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HomeMy WebLinkAboutTruss EngLumber design values are in accordance with ANSI/TPI 1-2014 section 6.3 These truss designs rely on lumber values established by others. RE: Job ARMSBSB2 Page 1 of 2 A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946Site Information: Customer Info: RENAR DEVELOPMENT CO. Project Name: MORNINGSIDE Lot/Block:Model: BERKSHIRE 2177 Subdivision: Address: City: County: State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC 2017 RES / TPI 2014 Design Program: Alpine Engineered Products Wind Code: ASCE 7-10 Wind Speed: 160 Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 46 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. The truss drawing(s) referenced have been prepared by Alpine Engineered Products, Inc. under my direct supervision based on the parameters provided by A-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Rama Pranav Kristam My license renewal date for the state of Florida is February 28,2021. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents') provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Rama Pranav Kristam PE by [A1 Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Delegated' Engineering Documents') are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD only. The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. Rama Pranav Kristam, P.E. 4451 St Lucie Blvd. Suite 201 Fort Pierce, FL 34946 No.Seq #Truss Name Date 1 3174 FL01 9/10/20 2 3183 FL01GE 9/10/20 3 3180 FL02 9/10/20 4 3177 FL02A 9/10/20 5 3186 FL02GE 9/10/20 6 3390 FL03 9/10/20 7 3393 FL03GE 9/10/20 8 3396 FL04 9/10/20 9 3168 FL04GE 9/10/20 10 3402 FL05 9/10/20 11 3399 FL05A 9/10/20 12 3249 A01 9/10/20 No.Seq #Truss Name Date 13 3255 A02 9/10/20 14 3259 A03 9/10/20 15 3265 A04 9/10/20 16 3269 A05 9/10/20 17 3275 A06 9/10/20 18 3282 A07 9/10/20 19 3289 A08 9/10/20 20 3295 A09 9/10/20 21 3348 A10 9/10/20 22 3342 A11 9/10/20 23 3338 A12 9/10/20 24 3334 A13 9/10/20 No.Seq #Truss Name Date 25 3367 B01 9/10/20 26 3378 B02 9/10/20 27 3372 B03 9/10/20 28 3213 HJ7 9/10/20 29 3225 HJ7A 9/10/20 30 3320 HJ7B 9/10/20 31 3204 J1 9/10/20 32 3216 J1A 9/10/20 33 3307 J1B 9/10/20 34 3207 J3 9/10/20 35 3219 J3A 9/10/20 36 3304 J3B 9/10/20 Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3 These truss designs rely on lumber values established by others. RE: Job ARMSBSB2 Page 2 of 2 No.Seq #Truss Name Date 37 3210 J5 9/10/20 38 3222 J5A 9/10/20 39 3301 J5B 9/10/20 40 3201 J7 9/10/20 41 3298 J7B 9/10/20 42 3352 V01 9/10/20 43 3355 V02 9/10/20 44 3358 V03 9/10/20 45 3361 V04 9/10/20 46 3364 V05 9/10/20 47 STDL01 STD. DETAIL 9/10/20 48 STDL02 STD. DETAIL 9/10/20 49 STDL03 STD. DETAIL 9/10/20 50 STDL04 STD. DETAIL 9/10/20 51 STDL05 STD. DETAIL 9/10/20 52 STDL06 STD. DETAIL 9/10/20 53 STDL07 STD. DETAIL 9/10/20 54 STDL08 STD. DETAIL 9/10/20 55 STDL09 STD. DETAIL 9/10/20 56 STDL10 STD. DETAIL 9/10/20 57 STDL11 STD. DETAIL 9/10/20 58 STDL12 STD. DETAIL 9/10/20 59 STDL13 STD. DETAIL 9/10/20 60 STDL14 STD. DETAIL 9/10/20 61 STDL15 STD. DETAIL 9/10/20 62 STDL16 STD. DETAIL 9/10/20 Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 T2,T3 2x6 SP 2400f-2.0E; Bot chord 2x4 SP 2400f-2.0E B2 2x6 SP 2400f-2.0E; Webs 2x4 SP #3 W2 2x4 SP #2; Lt Wedge: 2x4 SP #3;Rt Wedge: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.46 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 34.67 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: 254 lb Conc. Load at 7.03,27.64 TC: 186 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,17.60,19.60,21.60,23.60,25.60 BC: 442 lb Conc. Load at 7.03 BC: 111 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,17.60,19.60,21.60,23.60,25.60 BC: 464 lb Conc. Load at 27.64 Plating Notes (++) - This plate works for both joints covered. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.00 27.67 BC 43 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 3204 /- /- /- /2456 /- H 3126 /- /- /- /2380 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 2.7 H Brg Width = 3.5 Min Req = 2.6 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 -36 B - C 4894 -6354 C - D 6757 -8740 D - E 6817 -8812 Chords Tens. Comp. E - F 6820 -8814 F - G 6820 -8814 G - H 4930 -6404 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 5600 -4303 N - M 5581 -4299 M - L 5582 -4299 L - K 8824 -6855 Chords Tens. Comp. K - J 5628 -4332 J - I 5626 -4332 I - H 5647 -4337 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - C 500 -107 C - L 3537 -2750 L - D 1177 -1010 D - K 43 -14 Webs Tens. Comp. E - K 1150 -976 K - G 3554 -2771 G - I 539 -128 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.47 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.566 E 728 360 VERT(CL): 0.796 E 518 240 HORZ(LL): -0.155 I - - HORZ(TL): 0.219 I - - Creep Factor: 2.0 Max TC CSI: 0.931 Max BC CSI: 0.933 Max