BC: From 14 plf at 0.00 to 14 plf at 7.26 BC: From 7 plf at 7.26 to 7 plf at 27.64 BC: From 14 plf at 27.64 to 14 plf at 34.67 TC: 208 lb Conc. Load at 7.03 TC: 187 lb Conc. Load at 9.06,11.06,13.06,15.0617.06,17.60 TC: 189 lb Conc. Load at 19.60,21.60,23.60,25.60 TC: 265 lb Conc. Load at 27.64 BC: 503 lb Conc. Load at 7.03 BC: 109 lb Conc. Load at 9.06,11.06,13.06,15.0617.06,17.60,19.60,21.60,23.60,25.60 BC: 432 lb Conc. Load at 27.64PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.00 27.67 BC 83 0.15 7.26 BC 67 7.26 18.73 BC 90 18.73 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads and reactions based on MWFRS.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 3210 /- /- /- /1502 /-I 3200 /- /- /- /1505 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.5I Brg Width = 3.5 Min Req = 1.9Bearings B & I are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 20 -11B - C 2781 -5884C - D 2611 -5555D - E 2611 -5555E - F 4620 -9629Chords Tens. Comp.F - G 4560 -9495G - H 1874 -3935H - I 1495 -3154I - J 20 -11Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - P 5418 -2544P - O 8136 -3879O - M 8144 -3882Chords Tens. Comp.N - L 120 -58L - K 2767 -1311K - I 2778 -1312Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.C - P 2366 -1052P - E 1326 -2699E - O 151 -66E - M 1545 -766F - M 201 -205M - N 52 0Webs Tens. Comp.M - G 5851 -2823M - L 4342 -2071G - L 1305 -2538L - H 1439 -694H - K 247 -30Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 0.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.47 ftLoc. from endwall: not in 4.50 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: NoFT/RT:10(0)/10(10)Plate Type(s):WAVE, HSDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.802 F 514 360VERT(CL): 1.490 F 276 240HORZ(LL): 0.352 K - -HORZ(TL): 0.655 K - -Creep Factor: 2.0Max TC CSI: 0.830Max BC CSI: 0.994Max Web CSI: 0.980Wgt: 368.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA10Truss TypeHIPSQty1Ply2251704/22/202134'8"7'20'8"7'7'3-1/8"11'3-7/8"16'1"1'5-9/16"1'5-9/16"4-3/16"1'8-7/8"3'10-3/16" 4'5-15/16"(a)ABC D E F G HIJKLMNOP6123124X10(F1)7X10H0714(SRS)4X64X101.5X31.5X3H13191.5X35X106X105X61.5X34X6(A2)7'0-3/8"503#208#2'0-3/8"109#187#2'109#187#2'109#187#2'109#187#2'109#187#6-1/2"109#187#2'109#189#2'109#189#2'109#189#2'109#189#2'0-3/8"432#265#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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x6 SP 2400f-2.0E; T1 2x4 SP M-30;T4 2x4 SP #2;Bot chord: 2x4 :SP 2400f-2.0E + SP M-31:; B3,B4 2x4 SP #2;Webs: 2x4 SP #3; W5,W6 2x4 SP #2;W7 2x4 SP M-30;Bracing(a) Continuous lateral restraint equally spaced onmember.NailnoteNail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.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 27.67 TC: From 62 plf at 27.67 to 62 plf at 36.13 BC: From 14 plf at 0.00 to 14 plf at 7.26 BC: From 7 plf at 7.26 to 7 plf at 27.64 BC: From 14 plf at 27.64 to 14 plf at 34.67 TC: 208 lb Conc. Load at 7.03 TC: 187 lb Conc. Load at 9.06,11.06,13.06,15.0617.06,17.60 TC: 189 lb Conc. Load at 19.60,21.60,23.60,25.60 TC: 265 lb Conc. Load at 27.64 BC: 503 lb Conc. Load at 7.03 BC: 109 lb Conc. Load at 9.06,11.06,13.06,15.0617.06,17.60,19.60,21.60,23.60,25.60 BC: 432 lb Conc. Load at 27.64PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.00 27.67 BC 83 0.15 7.26 BC 67 7.26 18.73 BC 90 18.73 34.52Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads and reactions based on MWFRS.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 3210 /- /- /- /1502 /-I 3200 /- /- /- /1505 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.5I Brg Width = 3.5 Min Req = 1.9Bearings B & I are a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 20 -11B - C 2781 -5884C - D 2611 -5555D - E 2611 -5555E - F 4620 -9629Chords Tens. Comp.F - G 4560 -9495G - H 1874 -3935H - I 1495 -3154I - J 20 -11Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - P 5418 -2544P - O 8136 -3879O - M 8144 -3882Chords Tens. Comp.N - L 120 -58L - K 2767 -1311K - I 2778 -1312Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.C - P 2366 -1052P - E 1326 -2699E - O 151 -66E - M 1545 -766F - M 201 -205M - N 52 0Webs Tens. Comp.M - G 5851 -2823M - L 4342 -2071G - L 1305 -2538L - H 1439 -694H - K 247 -30Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 0.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.47 ftLoc. from endwall: not in 4.50 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: NoFT/RT:10(0)/10(10)Plate Type(s):WAVE, HSDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.802 F 514 360VERT(CL): 1.490 F 276 240HORZ(LL): 0.352 K - -HORZ(TL): 0.655 K - -Creep Factor: 2.0Max TC CSI: 0.830Max BC CSI: 0.994Max Web CSI: 0.980Wgt: 368.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussA10Truss TypeHIPSQty1Ply2251704/22/202134'8"7'20'8"7'7'3-1/8"11'3-7/8"16'1"1'5-9/16"1'5-9/16"4-3/16"1'8-7/8"3'10-3/16" 4'5-15/16"(a)ABC D E F G HIJKLMNOP6123124X10(F1)7X10H0714(SRS)4X64X101.5X31.5X3H13191.5X35X106X105X61.5X34X6(A2)7'0-3/8"503#208#2'0-3/8"109#187#2'109#187#2'109#187#2'109#187#2'109#187#6-1/2"109#187#2'109#189#2'109#189#2'109#189#2'109#189#2'0-3/8"432#265#7'0-3/8"Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Plating NotesAll plates are 1.5X3 except as noted.PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 6.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Additional NotesSee A1 Std Detail for gable wind bracing and otherrequirements.Maximum Reactions (lbs), or *=PLFGravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLF* 101 /- /- /46 /46 /13Wind reactions based on MWFRSF Brg Width = 84.0 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 0B - C 31 -23C - D 81 -9Chords Tens. Comp.D - E 79 -21E - F 31 -31F - G 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - J 175 -38J - I 184 -40Chords Tens. Comp.I - H 184 -40H - F 172 -40Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.C - J 199 -83D - I 80 -106Gables Tens. Comp.H - E 198 -83Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.001 H 999 360VERT(CL): 0.001 H 999 240HORZ(LL): -0.000 H - -HORZ(TL): 0.001 H - -Creep Factor: 2.0Max TC CSI: 0.255Max BC CSI: 0.050Max Web CSI: 0.051Wgt: 32.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussB02Truss TypeGABLQty1Ply1249804/22/20217'SEAT PLATE REQ.3'6"3'6"1'5-9/16"1'5-9/16"4-3/16"2'1-3/16" 2'8-15/16"ABCDEFGHIJ6122X4(A1)4X42X4(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Plating NotesAll plates are 1.5X3 except as noted.PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 6.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Additional NotesSee A1 Std Detail for gable wind bracing and otherrequirements.Maximum Reactions (lbs), or *=PLFGravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLF* 101 /- /- /46 /46 /13Wind reactions based on MWFRSF Brg Width = 84.0 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 0B - C 31 -23C - D 81 -9Chords Tens. Comp.D - E 79 -21E - F 31 -31F - G 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - J 175 -38J - I 184 -40Chords Tens. Comp.I - H 184 -40H - F 172 -40Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.C - J 199 -83D - I 80 -106Gables Tens. Comp.H - E 198 -83Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.001 H 999 360VERT(CL): 0.001 H 999 240HORZ(LL): -0.000 H - -HORZ(TL): 0.001 H - -Creep Factor: 2.0Max TC CSI: 0.255Max BC CSI: 0.050Max Web CSI: 0.051Wgt: 32.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussB02Truss TypeGABLQty1Ply1249804/22/20217'SEAT PLATE REQ.3'6"3'6"1'5-9/16"1'5-9/16"4-3/16"2'1-3/16" 2'8-15/16"ABCDEFGHIJ6122X4(A1)4X42X4(A1)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 80 0.15 6.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Left bottom chord exposed to wind.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 354 /- /- /308 /146 /88D 354 /- /- /211 /136 /-Wind reactions based on MWFRSB Brg Width = 8.0 Min Req = 1.5D Brg Width = 8.0 Min Req = 1.5Bearings B & D are a rigid surface.Bearings B & D require a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 374 -266Chords Tens. Comp.C - D 359 -266D - E 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 203 -127Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.008 999 360VERT(CL): 0.010 999 240HORZ(LL): -0.005 - -HORZ(TL): 0.006 - -Creep Factor: 2.0Max TC CSI: 0.280Max BC CSI: 0.288Max Web CSI: 0.000Wgt: 26.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussB03Truss TypeCOMNQty1Ply1249904/22/20217'SEAT PLATE REQ.SEAT PLATE REQ.3'6"3'6"1'5-9/16"1'5-9/16"4-3/16"2'1-3/16" 2'8-15/16"ABCDE6122X4(A1)3X42X4(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 80 0.15 6.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Left bottom chord exposed to wind.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 354 /- /- /308 /146 /88D 354 /- /- /211 /136 /-Wind reactions based on MWFRSB Brg Width = 8.0 Min Req = 1.5D Brg Width = 8.0 Min Req = 1.5Bearings B & D are a rigid surface.Bearings B & D require a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 374 -266Chords Tens. Comp.C - D 359 -266D - E 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 203 -127Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.008 999 360VERT(CL): 0.010 999 240HORZ(LL): -0.005 - -HORZ(TL): 0.006 - -Creep Factor: 2.0Max TC CSI: 0.280Max BC CSI: 0.288Max Web CSI: 0.000Wgt: 26.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussB03Truss TypeCOMNQty1Ply1249904/22/20217'SEAT PLATE REQ.SEAT PLATE REQ.3'6"3'6"1'5-9/16"1'5-9/16"4-3/16"2'1-3/16" 2'8-15/16"ABCDE6122X4(A1)3X42X4(A1)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 :SP 2400f-2.0E + SP M-31:;Webs: 2x4 SP #3; W1 2x6 SP #2; W2,W6 2x4 SP #2;NailnoteNail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 6.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Special Loads------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.00 to 50 plf at 11.97 TC: From 100 plf at 11.97 to 100 plf at 15.61 BC: From 5 plf at 0.00 to 5 plf at 11.97 BC: From 10 plf at 11.97 to 10 plf at 15.61 BC: 536 lb Conc. Load at 1.97, 3.97, 5.97, 7.97 9.97,11.97PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.14 15.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.The TC of this truss shall be braced with attached spansat 24" oc in lieu of structural sheathing.Additional NotesTruss must be installed as shown with top chord up.