Web CSI: 0.802 Wgt: 184.1 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A01 Truss Type HIPS Qty 1 Ply 1 3249 09/10/2020 34'8" 7'20'8"7' 1'5"9 4"33'10"34'5"15(a)(a) A B C D E F G H IJKLMN 6 12 4X12(B7R) 1.5X4 H0710 H0510 4X10 5X6 7X10 H0710(++) H0510 H0710 1.5X4 5X10(B7R) 7'0"6 442# 254# 2'0"6 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 6"8 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2'0"6 464# 253# 7'0"6 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 T2,T3 2x6 SP 2400f-2.0E; Bot chord 2x4 SP 2400f-2.0E B2 2x6 SP 2400f-2.0E; Webs 2x4 SP #3 W2 2x4 SP #2; Lt Wedge: 2x4 SP #3;Rt Wedge: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.46 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 34.67 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: 254 lb Conc. Load at 7.03,27.64 TC: 186 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,17.60,19.60,21.60,23.60,25.60 BC: 442 lb Conc. Load at 7.03 BC: 111 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,17.60,19.60,21.60,23.60,25.60 BC: 464 lb Conc. Load at 27.64 Plating Notes (++) - This plate works for both joints covered. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.00 27.67 BC 43 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 3204 /- /- /- /2456 /- H 3126 /- /- /- /2380 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 2.7 H Brg Width = 3.5 Min Req = 2.6 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 -36 B - C 4894 -6354 C - D 6757 -8740 D - E 6817 -8812 Chords Tens. Comp. E - F 6820 -8814 F - G 6820 -8814 G - H 4930 -6404 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 5600 -4303 N - M 5581 -4299 M - L 5582 -4299 L - K 8824 -6855 Chords Tens. Comp. K - J 5628 -4332 J - I 5626 -4332 I - H 5647 -4337 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - C 500 -107 C - L 3537 -2750 L - D 1177 -1010 D - K 43 -14 Webs Tens. Comp. E - K 1150 -976 K - G 3554 -2771 G - I 539 -128 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.47 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.566 E 728 360 VERT(CL): 0.796 E 518 240 HORZ(LL): -0.155 I - - HORZ(TL): 0.219 I - - Creep Factor: 2.0 Max TC CSI: 0.931 Max BC CSI: 0.933 Max Web CSI: 0.802 Wgt: 184.1 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A01 Truss Type HIPS Qty 1 Ply 1 3249 09/10/2020 34'8" 7'20'8"7' 1'5"9 4"33'10"34'5"15(a)(a) A B C D E F G H IJKLMN 6 12 4X12(B7R) 1.5X4 H0710 H0510 4X10 5X6 7X10 H0710(++) H0510 H0710 1.5X4 5X10(B7R) 7'0"6 442# 254# 2'0"6 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 6"8 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2'0"6 464# 253# 7'0"6 Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.00 25.67 BC 55 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1413 /- /- /844 /937 /214 G 1321 /- /- /737 /864 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 G Brg Width = 3.5 Min Req = 1.6 Bearings B & G are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 1566 -2335 C - D 1890 -2553 Chords Tens. Comp. D - E 1890 -2553 E - F 1890 -2553 F - G 1575 -2346 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1987 -1233 L - K 1992 -1232 K - J 1992 -1232 Chords Tens. Comp. J - I 2004 -1231 I - H 2004 -1231 H - G 1999 -1232 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 312 0 C - J 639 -451 D - J 469 -508 Webs Tens. Comp. J - F 625 -411 H - F 314 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.154 D 999 360 VERT(CL): 0.291 D 999 240 HORZ(LL): 0.057 H - - HORZ(TL): 0.108 H - - Creep Factor: 2.0 Max TC CSI: 0.643 Max BC CSI: 0.954 Max Web CSI: 0.746 Wgt: 152.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A02 Truss Type HIPS Qty 1 Ply 1 3255 09/10/2020 34'8" 9'16'8"9' 1'5"9 4"34'10"35'5"15A B C D E F G HIJKL 6 12 4X4(A2) 7X6(R) 1.5X3 3X6 1.5X4 3X8 H0308 3X6 1.5X3 7X6(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 Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.00 25.67 BC 55 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1413 /- /- /844 /937 /214 G 1321 /- /- /737 /864 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 G Brg Width = 3.5 Min Req = 1.6 Bearings B & G are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 1566 -2335 C - D 1890 -2553 Chords Tens. Comp. D - E 1890 -2553 E - F 1890 -2553 F - G 1575 -2346 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1987 -1233 L - K 1992 -1232 K - J 1992 -1232 Chords Tens. Comp. J - I 2004 -1231 I - H 2004 -1231 H - G 1999 -1232 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 312 0 C - J 639 -451 D - J 469 -508 Webs Tens. Comp. J - F 625 -411 H - F 314 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.154 D 999 360 VERT(CL): 0.291 D 999 240 HORZ(LL): 0.057 H - - HORZ(TL): 0.108 H - - Creep Factor: 2.0 Max TC CSI: 0.643 Max BC CSI: 0.954 Max Web CSI: 0.746 Wgt: 152.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A02 Truss Type HIPS Qty 1 Ply 1 3255 09/10/2020 34'8" 9'16'8"9' 1'5"9 4"34'10"35'5"15A B C D E F G HIJKL 6 12 4X4(A2) 7X6(R) 1.5X3 3X6 1.5X4 3X8 H0308 3X6 1.5X3 7X6(R) 4X4(A2) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP M-30 B2 2x4 SP #2; Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 23.67 BC 72 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1413 /- /- /855 /935 /254 H 1321 /- /- /747 /862 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 H Brg Width = 3.5 Min Req = 1.6 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 1668 -2427 C - D 1464 -2077 D - E 1602 -2067 Chords Tens. Comp. E - F 1602 -2067 F - G 1471 -2085 G - H 1680 -2443 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 2106 -1382 M - L 1792 -1028 L - K 1792 -1028 Chords Tens. Comp. K - J 1798 -1022 J - I 1798 -1022 I - H 2124 -1389 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 421 -357 D - M 412 -116 D - K 364 -309 E - K 390 -413 Webs Tens. Comp. K - F 356 -288 F - I 416 -127 I - G 435 -372 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.149 E 999 360 VERT(CL): 0.266 E 999 240 HORZ(LL): 0.050 I - - HORZ(TL): 0.096 I - - Creep Factor: 2.0 Max TC CSI: 0.601 Max BC CSI: 0.984 Max Web CSI: 0.399 Wgt: 169.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A03 Truss Type HIPS Qty 1 Ply 1 3259 09/10/2020 34'8" 11'12'8"11' 1'5"9 4"35'10"36'5"15A B C D E F G H IJKLM 6 12 4X4(A2) 1.5X4 6X6 3X4 4X6 1.5X3 3X8 4X6 6X6 3X4 1.5X4 4X4(A2) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP M-30 B2 2x4 SP #2; Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 23.67 BC 72 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1413 /- /- /855 /935 /254 H 1321 /- /- /747 /862 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 H Brg Width = 3.5 Min Req = 1.6 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 1668 -2427 C - D 1464 -2077 D - E 1602 -2067 Chords Tens. Comp. E - F 1602 -2067 F - G 1471 -2085 G - H 1680 -2443 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 2106 -1382 M - L 1792 -1028 L - K 1792 -1028 Chords Tens. Comp. K - J 1798 -1022 J - I 1798 -1022 I - H 2124 -1389 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 421 -357 D - M 412 -116 D - K 364 -309 E - K 390 -413 Webs Tens. Comp. K - F 356 -288 F - I 416 -127 I - G 435 -372 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.149 E 999 360 VERT(CL): 0.266 E 999 240 HORZ(LL): 0.050 I - - HORZ(TL): 0.096 I - - Creep Factor: 2.0 Max TC CSI: 0.601 Max BC CSI: 0.984 Max Web CSI: 0.399 Wgt: 169.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A03 Truss Type HIPS Qty 1 Ply 1 3259 09/10/2020 34'8" 11'12'8"11' 1'5"9 4"35'10"36'5"15A B C D E F G H IJKLM 6 12 4X4(A2) 1.5X4 6X6 3X4 4X6 1.5X3 3X8 4X6 6X6 3X4 1.5X4 4X4(A2) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.00 21.67 BC 71 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1413 /- /- /859 /665 /294 I 1321 /- /- /752 /614 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 I Brg Width = 3.5 Min Req = 1.6 Bearings B & I are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 1571 -2427 C - D 1353 -1916 D - E 1371 -1846 Chords Tens. Comp. E - F 1339 -1642 F - G 1327 -1644 G - H 1375 -1918 H - I 1602 -2444 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2093 -1284 O - N 2091 -1285 N - M 2091 -1285 M - L 1717 -950 Chords Tens. Comp. L - K 2109 -1291 K - J 2109 -1291 J - I 2111 -1290 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 203 0 C - M 453 -525 E - M 485 -277 M - F 171 -199 Webs Tens. Comp. F - L 171 -195 L - G 487 -300 L - H 482 -544 H - J 206 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.134 F 999 360 VERT(CL): 0.254 F 999 240 HORZ(LL): 0.058 J - - HORZ(TL): 0.110 J - - Creep Factor: 2.0 Max TC CSI: 0.600 Max BC CSI: 0.988 Max Web CSI: 0.541 Wgt: 179.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A04 Truss Type HIPS Qty 1 Ply 1 3265 09/10/2020 34'8" 13'8'8"13' 1'5"9 4"36'10"37'5"15A B C D E F G H I JKLMNO 6 12 4X4(A2) 1.5X3 3X4 3X6 3X6 5X6 3X8 3X4 3X8 5X6 3X6 3X4 1.5X3 4X4(A2) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.00 21.67 BC 71 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1413 /- /- /859 /665 /294 I 1321 /- /- /752 /614 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 I Brg Width = 3.5 Min Req = 1.6 Bearings B & I are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 1571 -2427 C - D 1353 -1916 D - E 1371 -1846 Chords Tens. Comp. E - F 1339 -1642 F - G 1327 -1644 G - H 1375 -1918 H - I 1602 -2444 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2093 -1284 O - N 2091 -1285 N - M 2091 -1285 M - L 1717 -950 Chords Tens. Comp. L - K 2109 -1291 K - J 2109 -1291 J - I 2111 -1290 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 203 0 C - M 453 -525 E - M 485 -277 M - F 171 -199 Webs Tens. Comp. F - L 171 -195 L - G 487 -300 L - H 482 -544 H - J 206 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.134 F 999 360 VERT(CL): 0.254 F 999 240 HORZ(LL): 0.058 J - - HORZ(TL): 0.110 J - - Creep Factor: 2.0 Max TC CSI: 0.600 Max BC CSI: 0.988 Max Web CSI: 0.541 Wgt: 179.