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLL 2234 /- /- /- /- /-G 2042 /- /- /- /- /-L Brg Width = 7.5 Min Req = 1.5G Brg Width = 3.5 Min Req = 1.5Bearings L & G are a rigid surface.Bearing L requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 0 -2885B - C 0 -2885C - D 0 -4544Chords Tens. Comp.D - E 0 -3432E - F 0 -3432Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.L - K 86 0K - J 4479 0J - I 4544 0Chords Tens. Comp.I - H 4498 0H - G 105 0Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.A - L 0 -1010A - K 2953 0B - K 0 -7K - C 0 -1703C - J 455 0Webs Tens. Comp.I - D 318 0D - H 0 -1112E - H 0 -136H - F 3437 0F - G 0 -983Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: NoFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.341 I 549 360VERT(CL): 0.469 I 399 240HORZ(LL): 0.049 A - -HORZ(TL): 0.067 A - -Creep Factor: 2.0Max TC CSI: 0.706Max BC CSI: 0.960Max Web CSI: 0.970Wgt: 148.4 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFG01Truss TypeFLATQty1Ply2250304/22/202115'9"SEAT PLATE REQ.1-5/8"15'7-3/8"1'3-5/8"A B C D E FGHIJKL3X103X41.5X35X144X41.5X41.5X33X41.5X37X107X63X32'1-1/4"536#2'536#2'536#2'536#2'536#2'536#3'7-3/4"**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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 :SP 2400f-2.0E + SP M-31:;Webs: 2x4 SP #3; W1 2x6 SP #2; W2,W6 2x4 SP #2;NailnoteNail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 6.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Special Loads------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.00 to 50 plf at 11.97 TC: From 100 plf at 11.97 to 100 plf at 15.61 BC: From 5 plf at 0.00 to 5 plf at 11.97 BC: From 10 plf at 11.97 to 10 plf at 15.61 BC: 536 lb Conc. Load at 1.97, 3.97, 5.97, 7.97 9.97,11.97PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.14 15.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.The TC of this truss shall be braced with attached spansat 24" oc in lieu of structural sheathing.Additional NotesTruss must be installed as shown with top chord up.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLL 2234 /- /- /- /- /-G 2042 /- /- /- /- /-L Brg Width = 7.5 Min Req = 1.5G Brg Width = 3.5 Min Req = 1.5Bearings L & G are a rigid surface.Bearing L requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 0 -2885B - C 0 -2885C - D 0 -4544Chords Tens. Comp.D - E 0 -3432E - F 0 -3432Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.L - K 86 0K - J 4479 0J - I 4544 0Chords Tens. Comp.I - H 4498 0H - G 105 0Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.A - L 0 -1010A - K 2953 0B - K 0 -7K - C 0 -1703C - J 455 0Webs Tens. Comp.I - D 318 0D - H 0 -1112E - H 0 -136H - F 3437 0F - G 0 -983Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: NoFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.341 I 549 360VERT(CL): 0.469 I 399 240HORZ(LL): 0.049 A - -HORZ(TL): 0.067 A - -Creep Factor: 2.0Max TC CSI: 0.706Max BC CSI: 0.960Max Web CSI: 0.970Wgt: 148.4 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFG01Truss TypeFLATQty1Ply2250304/22/202115'9"SEAT PLATE REQ.1-5/8"15'7-3/8"1'3-5/8"A B C D E FGHIJKL3X103X41.5X35X144X41.5X41.5X33X41.5X37X107X63X32'1-1/4"536#2'536#2'536#2'536#2'536#2'536#3'7-3/4"Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; W1 2x6 SP #2; W2,W6 2x4 SP #2;NailnoteNail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 6.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.(1) 1/2" bolts may be used for(2) 0.131"x3", min. nails onThe Bottom Chord Only.Special Loads------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.00 to 50 plf at 11.59 BC: From 5 plf at 0.00 to 5 plf at 11.59 BC: 836 lb Conc. Load at 2.02, 4.02, 6.02, 8.0210.02,11.31PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.12 11.72Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.The TC of this truss shall be braced with attached spansat 24" oc in lieu of structural sheathing.Additional NotesTruss must be installed as shown with top chord up.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLL 2349 /- /- /- /- /-G 3307 /- /- /- /- /-L Brg Width = 7.5 Min Req = 1.5G Brg Width = 5.5 Min Req = 1.5Bearings L & G are a rigid surface.Bearing L requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 0 -3004B - C 0 -3738C - D 0 -3732Chords Tens. Comp.D - E 0 -3707E - F 0 -2136Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.L - K 85 0K - J 3101 0J - I 3732 0Chords Tens. Comp.I - H 2409 0H - G 46 0Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.A - L 0 -976A - K 3060 0K - B 0 -322B - J 675 0J - C 37 0Webs Tens. Comp.D - I 0 -160I - E 1579 0E - H 0 -910H - F 2353 0F - G 0 -1134Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: NoFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.167 J 833 360VERT(CL): 0.229 J 606 240HORZ(LL): 0.027 A - -HORZ(TL): 0.037 A - -Creep Factor: 2.0Max TC CSI: 0.689Max BC CSI: 0.559Max Web CSI: 0.863Wgt: 131.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFG02Truss TypeFLATQty1Ply2250904/22/202111'10-1/8"SEAT PLATE REQ.11'10-1/8"11'7-1/8"1'3-5/8"A B C D E FGHIJKL6X63X46X63X43X41.5X31.5X34X64X63X105X63X42'1-3/4"836#2'836#2'836#2'836#2'836#1'3-1/2"836#3-3/8"**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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; W1 2x6 SP #2; W2,W6 2x4 SP #2;NailnoteNail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 6.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.(1) 1/2" bolts may be used for(2) 0.131"x3", min. nails onThe Bottom Chord Only.Special Loads------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.00 to 50 plf at 11.59 BC: From 5 plf at 0.00 to 5 plf at 11.59 BC: 836 lb Conc. Load at 2.02, 4.02, 6.02, 8.0210.02,11.31PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.12 11.72Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.The TC of this truss shall be braced with attached spansat 24" oc in lieu of structural sheathing.Additional NotesTruss must be installed as shown with top chord up.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLL 2349 /- /- /- /- /-G 3307 /- /- /- /- /-L Brg Width = 7.5 Min Req = 1.5G Brg Width = 5.5 Min Req = 1.5Bearings L & G are a rigid surface.Bearing L requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 0 -3004B - C 0 -3738C - D 0 -3732Chords Tens. Comp.D - E 0 -3707E - F 0 -2136Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.L - K 85 0K - J 3101 0J - I 3732 0Chords Tens. Comp.I - H 2409 0H - G 46 0Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.A - L 0 -976A - K 3060 0K - B 0 -322B - J 675 0J - C 37 0Webs Tens. Comp.D - I 0 -160I - E 1579 0E - H 0 -910H - F 2353 0F - G 0 -1134Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: NoFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.167 J 833 360VERT(CL): 0.229 J 606 240HORZ(LL): 0.027 A - -HORZ(TL): 0.037 A - -Creep Factor: 2.0Max TC CSI: 0.689Max BC CSI: 0.559Max Web CSI: 0.863Wgt: 131.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFG02Truss TypeFLATQty1Ply2250904/22/202111'10-1/8"SEAT PLATE REQ.11'10-1/8"11'7-1/8"1'3-5/8"A B C D E FGHIJKL6X63X46X63X43X41.5X31.5X34X64X63X105X63X42'1-3/4"836#2'836#2'836#2'836#2'836#1'3-1/2"836#3-3/8"Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 4x2 SP M-30;Bot chord: 4x2 SP M-30;Webs: 4x2 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 14.80Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Additional NotesSee detail STRBRIBR1014 for bracing and bridgingrecommendations.Truss must be installed as shown with top chord up.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLM 814 /- /- /- /- /-I 808 /- /- /- /- /-M Brg Width = 7.5 Min Req = 1.5I Brg Width = 3.5 Min Req = 1.5Bearings M & I are a rigid surface.Bearing M requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 1 0B - C 0 -2303C - D 0 -2320Chords Tens. Comp.D - E 0 -2316E - F 0 -1487F - G 0 -1487Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.M - L 1403 0L - K 2320 0Chords Tens. Comp.K - J 2232 0J - I 0 -2Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.N - O 0 -4A - M 0 -116M - B 0 -1559B - L 1013 0L - C 0 -338D - K 0 -127K - E 400 -137Webs Tens. Comp.E - J 0 -823F - J 0 -274J - G 1638 0G - H 0 -796I - H 0 -11H - I 0 -801Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.249 D 702 360VERT(CL): 0.345 D 506 240HORZ(LL): 0.022 J - -HORZ(TL): 0.030 J - -Creep Factor: 2.0Max TC CSI: 0.548Max BC CSI: 0.580Max Web CSI: 0.780Wgt: 82.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFL02Truss TypeSY42Qty11Ply1257704/22/20215'3"6'11-7/8"14'11-7/8"3-5/8"3-5/8"1'4"3-5/8"1'7-3/8"2'6"(TYP)14'11-7/8"SEAT PLATE REQ.A B C D E F GHIJKLMNO1.5X3(R)1.5X3(R)1.5X33X63X63X61.5X31.5X33X33X41.5X33X123X62X4(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 4x2 SP M-30;Bot chord: 4x2 SP M-30;Webs: 4x2 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 14.80Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Additional NotesSee detail STRBRIBR1014 for bracing and bridgingrecommendations.Truss must be installed as shown with top chord up.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLM 814 /- /- /- /- /-I 808 /- /- /- /- /-M Brg Width = 7.5 Min Req = 1.5I Brg Width = 3.5 Min Req = 1.5Bearings M & I are a rigid surface.Bearing M requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 1 0B - C 0 -2303C - D 0 -2320Chords Tens. Comp.D - E 0 -2316E - F 0 -1487F - G 0 -1487Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.M - L 1403 0L - K 2320 0Chords Tens. Comp.K - J 2232 0J - I 0 -2Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.N - O 0 -4A - M 0 -116M - B 0 -1559B - L 1013 0L - C 0 -338D - K 0 -127K - E 400 -137Webs Tens. Comp.E - J 0 -823F - J 0 -274J - G 1638 0G - H 0 -796I - H 0 -11H - I 0 -801Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.249 D 702 360VERT(CL): 0.345 D 506 240HORZ(LL): 0.022 J - -HORZ(TL): 0.030 J - -Creep Factor: 2.0Max TC CSI: 0.548Max BC CSI: 0.580Max Web CSI: 0.780Wgt: 82.