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A04 Truss Type HIPS Qty 1 Ply 1 3265 09/10/2020 34'8" 13'8'8"13' 1'5"9 4"36'10"37'5"15A B C D E F G H I JKLMNO 6 12 4X4(A2) 1.5X3 3X4 3X6 3X6 5X6 3X8 3X4 3X8 5X6 3X6 3X4 1.5X3 4X4(A2) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.00 19.67 BC 70 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1413 /- /- /858 /662 /333 I 1321 /- /- /751 /611 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 I Brg Width = 3.5 Min Req = 1.6 Bearings B & I are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 1509 -2396 C - D 1244 -1773 D - E 1276 -1756 Chords Tens. Comp. E - F 1247 -1490 F - G 1281 -1741 G - H 1251 -1767 H - I 1548 -2411 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2056 -1214 O - N 2054 -1215 N - M 2054 -1215 M - L 1488 -755 Chords Tens. Comp. L - K 2070 -1219 K - J 2070 -1219 J - I 2072 -1217 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 268 0 C - M 526 -647 E - M 422 -211 E - L 214 -210 Webs Tens. Comp. L - F 424 -260 L - H 561 -668 H - J 272 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.126 M 999 360 VERT(CL): 0.239 M 999 240 HORZ(LL): 0.057 J - - HORZ(TL): 0.109 J - - Creep Factor: 2.0 Max TC CSI: 0.759 Max BC CSI: 0.984 Max Web CSI: 0.301 Wgt: 175.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A05 Truss Type HIPS Qty 1 Ply 1 3269 09/10/2020 34'8" 15'4'8"15' 1'5"9 4"37'10"38'5"15(a)(a) A B CD E F G H I JKLMNO 6 12 4X4(A2) 1.5X3 3X43X6 3X6 6X6 3X4 3X8 5X6 3X6 3X6 3X4 1.5X3 4X4(A2) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.00 19.67 BC 70 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1413 /- /- /858 /662 /333 I 1321 /- /- /751 /611 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 I Brg Width = 3.5 Min Req = 1.6 Bearings B & I are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 1509 -2396 C - D 1244 -1773 D - E 1276 -1756 Chords Tens. Comp. E - F 1247 -1490 F - G 1281 -1741 G - H 1251 -1767 H - I 1548 -2411 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2056 -1214 O - N 2054 -1215 N - M 2054 -1215 M - L 1488 -755 Chords Tens. Comp. L - K 2070 -1219 K - J 2070 -1219 J - I 2072 -1217 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 268 0 C - M 526 -647 E - M 422 -211 E - L 214 -210 Webs Tens. Comp. L - F 424 -260 L - H 561 -668 H - J 272 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.126 M 999 360 VERT(CL): 0.239 M 999 240 HORZ(LL): 0.057 J - - HORZ(TL): 0.109 J - - Creep Factor: 2.0 Max TC CSI: 0.759 Max BC CSI: 0.984 Max Web CSI: 0.301 Wgt: 175.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A05 Truss Type HIPS Qty 1 Ply 1 3269 09/10/2020 34'8" 15'4'8"15' 1'5"9 4"37'10"38'5"15(a)(a) A B CD E F G H I JKLMNO 6 12 4X4(A2) 1.5X3 3X43X6 3X6 6X6 3X4 3X8 5X6 3X6 3X6 3X4 1.5X3 4X4(A2) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 T2,T3 2x4 SP #2; Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 69 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1413 /- /- /844 /648 /374 H 1321 /- /- /736 /597 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 H Brg Width = 3.5 Min Req = 1.6 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 1359 -2345 C - D 1055 -1613 D - E 1093 -1604 Chords Tens. Comp. E - F 1110 -1568 F - G 1078 -1614 G - H 1409 -2358 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 1999 -1062 M - L 1997 -1063 L - K 1997 -1063 Chords Tens. Comp. K - J 2011 -1071 J - I 2011 -1071 I - H 2014 -1070 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - C 306 0 C - K 618 -755 E - K 842 -517 Webs Tens. Comp. K - G 634 -771 G - I 308 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.117 K 999 360 VERT(CL): 0.221 K 999 240 HORZ(LL): 0.057 I - - HORZ(TL): 0.109 I - - Creep Factor: 2.0 Max TC CSI: 0.731 Max BC CSI: 0.964 Max Web CSI: 0.752 Wgt: 161.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A06 Truss Type HIPS Qty 1 Ply 1 3275 09/10/2020 34'8" 17'8"17' 1'5"9 4"38'10"39'5"15(a)(a) A B CD E F G H IJKLM 6 12 4X4(A2) 1.5X3 3X4(**) 4X6 3X6 H0510 3X8 3X6 3X6 3X4 1.5X3 4X4(A2) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 T2,T3 2x4 SP #2; Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 69 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1413 /- /- /844 /648 /374 H 1321 /- /- /736 /597 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 H Brg Width = 3.5 Min Req = 1.6 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 1359 -2345 C - D 1055 -1613 D - E 1093 -1604 Chords Tens. Comp. E - F 1110 -1568 F - G 1078 -1614 G - H 1409 -2358 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 1999 -1062 M - L 1997 -1063 L - K 1997 -1063 Chords Tens. Comp. K - J 2011 -1071 J - I 2011 -1071 I - H 2014 -1070 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - C 306 0 C - K 618 -755 E - K 842 -517 Webs Tens. Comp. K - G 634 -771 G - I 308 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.117 K 999 360 VERT(CL): 0.221 K 999 240 HORZ(LL): 0.057 I - - HORZ(TL): 0.109 I - - Creep Factor: 2.0 Max TC CSI: 0.731 Max BC CSI: 0.964 Max Web CSI: 0.752 Wgt: 161.