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFL02Truss TypeSY42Qty11Ply1257704/22/20215'3"6'11-7/8"14'11-7/8"3-5/8"3-5/8"1'4"3-5/8"1'7-3/8"2'6"(TYP)14'11-7/8"SEAT PLATE REQ.A B C D E F GHIJKLMNO1.5X3(R)1.5X3(R)1.5X33X63X63X61.5X31.5X33X33X41.5X33X123X62X4(R)1.5X3(R)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;BracingSheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer.Plating NotesAll plates are 1.5X3 except as noted.PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 14.74Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Additional NotesTruss must be installed as shown with top chord up.Maximum Reactions (lbs), or *=PLFGravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLN* 108 /- /- /- /- /-N Brg Width = 179 Min Req = -Bearing Y is a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 1 0B - C 7 0C - D 1 0D - E 1 0E - F 1 0F - G 1 0Chords Tens. Comp.G - H 1 0H - I 1 0I - J 1 0J - K 1 0K - L 1 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.Y - X 0 -1X - W 6 0W - V 0 -1V - U 0 -1U - T 0 -1T - S 0 -1Chords Tens. Comp.S - R 0 -1R - Q 0 -1Q - P 0 -1P - O 0 -1O - N 0 -1Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.Z -AA 0 -3A - Y 0 -52X - C 0 -18Webs Tens. Comp.L - N 0 -66M -AB 0 -3Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.B - X 0 -129C - W 0 -121D - V 0 -138E - U 0 -132F - T 0 -134Gables Tens. Comp.G - S 0 -133H - R 0 -133I - Q 0 -135J - P 0 -128K - O 0 -156Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.000 L 999 360VERT(CL): 0.001 L 999 240HORZ(LL): -0.000 B - -HORZ(TL): 0.000 B - -Creep Factor: 2.0Max TC CSI: 0.117Max BC CSI: 0.012Max Web CSI: 0.036Wgt: 84.0 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFL02GETruss TypeSY42Qty1Ply1247304/22/20211'3-1/4"2'7-1/4"13'3-1/4"14'11-7/8"3-5/8"3-5/8"1'4"3-5/8"3-5/8"1'4"(TYP)14'11-7/8"A B C D E F G H I J K LMNOPQRSTUVWXYZAAAB1.5X3(R)1.5X3(R)3X33X31.5X3(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;BracingSheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer.Plating NotesAll plates are 1.5X3 except as noted.PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 14.74Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Additional NotesTruss must be installed as shown with top chord up.Maximum Reactions (lbs), or *=PLFGravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLN* 108 /- /- /- /- /-N Brg Width = 179 Min Req = -Bearing Y is a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 1 0B - C 7 0C - D 1 0D - E 1 0E - F 1 0F - G 1 0Chords Tens. Comp.G - H 1 0H - I 1 0I - J 1 0J - K 1 0K - L 1 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.Y - X 0 -1X - W 6 0W - V 0 -1V - U 0 -1U - T 0 -1T - S 0 -1Chords Tens. Comp.S - R 0 -1R - Q 0 -1Q - P 0 -1P - O 0 -1O - N 0 -1Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.Z -AA 0 -3A - Y 0 -52X - C 0 -18Webs Tens. Comp.L - N 0 -66M -AB 0 -3Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.B - X 0 -129C - W 0 -121D - V 0 -138E - U 0 -132F - T 0 -134Gables Tens. Comp.G - S 0 -133H - R 0 -133I - Q 0 -135J - P 0 -128K - O 0 -156Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.000 L 999 360VERT(CL): 0.001 L 999 240HORZ(LL): -0.000 B - -HORZ(TL): 0.000 B - -Creep Factor: 2.0Max TC CSI: 0.117Max BC CSI: 0.012Max Web CSI: 0.036Wgt: 84.0 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFL02GETruss TypeSY42Qty1Ply1247304/22/20211'3-1/4"2'7-1/4"13'3-1/4"14'11-7/8"3-5/8"3-5/8"1'4"3-5/8"3-5/8"1'4"(TYP)14'11-7/8"A B C D E F G H I J K LMNOPQRSTUVWXYZAAAB1.5X3(R)1.5X3(R)3X33X31.5X3(R)1.5X3(R)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 4x2 SP M-30;Bot chord: 4x2 SP M-30;Webs: 4x2 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 18.73Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.DeflectionMax JT VERT DEFL: LL: 0.39" DL: 0.20". See detailDEFLCAMB1014 for camber recommendations.Additional Notes+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.Truss must be installed as shown with top chord up.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLP 1030 /- /- /- /- /-K 1024 /- /- /- /- /-P Brg Width = 7.5 Min Req = 1.5K Brg Width = 3.5 Min Req = 1.5Bearings P & K are a rigid surface.Bearing P requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 1 0B - C 0 -3125C - D 0 -3125D - E 0 -3830Chords Tens. Comp.E - F 0 -3826F - G 0 -3161G - H 0 -3161H - I 2 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.P - O 1843 0O - N 3828 0N - M 3830 0Chords Tens. Comp.M - L 3777 0L - K 1884 0Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.Q - R 0 -4A - P 0 -111P - B 0 -2048B - O 1417 0C - O 22 -287O - D 0 -988D - N 128 -60E - M 118 -288Webs Tens. Comp.M - F 474 -248F - L 0 -681G - L 0 -254L - H 1412 0H - K 0 -2083I - J 0 -105K - J 0 -11J - K 0 -114Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.393 E 564 360VERT(CL): 0.502 E 441 240HORZ(LL): 0.049 K - -HORZ(TL): 0.068 K - -Creep Factor: 2.0Max TC CSI: 0.483Max BC CSI: 0.748Max Web CSI: 0.675Wgt: 103.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFL03Truss TypeSY42Qty9Ply1247404/22/20217'10-1/2"10'18'11"3-5/8"3-5/8"1'4"3-5/8"2'2'6"(TYP)18'11"SEAT PLATE REQ.+A B C D E F G H IJKLMNOPQR1.5X3(R)1.5X3(R)1.5X33X63X101.5X33X103X41.5X31.5X33X33X41.5X33X103X101.5X33X81.5X3(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 4x2 SP M-30;Bot chord: 4x2 SP M-30;Webs: 4x2 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 18.73Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.DeflectionMax JT VERT DEFL: LL: 0.39" DL: 0.20". See detailDEFLCAMB1014 for camber recommendations.Additional Notes+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.Truss must be installed as shown with top chord up.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLP 1030 /- /- /- /- /-K 1024 /- /- /- /- /-P Brg Width = 7.5 Min Req = 1.5K Brg Width = 3.5 Min Req = 1.5Bearings P & K are a rigid surface.Bearing P requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 1 0B - C 0 -3125C - D 0 -3125D - E 0 -3830Chords Tens. Comp.E - F 0 -3826F - G 0 -3161G - H 0 -3161H - I 2 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.P - O 1843 0O - N 3828 0N - M 3830 0Chords Tens. Comp.M - L 3777 0L - K 1884 0Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.Q - R 0 -4A - P 0 -111P - B 0 -2048B - O 1417 0C - O 22 -287O - D 0 -988D - N 128 -60E - M 118 -288Webs Tens. Comp.M - F 474 -248F - L 0 -681G - L 0 -254L - H 1412 0H - K 0 -2083I - J 0 -105K - J 0 -11J - K 0 -114Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.393 E 564 360VERT(CL): 0.502 E 441 240HORZ(LL): 0.049 K - -HORZ(TL): 0.068 K - -Creep Factor: 2.0Max TC CSI: 0.483Max BC CSI: 0.748Max Web CSI: 0.675Wgt: 103.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFL03Truss TypeSY42Qty9Ply1247404/22/20217'10-1/2"10'18'11"3-5/8"3-5/8"1'4"3-5/8"2'2'6"(TYP)18'11"SEAT PLATE REQ.+A B C D E F G H IJKLMNOPQR1.5X3(R)1.5X3(R)1.5X33X63X101.5X33X103X41.5X31.5X33X33X41.5X33X103X101.5X33X81.5X3(R)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;BracingSheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer.Plating NotesAll plates are 1.5X3 except as noted.PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 18.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Additional NotesTruss must be installed as shown with top chord up.Maximum Reactions (lbs), or *=PLFGravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLR* 109 /- /- /- /- /-R Brg Width = 226 Min Req = -Bearing AG is a rigid surface.Bearing AG requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 1 0B - C 7 0C - D 3 0D - E 3 0E - F 3 0F - G 3 0G - H 3 0H - I 3 0Chords Tens. Comp.I - J 8 0J - K 1 0K - L 1 0L - M 1 0M - N 1 0N - O 1 0O - P 1 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.AG-AF 0 -1AF-AE 4 0AE-AD 0 -3AD-AC 0 -3AC-AB 0 -3AB-AA 0 -3AA- Z 0 -3Z - Y 0 -3Chords Tens. Comp.Y - X 1 0X - W 0 -1W - V 0 -1V - U 0 -1U - T 0 -1T - S 0 -1S - R 0 -1Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.AH-AI 0 -3A -AG 0 -52AF- C 0 -15Webs Tens. Comp.I - X 0 -12P - R 0 -51Q -AJ 0 -3Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.B -AF 0 -129C -AE 0 -123D -AD 0 -138E -AC 0 -132F -AB 0 -133G -AA 0 -138H - Z 0 -82Gables Tens. Comp.Y - I 0 -65X - J 0 -134K - W 0 -133L - V 0 -133M - U 0 -133N - T 0 -134O - S 0 -134Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.000 P 999 360VERT(CL): 0.000 P 999 240HORZ(LL): 0.000 P - -HORZ(TL): 0.000 P - -Creep Factor: 2.0Max TC CSI: 0.082Max BC CSI: 0.008Max Web CSI: 0.032Wgt: 109.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFL03GETruss TypeSY42Qty1Ply1247504/22/20211'3-1/4"2'7-1/4"9'3-1/4"9'6-1/4"10'10-1/4"17'6-1/4"18'11"3-5/8"3-5/8"1'4"3-5/8"3-5/8"1'4"(TYP)1'4"(TYP)18'11"SEAT PLATE REQ.A B C D E F G H I J K L M N O PQRSTUVWXYZAAABACADAEAFAGAHAIAJ1.5X3(R)1.5X3(R)3X33X33X33X31.5X3(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;BracingSheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer.Plating NotesAll plates are 1.5X3 except as noted.PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 18.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Additional NotesTruss must be installed as shown with top chord up.Maximum Reactions (lbs), or *=PLFGravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLR* 109 /- /- /- /- /-R Brg Width = 226 Min Req = -Bearing AG is a rigid surface.Bearing AG requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 1 0B - C 7 0C - D 3 0D - E 3 0E - F 3 0F - G 3 0G - H 3 0H - I 3 0Chords Tens. Comp.I - J 8 0J - K 1 0K - L 1 0L - M 1 0M - N 1 0N - O 1 0O - P 1 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.AG-AF 0 -1AF-AE 4 0AE-AD 0 -3AD-AC 0 -3AC-AB 0 -3AB-AA 0 -3AA- Z 0 -3Z - Y 0 -3Chords Tens. Comp.Y - X 1 0X - W 0 -1W - V 0 -1V - U 0 -1U - T 0 -1T - S 0 -1S - R 0 -1Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.AH-AI 0 -3A -AG 0 -52AF- C 0 -15Webs Tens. Comp.I - X 0 -12P - R 0 -51Q -AJ 0 -3Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.B -AF 0 -129C -AE 0 -123D -AD 0 -138E -AC 0 -132F -AB 0 -133G -AA 0 -138H - Z 0 -82Gables Tens. Comp.Y - I 0 -65X - J 0 -134K - W 0 -133L - V 0 -133M - U 0 -133N - T 0 -134O - S 0 -134Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.000 P 999 360VERT(CL): 0.000 P 999 240HORZ(LL): 0.000 P - -HORZ(TL): 0.000 P - -Creep Factor: 2.0Max TC CSI: 0.082Max BC CSI: 0.008Max Web CSI: 0.032Wgt: 109.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFL03GETruss TypeSY42Qty1Ply1247504/22/20211'3-1/4"2'7-1/4"9'3-1/4"9'6-1/4"10'10-1/4"17'6-1/4"18'11"3-5/8"3-5/8"1'4"3-5/8"3-5/8"1'4"(TYP)1'4"(TYP)18'11"SEAT PLATE REQ.A B C D E F G H I J K L M N O PQRSTUVWXYZAAABACADAEAFAGAHAIAJ1.5X3(R)1.5X3(R)3X33X33X33X31.5X3(R)1.5X3(R)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 15.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Additional NotesSee detail STRBRIBR1014 for bracing and bridgingrecommendations.Truss must be installed as shown with top chord up.