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A06 Truss Type HIPS Qty 1 Ply 1 3275 09/10/2020 34'8" 17'8"17' 1'5"9 4"38'10"39'5"15(a)(a) A B CD E F G H IJKLM 6 12 4X4(A2) 1.5X3 3X4(**) 4X6 3X6 H0510 3X8 3X6 3X6 3X4 1.5X3 4X4(A2) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 T2,T3 2x4 SP #2; Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 69 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1413 /- /- /850 /659 /380 H 1321 /- /- /742 /608 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 H Brg Width = 3.5 Min Req = 1.6 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 1382 -2345 C - D 1083 -1613 D - E 1123 -1604 Chords Tens. Comp. E - F 1140 -1568 F - G 1106 -1614 G - H 1437 -2358 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 1999 -1082 M - L 1997 -1083 L - K 1997 -1083 Chords Tens. Comp. K - J 2011 -1096 J - I 2011 -1096 I - H 2014 -1095 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - C 306 0 C - K 613 -755 E - K 843 -515 Webs Tens. Comp. K - G 628 -772 G - I 308 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.117 K 999 360 VERT(CL): 0.221 K 999 240 HORZ(LL): 0.057 I - - HORZ(TL): 0.109 I - - Creep Factor: 2.0 Max TC CSI: 0.720 Max BC CSI: 0.995 Max Web CSI: 0.749 Wgt: 162.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A07 Truss Type COMN Qty 1 Ply 1 3282 09/10/2020 34'8" 17'4"17'4" 1'5"9 4"39'0"39'7"15(a)(a) A B CD E F G H IJKLM 6 12 4X4(A2) 1.5X3 3X4(**) 4X6 3X6 5X6 3X8 3X6 3X6 3X4 1.5X3 4X4(A2) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 T2,T3 2x4 SP #2; Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 69 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1413 /- /- /850 /659 /380 H 1321 /- /- /742 /608 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 H Brg Width = 3.5 Min Req = 1.6 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 1382 -2345 C - D 1083 -1613 D - E 1123 -1604 Chords Tens. Comp. E - F 1140 -1568 F - G 1106 -1614 G - H 1437 -2358 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 1999 -1082 M - L 1997 -1083 L - K 1997 -1083 Chords Tens. Comp. K - J 2011 -1096 J - I 2011 -1096 I - H 2014 -1095 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - C 306 0 C - K 613 -755 E - K 843 -515 Webs Tens. Comp. K - G 628 -772 G - I 308 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.117 K 999 360 VERT(CL): 0.221 K 999 240 HORZ(LL): 0.057 I - - HORZ(TL): 0.109 I - - Creep Factor: 2.0 Max TC CSI: 0.720 Max BC CSI: 0.995 Max Web CSI: 0.749 Wgt: 162.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A07 Truss Type COMN Qty 1 Ply 1 3282 09/10/2020 34'8" 17'4"17'4" 1'5"9 4"39'0"39'7"15(a)(a) A B CD E F G H IJKLM 6 12 4X4(A2) 1.5X3 3X4(**) 4X6 3X6 5X6 3X8 3X6 3X6 3X4 1.5X3 4X4(A2) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 T2 2x4 SP #2; Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 72 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1411 /- /- /844 /647 /398 H 1411 /- /- /844 /647 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 H Brg Width = 3.5 Min Req = 1.7 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 1343 -2340 C - D 1051 -1609 D - E 1089 -1600 Chords Tens. Comp. E - F 1089 -1600 F - G 1051 -1609 G - H 1343 -2340 H - I 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 1995 -961 N - M 1992 -962 M - L 1992 -962 Chords Tens. Comp. L - K 1992 -1000 K - J 1992 -1000 J - H 1995 -999 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - C 306 0 C - L 615 -753 E - L 834 -491 Webs Tens. Comp. L - G 615 -753 G - J 306 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.118 L 999 360 VERT(CL): 0.223 L 999 240 HORZ(LL): 0.057 J - - HORZ(TL): 0.108 J - - Creep Factor: 2.0 Max TC CSI: 0.727 Max BC CSI: 0.974 Max Web CSI: 0.714 Wgt: 162.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A08 Truss Type HIPS Qty 1 Ply 1 3289 09/10/2020 34'8" 17'8"17' 1'5"9 1'5"9 4"38'10"39'5"15(a)(a) A B CD E F G H I JKLMN 6 12 4X4(A2) 1.5X3 3X4(**) 4X6 3X6 H0510 3X8 3X6 4X6 3X4(**) 1.5X3 4X4(A2) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 T2 2x4 SP #2; Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 72 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1411 /- /- /844 /647 /398 H 1411 /- /- /844 /647 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 H Brg Width = 3.5 Min Req = 1.7 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 1343 -2340 C - D 1051 -1609 D - E 1089 -1600 Chords Tens. Comp. E - F 1089 -1600 F - G 1051 -1609 G - H 1343 -2340 H - I 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 1995 -961 N - M 1992 -962 M - L 1992 -962 Chords Tens. Comp. L - K 1992 -1000 K - J 1992 -1000 J - H 1995 -999 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - C 306 0 C - L 615 -753 E - L 834 -491 Webs Tens. Comp. L - G 615 -753 G - J 306 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.118 L 999 360 VERT(CL): 0.223 L 999 240 HORZ(LL): 0.057 J - - HORZ(TL): 0.108 J - - Creep Factor: 2.0 Max TC CSI: 0.727 Max BC CSI: 0.974 Max Web CSI: 0.714 Wgt: 162.