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLN 852 /- /- /- /- /-I 866 /- /- /- /- /-N Brg Width = 7.5 Min Req = 1.5I Brg Width = 3.5 Min Req = 1.5Bearings N & I are a rigid surface.Bearing N requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 1 0B - C 0 -2371C - D 0 -2371D - E 0 -2604Chords Tens. Comp.E - F 0 -2376F - G 0 -2376G - H 3 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.N - M 1482 0M - L 2603 0L - K 2604 0Chords Tens. Comp.K - J 2605 0J - I 1480 0Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.O - P 0 -4A - N 0 -108N - B 0 -1647B - M 983 0C - M 55 -227M - D 28 -559D - L 124 -100Webs Tens. Comp.K - E 97 -106E - J 32 -531F - J 26 -243J - G 990 0G - I 0 -1647I - H 0 -15H - I 0 -113Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.227 K 805 360VERT(CL): 0.295 E 619 240HORZ(LL): 0.034 I - -HORZ(TL): 0.046 I - -Creep Factor: 2.0Max TC CSI: 0.718Max BC CSI: 0.923Max Web CSI: 0.471Wgt: 88.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFL05Truss TypeSY42Qty6Ply1257404/22/20216'7-1/2"8'8-1/2"15'9"3-5/8"3-5/8"1'4"1'11-1/2"2'6"(TYP)15'9"SEAT PLATE REQ.A B C D E F G HIJKLMNOP1.5X3(R)1.5X3(R)1.5X33X64X61.5X33X83X31.5X31.5X33X31.5X33X84X62X43X6**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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 15.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Additional NotesSee detail STRBRIBR1014 for bracing and bridgingrecommendations.Truss must be installed as shown with top chord up.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLN 852 /- /- /- /- /-I 866 /- /- /- /- /-N Brg Width = 7.5 Min Req = 1.5I Brg Width = 3.5 Min Req = 1.5Bearings N & I are a rigid surface.Bearing N requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 1 0B - C 0 -2371C - D 0 -2371D - E 0 -2604Chords Tens. Comp.E - F 0 -2376F - G 0 -2376G - H 3 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.N - M 1482 0M - L 2603 0L - K 2604 0Chords Tens. Comp.K - J 2605 0J - I 1480 0Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.O - P 0 -4A - N 0 -108N - B 0 -1647B - M 983 0C - M 55 -227M - D 28 -559D - L 124 -100Webs Tens. Comp.K - E 97 -106E - J 32 -531F - J 26 -243J - G 990 0G - I 0 -1647I - H 0 -15H - I 0 -113Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.227 K 805 360VERT(CL): 0.295 E 619 240HORZ(LL): 0.034 I - -HORZ(TL): 0.046 I - -Creep Factor: 2.0Max TC CSI: 0.718Max BC CSI: 0.923Max Web CSI: 0.471Wgt: 88.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFL05Truss TypeSY42Qty6Ply1257404/22/20216'7-1/2"8'8-1/2"15'9"3-5/8"3-5/8"1'4"1'11-1/2"2'6"(TYP)15'9"SEAT PLATE REQ.A B C D E F G HIJKLMNOP1.5X3(R)1.5X3(R)1.5X33X64X61.5X33X83X31.5X31.5X33X31.5X33X84X62X43X6Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 117 0.25 10.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Hangers / Ties(J) Hanger Support Required, by othersAdditional NotesTruss must be installed as shown with top chord up.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLI 550 /- /- /- /- /-F 536 /- /- /- /- /-I Brg Width = 7.5 Min Req = 1.5F Brg Width = - Min Req = -Bearing I is a rigid surface.Bearing I requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 1 0B - C 0 -1000Chords Tens. Comp.C - D 0 -996D - E 0 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.I - H 994 0H - G 1000 0Chords Tens. Comp.G - F 881 0Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.J - K 0 -4A - I 24 -105I - B 0 -1105B - H 135 0Webs Tens. Comp.C - G 0 -81G - D 277 0D - F 0 -970E - F 0 -98Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.176 C 663 360VERT(CL): 0.268 C 436 240HORZ(LL): -0.028 D - -HORZ(TL): 0.042 D - -Creep Factor: 2.0Max TC CSI: 0.885Max BC CSI: 0.736Max Web CSI: 0.306Wgt: 53.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFL06Truss TypeSY42Qty6Ply1247704/22/20212'9"4'9"10'3-5/8"3-5/8"1'4"1'10-1/2"2'6"(TYP)10'SEAT PLATE REQ.A B C D EFGHIJK1.5X3(R)1.5X3(R)1.5X33X43X41.5X31.5X33X33X41.5X33X4**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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 117 0.25 10.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Hangers / Ties(J) Hanger Support Required, by othersAdditional NotesTruss must be installed as shown with top chord up.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLI 550 /- /- /- /- /-F 536 /- /- /- /- /-I Brg Width = 7.5 Min Req = 1.5F Brg Width = - Min Req = -Bearing I is a rigid surface.Bearing I requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 1 0B - C 0 -1000Chords Tens. Comp.C - D 0 -996D - E 0 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.I - H 994 0H - G 1000 0Chords Tens. Comp.G - F 881 0Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.J - K 0 -4A - I 24 -105I - B 0 -1105B - H 135 0Webs Tens. Comp.C - G 0 -81G - D 277 0D - F 0 -970E - F 0 -98Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.176 C 663 360VERT(CL): 0.268 C 436 240HORZ(LL): -0.028 D - -HORZ(TL): 0.042 D - -Creep Factor: 2.0Max TC CSI: 0.885Max BC CSI: 0.736Max Web CSI: 0.306Wgt: 53.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFL06Truss TypeSY42Qty6Ply1247704/22/20212'9"4'9"10'3-5/8"3-5/8"1'4"1'10-1/2"2'6"(TYP)10'SEAT PLATE REQ.A B C D EFGHIJK1.5X3(R)1.5X3(R)1.5X33X43X41.5X31.5X33X33X41.5X33X4Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;BracingSheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer.Plating NotesAll plates are 1.5X3 except as noted.PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 114 0.25 9.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Additional NotesTruss must be installed as shown with top chord up.Maximum Reactions (lbs), or *=PLFGravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLH* 109 /- /- /- /- /-H Brg Width = 120 Min Req = -Bearing N is a rigid surface.Bearing N requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 1 0B - C 9 0C - D 3 0Chords Tens. Comp.D - E 3 0E - F 3 0F - G 3 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.N - M 0 -1M - L 7 0L - K 0 -3Chords Tens. Comp.K - J 0 -3J - I 0 -3I - H 0 -3Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.O - P 0 -2A - N 0 -19M - C 0 -19Webs Tens. Comp.H - G 0 -15G - H 0 -17Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.B - M 0 -157C - L 0 -198D - K 0 -201Gables Tens. Comp.E - J 0 -206F - I 0 -165Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.000 E 999 360VERT(CL): 0.000 E 999 240HORZ(LL): -0.000 B - -HORZ(TL): 0.000 B - -Creep Factor: 2.0Max TC CSI: 0.184Max BC CSI: 0.020Max Web CSI: 0.047Wgt: 56.0 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFL06ETruss TypeSY42Qty1Ply1247804/22/202111-1/4"2'11-1/4"8'11-1/4"10'3-5/8"3-5/8"1'4"2'(TYP)10'SEAT PLATE REQ.A B C D E F GHIJKLMNOP1.5X3(R)1.5X3(R)3X33X32X42X4(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;BracingSheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer.Plating NotesAll plates are 1.5X3 except as noted.PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 114 0.25 9.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Additional NotesTruss must be installed as shown with top chord up.Maximum Reactions (lbs), or *=PLFGravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLH* 109 /- /- /- /- /-H Brg Width = 120 Min Req = -Bearing N is a rigid surface.Bearing N requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 1 0B - C 9 0C - D 3 0Chords Tens. Comp.D - E 3 0E - F 3 0F - G 3 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.N - M 0 -1M - L 7 0L - K 0 -3Chords Tens. Comp.K - J 0 -3J - I 0 -3I - H 0 -3Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.O - P 0 -2A - N 0 -19M - C 0 -19Webs Tens. Comp.H - G 0 -15G - H 0 -17Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.B - M 0 -157C - L 0 -198D - K 0 -201Gables Tens. Comp.E - J 0 -206F - I 0 -165Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.000 E 999 360VERT(CL): 0.000 E 999 240HORZ(LL): -0.000 B - -HORZ(TL): 0.000 B - -Creep Factor: 2.0Max TC CSI: 0.184Max BC CSI: 0.020Max Web CSI: 0.047Wgt: 56.0 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFL06ETruss TypeSY42Qty1Ply1247804/22/202111-1/4"2'11-1/4"8'11-1/4"10'3-5/8"3-5/8"1'4"2'(TYP)10'SEAT PLATE REQ.A B C D E F GHIJKLMNOP1.5X3(R)1.5X3(R)3X33X32X42X4(R)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 15.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Hangers / Ties(J) Hanger Support Required, by othersAdditional NotesSee detail STRBRIBR1014 for bracing and bridgingrecommendations.Truss must be installed as shown with top chord up.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLN 850 /- /- /- /- /-I 836 /- /- /- /- /-N Brg Width = 7.5 Min Req = 1.5I Brg Width = - Min Req = -Bearing N is a rigid surface.Bearing N requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 1 0B - C 0 -2362C - D 0 -2362D - E 0 -2591Chords Tens. Comp.E - F 0 -2394F - G 0 -2394G - H 0 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.N - M 1478 0M - L 2590 0L - K 2591 0Chords Tens. Comp.K - J 2591 0J - I 1537 0Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.O - P 0 -4A - N 0 -108N - B 0 -1642B - M 978 0C - M 53 -226M - D 29 -551D - L 121 -100Webs Tens. Comp.K - E 99 -112E - J 57 -510F - J 36 -235J - G 948 0G - I 0 -1692H - I 0 -106Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.226 K 806 360VERT(CL): 0.293 E 623 240HORZ(LL): 0.034 I - -HORZ(TL): 0.046 I - -Creep Factor: 2.0Max TC CSI: 0.704Max BC CSI: 0.908Max Web CSI: 0.469Wgt: 85.4 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFL07Truss TypeSY42Qty6Ply1257104/22/20216'7-1/2"8'8-1/2"15'5-1/2"3-5/8"3-5/8"1'4"1'11-1/2"2'6"(TYP)15'5-1/2"SEAT PLATE REQ.A B C D E F G HIJKLMNOP1.5X3(R)1.5X3(R)1.5X33X64X61.5X33X83X31.5X31.5X33X31.5X33X83X81.5X33X6**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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 15.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Hangers / Ties(J) Hanger Support Required, by othersAdditional NotesSee detail STRBRIBR1014 for bracing and bridgingrecommendations.Truss must be installed as shown with top chord up.