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A08 Truss Type HIPS Qty 1 Ply 1 3289 09/10/2020 34'8" 17'8"17' 1'5"9 1'5"9 4"38'10"39'5"15(a)(a) A B CD E F G H I JKLMN 6 12 4X4(A2) 1.5X3 3X4(**) 4X6 3X6 H0510 3X8 3X6 4X6 3X4(**) 1.5X3 4X4(A2) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.00 19.67 BC 73 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1411 /- /- /859 /661 /357 I 1411 /- /- /859 /661 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 I Brg Width = 3.5 Min Req = 1.7 Bearings B & I are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 1492 -2392 C - D 1232 -1768 D - E 1260 -1727 E - F 1242 -1485 Chords Tens. Comp. F - G 1256 -1720 G - H 1228 -1761 H - I 1491 -2392 I - J 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 2053 -1116 P - O 2051 -1117 O - N 2051 -1117 N - M 1483 -662 Chords Tens. Comp. M - L 2051 -1155 L - K 2051 -1155 K - I 2053 -1153 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - C 268 0 C - N 529 -649 E - N 421 -209 E - M 213 -209 Webs Tens. Comp. M - F 423 -240 M - H 531 -652 H - K 269 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.128 N 999 360 VERT(CL): 0.240 N 999 240 HORZ(LL): 0.057 K - - HORZ(TL): 0.108 K - - Creep Factor: 2.0 Max TC CSI: 0.749 Max BC CSI: 0.987 Max Web CSI: 0.300 Wgt: 177.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A09 Truss Type HIPS Qty 1 Ply 1 3295 09/10/2020 34'8" 15'4'8"15' 1'5"9 1'5"9 4"37'10"38'5"15(a)(a) A B C D E F G H I J KLMNOP 6 12 4X4(A2) 1.5X3 3X4 3X6 3X6 5X6 3X4 3X8 5X6 3X6 3X6 3X4 1.5X3 4X4(A2) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.00 19.67 BC 73 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1411 /- /- /859 /661 /357 I 1411 /- /- /859 /661 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 I Brg Width = 3.5 Min Req = 1.7 Bearings B & I are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 1492 -2392 C - D 1232 -1768 D - E 1260 -1727 E - F 1242 -1485 Chords Tens. Comp. F - G 1256 -1720 G - H 1228 -1761 H - I 1491 -2392 I - J 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 2053 -1116 P - O 2051 -1117 O - N 2051 -1117 N - M 1483 -662 Chords Tens. Comp. M - L 2051 -1155 L - K 2051 -1155 K - I 2053 -1153 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - C 268 0 C - N 529 -649 E - N 421 -209 E - M 213 -209 Webs Tens. Comp. M - F 423 -240 M - H 531 -652 H - K 269 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.128 N 999 360 VERT(CL): 0.240 N 999 240 HORZ(LL): 0.057 K - - HORZ(TL): 0.108 K - - Creep Factor: 2.0 Max TC CSI: 0.749 Max BC CSI: 0.987 Max Web CSI: 0.300 Wgt: 177.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A09 Truss Type HIPS Qty 1 Ply 1 3295 09/10/2020 34'8" 15'4'8"15' 1'5"9 1'5"9 4"37'10"38'5"15(a)(a) A B C D E F G H I J KLMNOP 6 12 4X4(A2) 1.5X3 3X4 3X6 3X6 5X6 3X4 3X8 5X6 3X6 3X6 3X4 1.5X3 4X4(A2) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.00 21.67 BC 74 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1411 /- /- /860 /663 /317 J 1411 /- /- /860 /663 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 J Brg Width = 3.5 Min Req = 1.7 Bearings B & J are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 1553 -2422 C - D 1333 -1911 D - E 1351 -1841 E - F 1321 -1638 Chords Tens. Comp. F - G 1321 -1638 G - H 1351 -1841 H - I 1333 -1911 I - J 1552 -2422 J - K 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 2089 -1185 Q - P 2087 -1186 P - O 2087 -1186 O - N 1712 -882 Chords Tens. Comp. N - M 2087 -1224 M - L 2087 -1224 L - J 2089 -1223 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - C 203 0 C - O 455 -526 E - O 484 -274 O - F 170 -196 Webs Tens. Comp. F - N 170 -195 N - G 484 -275 N - I 454 -526 I - L 203 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.135 F 999 360 VERT(CL): 0.255 F 999 240 HORZ(LL): 0.058 L - - HORZ(TL): 0.110 L - - Creep Factor: 2.0 Max TC CSI: 0.588 Max BC CSI: 0.989 Max Web CSI: 0.523 Wgt: 182.