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLN 850 /- /- /- /- /-I 836 /- /- /- /- /-N Brg Width = 7.5 Min Req = 1.5I Brg Width = - Min Req = -Bearing N is a rigid surface.Bearing N requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 1 0B - C 0 -2362C - D 0 -2362D - E 0 -2591Chords Tens. Comp.E - F 0 -2394F - G 0 -2394G - H 0 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.N - M 1478 0M - L 2590 0L - K 2591 0Chords Tens. Comp.K - J 2591 0J - I 1537 0Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.O - P 0 -4A - N 0 -108N - B 0 -1642B - M 978 0C - M 53 -226M - D 29 -551D - L 121 -100Webs Tens. Comp.K - E 99 -112E - J 57 -510F - J 36 -235J - G 948 0G - I 0 -1692H - I 0 -106Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.226 K 806 360VERT(CL): 0.293 E 623 240HORZ(LL): 0.034 I - -HORZ(TL): 0.046 I - -Creep Factor: 2.0Max TC CSI: 0.704Max BC CSI: 0.908Max Web CSI: 0.469Wgt: 85.4 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFL07Truss TypeSY42Qty6Ply1257104/22/20216'7-1/2"8'8-1/2"15'5-1/2"3-5/8"3-5/8"1'4"1'11-1/2"2'6"(TYP)15'5-1/2"SEAT PLATE REQ.A B C D E F G HIJKLMNOP1.5X3(R)1.5X3(R)1.5X33X64X61.5X33X83X31.5X31.5X33X31.5X33X83X81.5X33X6Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;BracingSheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer.Plating NotesAll plates are 1.5X3 except as noted.PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 15.21Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Additional NotesTruss must be installed as shown with top chord up.Maximum Reactions (lbs), or *=PLFGravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLJ* 109 /- /- /- /- /-J Brg Width = 185 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 0B - C 10 0C - D 3 0D - E 3 0Chords Tens. Comp.E - F 3 0F - G 3 0G - H 3 0H - I 3 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.R - Q 0 -1Q - P 7 0P - O 0 -3O - N 0 -3Chords Tens. Comp.N - M 0 -3M - L 0 -3L - K 0 -3K - J 0 -3Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.S - T 0 -3A - R 0 -64Q - C 0 -21Webs Tens. Comp.J - I 0 -15I - J 0 -66Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.B - Q 0 -187C - P 0 -192D - O 0 -204E - N 0 -199Gables Tens. Comp.F - M 0 -200G - L 0 -202H - K 0 -192Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.000 I 999 360VERT(CL): 0.001 I 999 240HORZ(LL): -0.000 B - -HORZ(TL): 0.000 B - -Creep Factor: 2.0Max TC CSI: 0.180Max BC CSI: 0.018Max Web CSI: 0.047Wgt: 78.4 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFL07GETruss TypeSY42Qty1Ply1248004/22/20211'8"3'8"13'8"15'5-1/2"3-5/8"3-5/8"1'4"2'(TYP)15'5-1/2"SEAT PLATE REQ.A B C D E F G H IJKLMNOPQRST1.5X3(R)1.5X3(R)3X33X32X42X4(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;BracingSheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer.Plating NotesAll plates are 1.5X3 except as noted.PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 15.21Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Additional NotesTruss must be installed as shown with top chord up.Maximum Reactions (lbs), or *=PLFGravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLJ* 109 /- /- /- /- /-J Brg Width = 185 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 0B - C 10 0C - D 3 0D - E 3 0Chords Tens. Comp.E - F 3 0F - G 3 0G - H 3 0H - I 3 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.R - Q 0 -1Q - P 7 0P - O 0 -3O - N 0 -3Chords Tens. Comp.N - M 0 -3M - L 0 -3L - K 0 -3K - J 0 -3Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.S - T 0 -3A - R 0 -64Q - C 0 -21Webs Tens. Comp.J - I 0 -15I - J 0 -66Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.B - Q 0 -187C - P 0 -192D - O 0 -204E - N 0 -199Gables Tens. Comp.F - M 0 -200G - L 0 -202H - K 0 -192Loading Criteria(psf)TCLL: 40.00TCDL: 10.00BCLL: 0.00BCDL: 5.00Des Ld: 55.00NCBCLL: 0.00Load Duration: 1.00Spacing: 24.0 "Wind CriteriaWind Std: NASpeed: NA mphEnclosure: NACategory: NAEXP: NAKzt: NAMean Height: NA ftTCDL: NA psfBCDL: NA psfMWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NAI: NA GCpi: NAWind Duration: NACode / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.000 I 999 360VERT(CL): 0.001 I 999 240HORZ(LL): -0.000 B - -HORZ(TL): 0.000 B - -Creep Factor: 2.0Max TC CSI: 0.180Max BC CSI: 0.018Max Web CSI: 0.047Wgt: 78.4 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussFL07GETruss TypeSY42Qty1Ply1248004/22/20211'8"3'8"13'8"15'5-1/2"3-5/8"3-5/8"1'4"2'(TYP)15'5-1/2"SEAT PLATE REQ.A B C D E F G H IJKLMNOPQRST1.5X3(R)1.5X3(R)3X33X32X42X4(R)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Special Loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From -0 plf at -2.02 to 61 plf at -0.13 TC: From 2 plf at -0.13 to 2 plf at 7.01 BC: From 2 plf at 0.00 to 2 plf at 7.01 TC: -25 lb Conc. Load at 1.46 TC: 129 lb Conc. Load at 4.29 BC: 10 lb Conc. Load at 1.46 BC: 86 lb Conc. Load at 4.29PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 7.01Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads and reactions based on MWFRS.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 246 /- /- /- /204 /-D 108 /- /- /- /45 /-C 74 /- /- /- /69 /-Wind reactions based on MWFRSB Brg Width = 10.6 Min Req = 1.5D Brg Width = 1.5 Min Req = -C Brg Width = 1.5 Min Req = -Bearing B is a rigid surface.Bearing B requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 19 -13Chords Tens. Comp.B - C 48 -23Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 0 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: Varies by Ld CaseFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): NAVERT(CL): NAHORZ(LL): -0.018 D - -HORZ(TL): 0.020 D - -Creep Factor: 2.0Max TC CSI: 0.562Max BC CSI: 0.434Max Web CSI: 0.000Wgt: 25.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussHJ5LTruss TypeHIP_Qty2Ply1251304/22/2021SEAT PLATE REQ.7'0-1/8"2'0-3/16"4-3/16"2'9-7/8" 3'5-7/16"ABCD4.24122X4(A1)1'5-1/2"10#-25#2'9-15/16"86#129#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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Special Loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From -0 plf at -2.02 to 61 plf at -0.13 TC: From 2 plf at -0.13 to 2 plf at 7.01 BC: From 2 plf at 0.00 to 2 plf at 7.01 TC: -25 lb Conc. Load at 1.46 TC: 129 lb Conc. Load at 4.29 BC: 10 lb Conc. Load at 1.46 BC: 86 lb Conc. Load at 4.29PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 7.01Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads and reactions based on MWFRS.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 246 /- /- /- /204 /-D 108 /- /- /- /45 /-C 74 /- /- /- /69 /-Wind reactions based on MWFRSB Brg Width = 10.6 Min Req = 1.5D Brg Width = 1.5 Min Req = -C Brg Width = 1.5 Min Req = -Bearing B is a rigid surface.Bearing B requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 19 -13Chords Tens. Comp.B - C 48 -23Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 0 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: Varies by Ld CaseFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): NAVERT(CL): NAHORZ(LL): -0.018 D - -HORZ(TL): 0.020 D - -Creep Factor: 2.0Max TC CSI: 0.562Max BC CSI: 0.434Max Web CSI: 0.000Wgt: 25.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussHJ5LTruss TypeHIP_Qty2Ply1251304/22/2021SEAT PLATE REQ.7'0-1/8"2'0-3/16"4-3/16"2'9-7/8" 3'5-7/16"ABCD4.24122X4(A1)1'5-1/2"10#-25#2'9-15/16"86#129#2'8-11/16"Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop 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 -2.02 to 61 plf at -0.13 TC: From 2 plf at -0.13 to 2 plf at 9.84 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -25 lb Conc. Load at 1.46 TC: 129 lb Conc. Load at 4.29 TC: 255 lb Conc. Load at 7.12 BC: 10 lb Conc. Load at 1.46 BC: 86 lb Conc. Load at 4.29 BC: 155 lb Conc. Load at 7.12PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 116 0.15 9.84Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads and reactions based on MWFRS.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 322 /- /- /- /266 /-E 323 /- /- /- /146 /-D 76 /- /- /- /51 /-Wind reactions based on MWFRSB Brg Width = 4.2 Min Req = 1.5E 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 -13B - C 396 -667Chords Tens. Comp.C - D 53 -63Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - G 631 -348G - F 621 -348Chords Tens. Comp.F - E 0 0Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.G - C 196 0Webs Tens. Comp.C - F 381 -681Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: not in 4.50 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: Varies by Ld CaseFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.017 G 999 360VERT(CL): 0.032 G 999 240HORZ(LL): 0.004 F - -HORZ(TL): 0.008 F - -Creep Factor: 2.0Max TC CSI: 0.545Max BC CSI: 0.426Max Web CSI: 0.326Wgt: 43.4 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussHJ7Truss TypeHIP_Qty3Ply1251404/22/20219'10-1/16"2'0-3/16"4-3/16"3'9-7/8" 4'5-7/16"ABCDEFG4.24122X4(A1)1.5X33X44X41'5-1/2"10#-25#2'9-15/16"86#129#2'9-15/16"155#255#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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop 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 -2.02 to 61 plf at -0.13 TC: From 2 plf at -0.13 to 2 plf at 9.84 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -25 lb Conc. Load at 1.46 TC: 129 lb Conc. Load at 4.29 TC: 255 lb Conc. Load at 7.12 BC: 10 lb Conc. Load at 1.46 BC: 86 lb Conc. Load at 4.29 BC: 155 lb Conc. Load at 7.12PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 116 0.15 9.84Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads and reactions based on MWFRS.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 322 /- /- /- /266 /-E 323 /- /- /- /146 /-D 76 /- /- /- /51 /-Wind reactions based on MWFRSB Brg Width = 4.2 Min Req = 1.5E 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 -13B - C 396 -667Chords Tens. Comp.C - D 53 -63Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - G 631 -348G - F 621 -348Chords Tens. Comp.F - E 0 0Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.G - C 196 0Webs Tens. Comp.C - F 381 -681Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: not in 4.50 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: Varies by Ld CaseFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.017 G 999 360VERT(CL): 0.032 G 999 240HORZ(LL): 0.004 F - -HORZ(TL): 0.008 F - -Creep Factor: 2.0Max TC CSI: 0.545Max BC CSI: 0.426Max Web CSI: 0.326Wgt: 43.4 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussHJ7Truss TypeHIP_Qty3Ply1251404/22/20219'10-1/16"2'0-3/16"4-3/16"3'9-7/8" 4'5-7/16"ABCDEFG4.24122X4(A1)1.5X33X44X41'5-1/2"10#-25#2'9-15/16"86#129#2'9-15/16"155#255#2'8-11/16"Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Special Loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -2.02 to 61 plf at -0.13 TC: From 2 plf at -0.13 to 2 plf at 9.84 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -17 lb Conc. Load at 1.46 TC: 126 lb Conc. Load at 4.29 TC: 251 lb Conc. Load at 7.12 BC: 2 lb Conc. Load at 1.46 BC: 84 lb Conc. Load at 4.29 BC: 155 lb Conc. Load at 7.12PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 89 0.15 9.84Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads and reactions based on MWFRS.Wind loading based on both gable and hip roof types.Additional NotesShim all supports to solid bearing.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLI 323 /- /- /- /263 /-F 394 /- /- /- /197 /-E 22 /-1 /- /1 /- /-Wind reactions based on MWFRSI Brg Width = 4.2 Min Req = 1.5F Brg Width = 1.5 Min Req = -E Brg Width = 1.5 Min Req = -Bearing I is a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 19 -13B - C 648 -1114Chords Tens. Comp.C - D 631 -1117D - E 7 -12Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - H 1063 -598H - G 688 -397Chords Tens. Comp.G - F 69 -34Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.C - H 96 -40H - D 454 -210Webs Tens. Comp.D - G 411 -683Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: not in 4.50 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: Varies by Ld CaseFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.043 C 999 360VERT(CL): 0.081 C 999 240HORZ(LL): 0.011 H - -HORZ(TL): 0.022 H - -Creep Factor: 2.0Max TC CSI: 0.286Max BC CSI: 0.992Max Web CSI: 0.516Wgt: 47.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussHJ7BTruss TypeHIP_Qty1Ply1251504/22/20219'10-1/16"2'0-3/16"4-3/16"1'8-1/8"2'1-3/4" 3'9-7/8" 4'5-7/16"ABCDEFGHI4.24122.12122X4(A1)1.5X33X43X65X61'5-1/2"2#-17#2'9-15/16"84#126#2'9-15/16"155#251#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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Special Loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -2.02 to 61 plf at -0.13 TC: From 2 plf at -0.13 to 2 plf at 9.84 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -17 lb Conc. Load at 1.46 TC: 126 lb Conc. Load at 4.29 TC: 251 lb Conc. Load at 7.12 BC: 2 lb Conc. Load at 1.46 BC: 84 lb Conc. Load at 4.29 BC: 155 lb Conc. Load at 7.12PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 89 0.15 9.84Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads and reactions based on MWFRS.Wind loading based on both gable and hip roof types.Additional NotesShim all supports to solid bearing.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLI 323 /- /- /- /263 /-F 394 /- /- /- /197 /-E 22 /-1 /- /1 /- /-Wind reactions based on MWFRSI Brg Width = 4.2 Min Req = 1.5F Brg Width = 1.5 Min Req = -E Brg Width = 1.5 Min Req = -Bearing I is a rigid surface.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 19 -13B - C 648 -1114Chords Tens. Comp.C - D 631 -1117D - E 7 -12Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - H 1063 -598H - G 688 -397Chords Tens. Comp.G - F 69 -34Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.C - H 96 -40H - D 454 -210Webs Tens. Comp.D - G 411 -683Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: not in 4.50 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: Varies by Ld CaseFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.043 C 999 360VERT(CL): 0.081 C 999 240HORZ(LL): 0.011 H - -HORZ(TL): 0.022 H - -Creep Factor: 2.0Max TC CSI: 0.286Max BC CSI: 0.992Max Web CSI: 0.516Wgt: 47.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussHJ7BTruss TypeHIP_Qty1Ply1251504/22/20219'10-1/16"2'0-3/16"4-3/16"1'8-1/8"2'1-3/4" 3'9-7/8" 4'5-7/16"ABCDEFGHI4.24122.12122X4(A1)1.5X33X43X65X61'5-1/2"2#-17#2'9-15/16"84#126#2'9-15/16"155#251#2'8-11/16"Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.15 1.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 218 /- /- /196 /115 /57D 5 /-14 /- /19 /17 /-C - /-40 /- /44 /50 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 63 -33Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 0 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): NAVERT(CL): NAHORZ(LL): -0.000 D - -HORZ(TL): 0.000 D - -Creep Factor: 2.0Max TC CSI: 0.283Max BC CSI: 0.040Max Web CSI: 0.000Wgt: 5.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ1Truss TypeJACKQty6Ply1250004/22/20211'1'5-9/16"4-3/16"10-3/16"1'5-15/16"ABCD6122X4(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.15 1.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 218 /- /- /196 /115 /57D 5 /-14 /- /19 /17 /-C - /-40 /- /44 /50 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 63 -33Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 0 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): NAVERT(CL): NAHORZ(LL): -0.000 D - -HORZ(TL): 0.000 D - -Creep Factor: 2.0Max TC CSI: 0.283Max BC CSI: 0.040Max Web CSI: 0.000Wgt: 5.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ1Truss TypeJACKQty6Ply1250004/22/20211'1'5-9/16"4-3/16"10-3/16"1'5-15/16"ABCD6122X4(A1)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.15 1.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Additional NotesShim all supports to solid bearing.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 218 /- /- /191 /116 /57D 1 /-23 /- /29 /28 /-C - /-31 /- /34 /38 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 49 -21Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 22 -7Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.000 D 999 360VERT(CL): 0.000 D 999 240HORZ(LL): -0.000 D - -HORZ(TL): 0.000 D - -Creep Factor: 2.0Max TC CSI: 0.283Max BC CSI: 0.034Max Web CSI: 0.000Wgt: 7.0 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ1BTruss TypeJACKQty2Ply1250104/22/20211'1'5-9/16"4-3/16"2-1/8"8-1/16"10-3/16"1'5-15/16"ABCD6123122X4(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.15 1.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Additional NotesShim all supports to solid bearing.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 218 /- /- /191 /116 /57D 1 /-23 /- /29 /28 /-C - /-31 /- /34 /38 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 49 -21Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 22 -7Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.000 D 999 360VERT(CL): 0.000 D 999 240HORZ(LL): -0.000 D - -HORZ(TL): 0.000 D - -Creep Factor: 2.0Max TC CSI: 0.283Max BC CSI: 0.034Max Web CSI: 0.000Wgt: 7.0 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ1BTruss TypeJACKQty2Ply1250104/22/20211'1'5-9/16"4-3/16"2-1/8"8-1/16"10-3/16"1'5-15/16"ABCD6123122X4(A1)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.15 1.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Left bottom chord exposed to wind.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 218 /- /- /206 /116 /57D 5 /-14 /- /16 /9 /-C - /-40 /- /41 /54 /-Wind reactions based on MWFRSB Brg Width = 8.0 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 62 -33Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 0 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): NAVERT(CL): NAHORZ(LL): -0.000 D - -HORZ(TL): 0.000 D - -Creep Factor: 2.0Max TC CSI: 0.283Max BC CSI: 0.038Max Web CSI: 0.000Wgt: 5.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ1LTruss TypeJACKQty4Ply1250204/22/20211'1'5-9/16"4-3/16"10-3/16"1'5-15/16"ABCD6122X4(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.15 1.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Left bottom chord exposed to wind.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 218 /- /- /206 /116 /57D 5 /-14 /- /16 /9 /-C - /-40 /- /41 /54 /-Wind reactions based on MWFRSB Brg Width = 8.0 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 62 -33Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 0 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): NAVERT(CL): NAHORZ(LL): -0.000 D - -HORZ(TL): 0.000 D - -Creep Factor: 2.0Max TC CSI: 0.283Max BC CSI: 0.038Max Web CSI: 0.000Wgt: 5.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ1LTruss TypeJACKQty4Ply1250204/22/20211'1'5-9/16"4-3/16"10-3/16"1'5-15/16"ABCD6122X4(A1)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 34 0.15 3.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 233 /- /- /179 /93 /109D 43 /- /- /20 /- /-C 64 /- /- /34 /56 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 29 -75Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 0 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): NAVERT(CL): NAHORZ(LL): 0.001 D - -HORZ(TL): 0.001 D - -Creep Factor: 2.0Max TC CSI: 0.288Max BC CSI: 0.057Max Web CSI: 0.000Wgt: 11.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ3Truss TypeJACKQty6Ply1250304/22/20213'1'5-9/16"4-3/16"1'10-3/16" 2'5-15/16"ABCD6122X4(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 34 0.15 3.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 233 /- /- /179 /93 /109D 43 /- /- /20 /- /-C 64 /- /- /34 /56 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 29 -75Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 0 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): NAVERT(CL): NAHORZ(LL): 0.001 D - -HORZ(TL): 0.001 D - -Creep Factor: 2.0Max TC CSI: 0.288Max BC CSI: 0.057Max Web CSI: 0.000Wgt: 11.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ3Truss TypeJACKQty6Ply1250304/22/20213'1'5-9/16"4-3/16"1'10-3/16" 2'5-15/16"ABCD6122X4(A1)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 35 0.15 3.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Additional NotesShim all supports to solid bearing.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 234 /- /- /175 /95 /109D 42 /- /- /20 /- /-C 63 /- /- /34 /54 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 28 -71Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 10 -8Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.002 D 999 360VERT(CL): 0.004 D 999 240HORZ(LL): 0.001 D - -HORZ(TL): 0.002 D - -Creep Factor: 2.0Max TC CSI: 0.283Max BC CSI: 0.058Max Web CSI: 0.000Wgt: 12.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ3BTruss TypeJACKQty2Ply1250404/22/20213'1'5-9/16"4-3/16"8-1/8"1'2-1/16" 1'10-3/16" 2'5-15/16"ABCD6123122X4(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 35 0.15 3.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Additional NotesShim all supports to solid bearing.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 234 /- /- /175 /95 /109D 42 /- /- /20 /- /-C 63 /- /- /34 /54 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 28 -71Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 10 -8Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.002 D 999 360VERT(CL): 0.004 D 999 240HORZ(LL): 0.001 D - -HORZ(TL): 0.002 D - -Creep Factor: 2.0Max TC CSI: 0.283Max BC CSI: 0.058Max Web CSI: 0.000Wgt: 12.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ3BTruss TypeJACKQty2Ply1250404/22/20213'1'5-9/16"4-3/16"8-1/8"1'2-1/16" 1'10-3/16" 2'5-15/16"ABCD6123122X4(A1)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 34 0.15 3.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Left bottom chord exposed to wind.