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A10 Truss Type HIPS Qty 1 Ply 1 3348 09/10/2020 34'8" 13'8'8"13' 1'5"9 1'5"9 4"36'10"37'5"15A B C D E F G H I J K LMNOPQ 6 12 4X4(A2) 1.5X3 3X4 3X6 3X6 5X6 3X8 3X4 3X8 5X6 3X6 3X6 3X4 1.5X3 4X4(A2) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.00 21.67 BC 74 0.15 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1411 /- /- /860 /663 /317 J 1411 /- /- /860 /663 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 J Brg Width = 3.5 Min Req = 1.7 Bearings B & J are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 1553 -2422 C - D 1333 -1911 D - E 1351 -1841 E - F 1321 -1638 Chords Tens. Comp. F - G 1321 -1638 G - H 1351 -1841 H - I 1333 -1911 I - J 1552 -2422 J - K 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 2089 -1185 Q - P 2087 -1186 P - O 2087 -1186 O - N 1712 -882 Chords Tens. Comp. N - M 2087 -1224 M - L 2087 -1224 L - J 2089 -1223 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - C 203 0 C - O 455 -526 E - O 484 -274 O - F 170 -196 Webs Tens. Comp. F - N 170 -195 N - G 484 -275 N - I 454 -526 I - L 203 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.135 F 999 360 VERT(CL): 0.255 F 999 240 HORZ(LL): 0.058 L - - HORZ(TL): 0.110 L - - Creep Factor: 2.0 Max TC CSI: 0.588 Max BC CSI: 0.989 Max Web CSI: 0.523 Wgt: 182.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A10 Truss Type HIPS Qty 1 Ply 1 3348 09/10/2020 34'8" 13'8'8"13' 1'5"9 1'5"9 4"36'10"37'5"15A B C D E F G H I J K LMNOPQ 6 12 4X4(A2) 1.5X3 3X4 3X6 3X6 5X6 3X8 3X4 3X8 5X6 3X6 3X6 3X4 1.5X3 4X4(A2) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 T3 2x4 SP #2; Bot chord 2x4 SP M-30 B3 2x4 SP #2; Webs 2x4 SP #3 W6 2x4 SP #2; Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 23.67 BC 56 0.15 11.12 BC 57 11.12 18.65 BC 76 18.73 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1414 /- /- /854 /933 /278 H 1411 /- /- /855 /932 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.6 H Brg Width = 3.5 Min Req = 1.7 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 2847 -4419 C - D 2412 -3931 D - E 2297 -3527 Chords Tens. Comp. E - F 2799 -4241 F - G 1437 -2062 G - H 1653 -2425 H - I 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 4001 -2442 N - L 4271 -2391 M - K 25 -18 Chords Tens. Comp. K - J 25 -18 J - H 2106 -1325 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - N 552 -397 D - N 1286 -656 N - E 611 -795 E - L 211 -116 L - M 27 -1 Webs Tens. Comp. L - J 2014 -1078 L - F 2811 -1615 J - F 446 -729 J - G 438 -376 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.393 E 999 360 VERT(CL): 0.742 E 556 240 HORZ(LL): 0.236 J - - HORZ(TL): 0.444 J - - Creep Factor: 2.0 Max TC CSI: 0.648 Max BC CSI: 0.977 Max Web CSI: 0.961 Wgt: 176.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A11 Truss Type HIPS Qty 1 Ply 1 3342 09/10/2020 34'8" 11'12'8"11' 11'1"8 7'5"8 16'1"1'5"9 1'5"9 4"32'8"85'10"36'5"15A B C D E F G H I JK L M N 6 12 3 12 3X8(A1) 1.5X3 5X6 5X10(SRS) 3X4 H0714 1.5X3 3X6 4X10 5X10 1.5X4 4X4(A2) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 T3 2x4 SP #2; Bot chord 2x4 SP M-30 B3 2x4 SP #2; Webs 2x4 SP #3 W6 2x4 SP #2; Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 23.67 BC 56 0.15 11.12 BC 57 11.12 18.65 BC 76 18.73 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1414 /- /- /854 /933 /278 H 1411 /- /- /855 /932 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.6 H Brg Width = 3.5 Min Req = 1.7 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 2847 -4419 C - D 2412 -3931 D - E 2297 -3527 Chords Tens. Comp. E - F 2799 -4241 F - G 1437 -2062 G - H 1653 -2425 H - I 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 4001 -2442 N - L 4271 -2391 M - K 25 -18 Chords Tens. Comp. K - J 25 -18 J - H 2106 -1325 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - N 552 -397 D - N 1286 -656 N - E 611 -795 E - L 211 -116 L - M 27 -1 Webs Tens. Comp. L - J 2014 -1078 L - F 2811 -1615 J - F 446 -729 J - G 438 -376 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.393 E 999 360 VERT(CL): 0.742 E 556 240 HORZ(LL): 0.236 J - - HORZ(TL): 0.444 J - - Creep Factor: 2.0 Max TC CSI: 0.648 Max BC CSI: 0.977 Max Web CSI: 0.961 Wgt: 176.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A11 Truss Type HIPS Qty 1 Ply 1 3342 09/10/2020 34'8" 11'12'8"11' 11'1"8 7'5"8 16'1"1'5"9 1'5"9 4"32'8"85'10"36'5"15A B C D E F G H I JK L M N 6 12 3 12 3X8(A1) 1.5X3 5X6 5X10(SRS) 3X4 H0714 1.5X3 3X6 4X10 5X10 1.5X4 4X4(A2) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 T2 2x4 SP #2; Bot chord 2x4 SP M-30 B3,B4 2x4 SP #2; Webs 2x4 SP #3 W7 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.00 25.67 BC 58 0.15 9.12 BC 54 9.12 18.73 BC 58 18.73 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1414 /- /- /844 /935 /238 H 1411 /- /- /845 /935 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.6 H Brg Width = 3.5 Min Req = 1.7 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 2657 -4266 C - D 2554 -3782 D - E 3377 -5118 Chords Tens. Comp. E - F 3377 -5118 F - G 3345 -5063 G - H 1545 -2326 H - I 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3832 -2189 O - N 4611 -2673 N - L 4614 -2675 Chords Tens. Comp. M - K 63 -36 K - J 63 -36 J - H 1979 -1169 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 1432 -746 O - D 650 -926 D - N 131 -80 D - L 555 -372 F - L 353 -334 Webs Tens. Comp. L - M 81 0 L - J 1997 -1172 L - G 3268 -1962 J - G 443 -529 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.509 F 811 360 VERT(CL): 0.958 F 430 240 HORZ(LL): 0.258 J - - HORZ(TL): 0.486 J - - Creep Factor: 2.0 Max TC CSI: 0.952 Max BC CSI: 0.996 Max Web CSI: 0.761 Wgt: 166.