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 233 /- /- /215 /98 /109D 43 /- /- /58 /30 /-C 64 /- /- /37 /55 /-Wind reactions based on MWFRSB Brg Width = 8.0 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 29 -82Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 0 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): NAVERT(CL): NAHORZ(LL): 0.000 D - -HORZ(TL): 0.001 D - -Creep Factor: 2.0Max TC CSI: 0.287Max BC CSI: 0.057Max Web CSI: 0.000Wgt: 11.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ3LTruss TypeJACKQty4Ply1250504/22/20213'1'5-9/16"4-3/16"1'10-3/16" 2'5-15/16"ABCD6122X4(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 34 0.15 3.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Left bottom chord exposed to wind.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 233 /- /- /215 /98 /109D 43 /- /- /58 /30 /-C 64 /- /- /37 /55 /-Wind reactions based on MWFRSB Brg Width = 8.0 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 29 -82Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 0 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): NAVERT(CL): NAHORZ(LL): 0.000 D - -HORZ(TL): 0.001 D - -Creep Factor: 2.0Max TC CSI: 0.287Max BC CSI: 0.057Max Web CSI: 0.000Wgt: 11.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ3LTruss TypeJACKQty4Ply1250504/22/20213'1'5-9/16"4-3/16"1'10-3/16" 2'5-15/16"ABCD6122X4(A1)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 58 0.15 5.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 299 /- /- /213 /106 /161D 77 /- /- /36 /- /-C 127 /- /- /75 /107 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 57 -118Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 0 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: not in 4.50 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): NAVERT(CL): NAHORZ(LL): 0.004 D - -HORZ(TL): 0.008 D - -Creep Factor: 2.0Max TC CSI: 0.387Max BC CSI: 0.206Max Web CSI: 0.000Wgt: 18.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ5Truss TypeJACKQty6Ply1250604/22/20215'1'5-9/16"4-3/16"2'10-3/16" 3'5-15/16"ABCD6122X4(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 58 0.15 5.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 299 /- /- /213 /106 /161D 77 /- /- /36 /- /-C 127 /- /- /75 /107 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 57 -118Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 0 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: not in 4.50 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): NAVERT(CL): NAHORZ(LL): 0.004 D - -HORZ(TL): 0.008 D - -Creep Factor: 2.0Max TC CSI: 0.387Max BC CSI: 0.206Max Web CSI: 0.000Wgt: 18.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ5Truss TypeJACKQty6Ply1250604/22/20215'1'5-9/16"4-3/16"2'10-3/16" 3'5-15/16"ABCD6122X4(A1)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 60 0.15 5.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Additional NotesShim all supports to solid bearing.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 300 /- /- /210 /107 /161D 77 /- /- /37 /- /-C 125 /- /- /74 /104 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 56 -114Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 19 -16Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: not in 4.50 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.013 D 999 360VERT(CL): 0.021 D 999 240HORZ(LL): 0.007 D - -HORZ(TL): 0.013 D - -Creep Factor: 2.0Max TC CSI: 0.362Max BC CSI: 0.209Max Web CSI: 0.000Wgt: 19.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ5BTruss TypeJACKQty2Ply1250704/22/20215'1'5-9/16"4-3/16"1'2-1/8"1'8-1/16" 2'10-3/16" 3'5-15/16"ABCD6123122X4(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 60 0.15 5.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Additional NotesShim all supports to solid bearing.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 300 /- /- /210 /107 /161D 77 /- /- /37 /- /-C 125 /- /- /74 /104 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 56 -114Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 19 -16Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: not in 4.50 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.013 D 999 360VERT(CL): 0.021 D 999 240HORZ(LL): 0.007 D - -HORZ(TL): 0.013 D - -Creep Factor: 2.0Max TC CSI: 0.362Max BC CSI: 0.209Max Web CSI: 0.000Wgt: 19.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ5BTruss TypeJACKQty2Ply1250704/22/20215'1'5-9/16"4-3/16"1'2-1/8"1'8-1/16" 2'10-3/16" 3'5-15/16"ABCD6123122X4(A1)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 58 0.15 5.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Left bottom chord exposed to wind.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 299 /- /- /276 /114 /161D 77 /- /- /110 /58 /-C 127 /- /- /81 /105 /-Wind reactions based on MWFRSB Brg Width = 8.0 Min Req = 1.5D Brg Width = 1.5 Min Req = -C Brg Width = 1.5 Min Req = -Bearing B is a rigid surface.Bearing B requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0Chords Tens. Comp.B - C 57 -129Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 0 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: not in 4.50 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): NAVERT(CL): NAHORZ(LL): 0.004 D - -HORZ(TL): 0.008 D - -Creep Factor: 2.0Max TC CSI: 0.379Max BC CSI: 0.228Max Web CSI: 0.000Wgt: 18.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ5LTruss TypeEJACQty4Ply1250804/22/2021SEAT PLATE REQ.5'1'5-9/16"4-3/16"2'10-3/16" 3'5-15/16"ABCD6122X4(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 58 0.15 5.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Left bottom chord exposed to wind.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 299 /- /- /276 /114 /161D 77 /- /- /110 /58 /-C 127 /- /- /81 /105 /-Wind reactions based on MWFRSB Brg Width = 8.0 Min Req = 1.5D Brg Width = 1.5 Min Req = -C Brg Width = 1.5 Min Req = -Bearing B is a rigid surface.Bearing B requires a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0Chords Tens. Comp.B - C 57 -129Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 0 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: not in 4.50 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): NAVERT(CL): NAHORZ(LL): 0.004 D - -HORZ(TL): 0.008 D - -Creep Factor: 2.0Max TC CSI: 0.379Max BC CSI: 0.228Max Web CSI: 0.000Wgt: 18.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ5LTruss TypeEJACQty4Ply1250804/22/2021SEAT PLATE REQ.5'1'5-9/16"4-3/16"2'10-3/16" 3'5-15/16"ABCD6122X4(A1)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP M-30;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 7.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 371 /- /- /254 /122 /213D 109 /- /- /52 /- /-C 189 /- /- /114 /157 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 84 -153Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 0 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: not in 4.50 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): NAVERT(CL): NAHORZ(LL): 0.013 D - -HORZ(TL): 0.024 D - -Creep Factor: 2.0Max TC CSI: 0.389Max BC CSI: 0.433Max Web CSI: 0.000Wgt: 23.8 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ7Truss TypeEJACQty17Ply1250904/22/20217'1'5-9/16"4-3/16"3'10-3/16" 4'5-15/16"ABCD6122X4(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP M-30;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 7.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 371 /- /- /254 /122 /213D 109 /- /- /52 /- /-C 189 /- /- /114 /157 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 84 -153Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 0 0Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: not in 4.50 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): NAVERT(CL): NAHORZ(LL): 0.013 D - -HORZ(TL): 0.024 D - -Creep Factor: 2.0Max TC CSI: 0.389Max BC CSI: 0.433Max Web CSI: 0.000Wgt: 23.8 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ7Truss TypeEJACQty17Ply1250904/22/20217'1'5-9/16"4-3/16"3'10-3/16" 4'5-15/16"ABCD6122X4(A1)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP M-30;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 7.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Additional NotesShim all supports to solid bearing.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 372 /- /- /251 /123 /213D 109 /- /- /54 /- /-C 187 /- /- /113 /153 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 84 -150Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 26 -25Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: not in 4.50 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.038 D 999 360VERT(CL): 0.071 D 999 240HORZ(LL): 0.021 D - -HORZ(TL): 0.040 D - -Creep Factor: 2.0Max TC CSI: 0.378Max BC CSI: 0.449Max Web CSI: 0.000Wgt: 25.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ7BTruss TypeEJACQty7Ply1251004/22/20217'1'5-9/16"4-3/16"1'8-1/8"2'2-1/16" 3'10-3/16" 4'5-15/16"ABCD6123122X4(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP M-30;Bot chord: 2x4 SP #2;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 7.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Additional NotesShim all supports to solid bearing.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 372 /- /- /251 /123 /213D 109 /- /- /54 /- /-C 187 /- /- /113 /153 /-Wind reactions based on MWFRSB Brg Width = 3.5 Min Req = 1.5D 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 0Chords Tens. Comp.B - C 84 -150Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - D 26 -25Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: not in 4.50 ftGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.038 D 999 360VERT(CL): 0.071 D 999 240HORZ(LL): 0.021 D - -HORZ(TL): 0.040 D - -Creep Factor: 2.0Max TC CSI: 0.378Max BC CSI: 0.449Max Web CSI: 0.000Wgt: 25.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussJ7BTruss TypeEJACQty7Ply1251004/22/20217'1'5-9/16"4-3/16"1'8-1/8"2'2-1/16" 3'10-3/16" 4'5-15/16"ABCD6123122X4(A1)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Special Loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.46 to 62 plf at 5.00 TC: From 31 plf at 5.00 to 31 plf at 10.00 TC: From 62 plf at 10.00 to 62 plf at 16.46 BC: From 14 plf at 0.00 to 14 plf at 5.03 BC: From 7 plf at 5.03 to 7 plf at 9.97 BC: From 14 plf at 9.97 to 14 plf at 15.00 TC: 202 lb Conc. Load at 5.03, 9.97 TC: 127 lb Conc. Load at 7.06, 7.94 BC: 186 lb Conc. Load at 5.03, 9.97 BC: 77 lb Conc. Load at 7.06, 7.94PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 5.00 10.00 BC 62 0.15 14.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads and reactions based on MWFRS.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 1157 /- /- /- /699 /-E 1157 /- /- /- /699 /-Wind reactions based on MWFRSB Brg Width = 8.0 Min Req = 1.5E Brg Width = 8.0 Min Req = 1.5Bearings B & E are a rigid surface.Bearings B & E require a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 -25B - C 1253 -1957C - D 1097 -1724Chords Tens. Comp.D - E 1252 -1953E - F 39 -25Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - H 1694 -1084H - G 1710 -1091Chords Tens. Comp.G - E 1690 -1083Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.C - H 293 -122C - G 16 -8Webs Tens. Comp.G - D 299 -126Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: Varies by Ld CaseFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): -0.054 G 999 360VERT(CL): 0.096 G 999 240HORZ(LL): -0.026 G - -HORZ(TL): 0.042 G - -Creep Factor: 2.0Max TC CSI: 0.824Max BC CSI: 0.964Max Web CSI: 0.114Wgt: 67.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussL01Truss TypeHIPSQty1Ply1251804/22/202115'SEAT PLATE REQ.SEAT PLATE REQ.5'5'5'1'5-9/16"1'5-9/16"4-3/16"2'10-3/16" 3'5-15/16"ABC DEFGH6124X4(A2)5X61.5X33X45X64X4(A2)5'0-3/8"186#202#2'0-3/8"77#127#10-1/2"77#127#2'0-3/8"186#202#5'0-3/8"**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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Special Loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.46 to 62 plf at 5.00 TC: From 31 plf at 5.00 to 31 plf at 10.00 TC: From 62 plf at 10.00 to 62 plf at 16.46 BC: From 14 plf at 0.00 to 14 plf at 5.03 BC: From 7 plf at 5.03 to 7 plf at 9.97 BC: From 14 plf at 9.97 to 14 plf at 15.00 TC: 202 lb Conc. Load at 5.03, 9.97 TC: 127 lb Conc. Load at 7.06, 7.94 BC: 186 lb Conc. Load at 5.03, 9.97 BC: 77 lb Conc. Load at 7.06, 7.94PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 5.00 10.00 BC 62 0.15 14.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads and reactions based on MWFRS.Wind loading based on both gable and hip roof types.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 1157 /- /- /- /699 /-E 1157 /- /- /- /699 /-Wind reactions based on MWFRSB Brg Width = 8.0 Min Req = 1.5E Brg Width = 8.0 Min Req = 1.5Bearings B & E are a rigid surface.Bearings B & E require a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 -25B - C 1253 -1957C - D 1097 -1724Chords Tens. Comp.D - E 1252 -1953E - F 39 -25Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - H 1694 -1084H - G 1710 -1091Chords Tens. Comp.G - E 1690 -1083Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.C - H 293 -122C - G 16 -8Webs Tens. Comp.G - D 299 -126Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: Varies by Ld CaseFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): -0.054 G 999 360VERT(CL): 0.096 G 999 240HORZ(LL): -0.026 G - -HORZ(TL): 0.042 G - -Creep Factor: 2.0Max TC CSI: 0.824Max BC CSI: 0.964Max Web CSI: 0.114Wgt: 67.2 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussL01Truss TypeHIPSQty1Ply1251804/22/202115'SEAT PLATE REQ.SEAT PLATE REQ.5'5'5'1'5-9/16"1'5-9/16"4-3/16"2'10-3/16" 3'5-15/16"ABC DEFGH6124X4(A2)5X61.5X33X45X64X4(A2)5'0-3/8"186#202#2'0-3/8"77#127#10-1/2"77#127#2'0-3/8"186#202#5'0-3/8"Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.00 8.00 BC 120 0.15 14.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Left bottom chord exposed to wind.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 660 /- /- /552 /267 /135E 660 /- /- /369 /243 /-Wind reactions based on MWFRSB Brg Width = 8.0 Min Req = 1.5E Brg Width = 8.0 Min Req = 1.5Bearings B & E are a rigid surface.Bearings B & E require a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 922 -794C - D 945 -635Chords Tens. Comp.D - E 908 -794E - F 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - H 632 -641H - G 635 -650Chords Tens. Comp.G - E 632 -644Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.C - H 196 -207Webs Tens. Comp.G - D 309 -156Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.020 H 999 360VERT(CL): 0.033 H 999 240HORZ(LL): 0.008 C - -HORZ(TL): 0.018 H - -Creep Factor: 2.0Max TC CSI: 0.541Max BC CSI: 0.655Max Web CSI: 0.092Wgt: 63.0 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussL02Truss TypeHIPSQty1Ply1251104/22/202115'SEAT PLATE REQ.SEAT PLATE REQ.7'1'7'1'5-9/16"1'5-9/16"4-3/16"3'10-3/16" 4'5-15/16"ABC DEFGH6122X4(A1)5X61.5X31.5X35X62X4(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.00 8.00 BC 120 0.15 14.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Left bottom chord exposed to wind.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 660 /- /- /552 /267 /135E 660 /- /- /369 /243 /-Wind reactions based on MWFRSB Brg Width = 8.0 Min Req = 1.5E Brg Width = 8.0 Min Req = 1.5Bearings B & E are a rigid surface.Bearings B & E require a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 922 -794C - D 945 -635Chords Tens. Comp.D - E 908 -794E - F 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - H 632 -641H - G 635 -650Chords Tens. Comp.G - E 632 -644Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.C - H 196 -207Webs Tens. Comp.G - D 309 -156Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.020 H 999 360VERT(CL): 0.033 H 999 240HORZ(LL): 0.008 C - -HORZ(TL): 0.018 H - -Creep Factor: 2.0Max TC CSI: 0.541Max BC CSI: 0.655Max Web CSI: 0.092Wgt: 63.0 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussL02Truss TypeHIPSQty1Ply1251104/22/202115'SEAT PLATE REQ.SEAT PLATE REQ.7'1'7'1'5-9/16"1'5-9/16"4-3/16"3'10-3/16" 4'5-15/16"ABC DEFGH6122X4(A1)5X61.5X31.5X35X62X4(A1)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 14.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Left bottom chord exposed to wind.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 660 /- /- /551 /254 /141D 660 /- /- /370 /235 /-Wind reactions based on MWFRSB Brg Width = 8.0 Min Req = 1.5D Brg Width = 8.0 Min Req = 1.5Bearings B & D are a rigid surface.Bearings B & D require a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 888 -793Chords Tens. Comp.C - D 872 -793D - E 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - F 630 -609Chords Tens. Comp.F - D 630 -609Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.C - F 414 -349Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.016 F 999 360VERT(CL): 0.025 F 999 240HORZ(LL): 0.009 F - -HORZ(TL): 0.014 F - -Creep Factor: 2.0Max TC CSI: 0.628Max BC CSI: 0.622Max Web CSI: 0.123Wgt: 61.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussL03Truss TypeCOMNQty1Ply1251204/22/202115'SEAT PLATE REQ.SEAT PLATE REQ.7'6"7'6"1'5-9/16"1'5-9/16"4-3/16"4'1-3/16" 4'8-15/16"ABCDEF6122X4(A1)4X4(R1)1.5X42X4(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 Alpineconnector 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 engineeringresponsibility 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 theresponsibility 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 fielduse 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 andguidelines 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 TrussDesigner, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT theBuilding 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.LumberTop chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;PurlinsIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 14.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.WindWind loads based on MWFRS with additional C&Cmember design.Wind loading based on both gable and hip roof types.Left bottom chord exposed to wind.Maximum Reactions (lbs)Gravity Non-GravityLoc R+ / R- / Rh / Rw / U / RLB 660 /- /- /551 /254 /141D 660 /- /- /370 /235 /-Wind reactions based on MWFRSB Brg Width = 8.0 Min Req = 1.5D Brg Width = 8.0 Min Req = 1.5Bearings B & D are a rigid surface.Bearings B & D require a seat plate.Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.A - B 39 0B - C 888 -793Chords Tens. Comp.C - D 872 -793D - E 39 0Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.B - F 630 -609Chords Tens. Comp.F - D 630 -609Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.C - F 414 -349Loading Criteria(psf)TCLL: 20.00TCDL: 10.00BCLL: 0.00BCDL: 7.00Des Ld: 37.00NCBCLL: 10.00Load Duration: 1.25Spacing: 24.0 "Wind CriteriaWind Std: ASCE 7-16Speed: 160 mphEnclosure: ClosedRisk Category: IIEXP: B Kzt: NAMean Height: 25.00 ftTCDL: 5.0 psfBCDL: 4.2 psfMWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: AnyGCpi: 0.18Wind Duration: 1.60Code / Misc CriteriaCode:FBC 7th Ed. 2020 Res.TPI Std: 2014Rep Factors Used: YesFT/RT:10(0)/10(10)Plate Type(s):WAVEDefl/CSI CriteriaPP Deflection in loc L/defl L/#VERT(LL): 0.016 F 999 360VERT(CL): 0.025 F 999 240HORZ(LL): 0.009 F - -HORZ(TL): 0.014 F - -Creep Factor: 2.0Max TC CSI: 0.628Max BC CSI: 0.622Max Web CSI: 0.123Wgt: 61.6 lbsVIEW Ver: 20.02.01A.1209.11Job85482TrussL03Truss TypeCOMNQty1Ply1251204/22/202115'SEAT PLATE REQ.SEAT PLATE REQ.7'6"7'6"1'5-9/16"1'5-9/16"4-3/16"4'1-3/16" 4'8-15/16"ABCDEF6122X4(A1)4X4(R1)1.5X42X4(A1)Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201Fort Pierce, FL 34946 Rama Pranav Kristam, P.E.# 889064451 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 Rama Pranav Kristam, P.E.# 88906 4451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 STDTL03ALTERNATE GABLE END BRACING DETAILFEBRUARY 17, 2017 Rama Pranav Kristam, P.E.# 88906 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 Rama Pranav Kristam, P.E.# 88906 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. Rama Pranav Kristam, P.E.# 88906 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. Rama Pranav Kristam, P.E.# 88906 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 Rama Pranav Kristam, P.E.# 88906 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 ** Rama Pranav Kristam, P.E.# 88906 4451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 STDTL09FEBRUARY 17, 2017 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY Rama Pranav Kristam, P.E.# 88906 4451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 STDTL10FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS Rama Pranav Kristam, P.E.# 88906 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 Rama Pranav Kristam, P.E.# 88906 4451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 L STDTL12FEBRUARY 17, 2017 UPLIFT TOE-NAIL DETAIL Rama Pranav Kristam, P.E.# 88906 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 Rama Pranav Kristam, P.E.# 88906 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 Rama Pranav Kristam, P.E.# 88906 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 Rama Pranav Kristam, P.E.# 88906 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 Rama Pranav Kristam, P.E.# 88906 4451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946