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A12 Truss Type HIPS Qty 1 Ply 1 3338 09/10/2020 34'8" 9'16'8"9' 9'1"8 9'5"8 16'1"1'5"9 1'5"9 4"32'2"84'10"35'5"15(a) (a) A B C D E F G H I JK L M NO 6 12 3 12 3X8(A1) 5X6 5X10(SRS) 3X8 1.5X3 H0308 1.5X3 6X10 1.5X4 3X6 3X8 6X12 4X4(A2) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP 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 on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.00 25.67 BC 58 0.15 9.12 BC 54 9.12 18.73 BC 58 18.73 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1414 /- /- /844 /935 /238 H 1411 /- /- /845 /935 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.6 H Brg Width = 3.5 Min Req = 1.7 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 2657 -4266 C - D 2554 -3782 D - E 3377 -5118 Chords Tens. Comp. E - F 3377 -5118 F - G 3345 -5063 G - H 1545 -2326 H - I 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3832 -2189 O - N 4611 -2673 N - L 4614 -2675 Chords Tens. Comp. M - K 63 -36 K - J 63 -36 J - H 1979 -1169 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 1432 -746 O - D 650 -926 D - N 131 -80 D - L 555 -372 F - L 353 -334 Webs Tens. Comp. L - M 81 0 L - J 1997 -1172 L - G 3268 -1962 J - G 443 -529 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.47 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.509 F 811 360 VERT(CL): 0.958 F 430 240 HORZ(LL): 0.258 J - - HORZ(TL): 0.486 J - - Creep Factor: 2.0 Max TC CSI: 0.952 Max BC CSI: 0.996 Max Web CSI: 0.761 Wgt: 166.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A12 Truss Type HIPS Qty 1 Ply 1 3338 09/10/2020 34'8" 9'16'8"9' 9'1"8 9'5"8 16'1"1'5"9 1'5"9 4"32'2"84'10"35'5"15(a) (a) A B C D E F G H I JK L M NO 6 12 3 12 3X8(A1) 5X6 5X10(SRS) 3X8 1.5X3 H0308 1.5X3 6X10 1.5X4 3X6 3X8 6X12 4X4(A2) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x6 SP 2400f-2.0E T1 2x4 SP M-30; T4 2x4 SP #2; Bot chord 2x4 SP 2400f-2.0E 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 on member. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 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: 205 lb Conc. Load at 7.03 TC: 184 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,17.60 TC: 186 lb Conc. Load at 19.60,21.60,23.60,25.60 TC: 254 lb Conc. Load at 27.64 BC: 506 lb Conc. Load at 7.03 BC: 111 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,17.60,19.60,21.60,23.60,25.60 BC: 442 lb Conc. Load at 27.64 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.00 27.67 BC 64 0.15 7.26 BC 48 7.26 18.73 BC 68 18.73 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 3206 /- /- /- /2449 /- I 3196 /- /- /- /2451 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 I Brg Width = 3.5 Min Req = 1.9 Bearings B & I are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 -18 B - C 4525 -5876 C - D 4255 -5549 D - E 4255 -5549 E - F 7486 -9599 Chords Tens. Comp. F - G 7383 -9460 G - H 3006 -3882 H - I 2430 -3148 I - J 20 -18 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 5412 -4146 P - O 8135 -6310 O - M 8143 -6314 Chords Tens. Comp. N - L 125 -98 L - K 2762 -2130 K - I 2772 -2133 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 2366 -1734 P - E 2150 -2704 E - O 206 -57 E - M 1514 -1216 F - M 309 -211 M - N 59 0 Webs Tens. Comp. M - G 5824 -4565 M - L 4214 -3268 G - L 1983 -2391 L - H 1413 -1104 H - K 244 -70 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.47 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -1.049 F 393 360 VERT(CL): 1.475 F 279 240 HORZ(LL): -0.454 K - - HORZ(TL): 0.641 K - - Creep Factor: 2.0 Max TC CSI: 0.843 Max BC CSI: 0.994 Max Web CSI: 0.951 Wgt: 371.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A13 Truss Type HIPS Qty 1 Ply 2 3334 09/10/2020 34'8" 7'20'8"7' 7'3"2 11'3"14 16'1"1'5"9 1'5"9 4"3 1'8"143'10"34'5"15(a) A B C D E F G H I J KL M N OP 6 12 3 12 4X10(F1) H0710 H0714(SRS) H0510 4X10 1.5X3 1.5X4 H1319 1.5X3 5X10 6X10 5X6 1.5X3 4X6(A2) 7'0"6 506# 205# 2'0"6 111# 184# 2' 111# 184# 2' 111# 184# 2' 111# 184# 2' 111# 184# 6"8 111# 184# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2'0"6 442# 254# 7'0"6 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x6 SP 2400f-2.0E T1 2x4 SP M-30; T4 2x4 SP #2; Bot chord 2x4 SP 2400f-2.0E 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 on member. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 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: 205 lb Conc. Load at 7.03 TC: 184 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,17.60 TC: 186 lb Conc. Load at 19.60,21.60,23.60,25.60 TC: 254 lb Conc. Load at 27.64 BC: 506 lb Conc. Load at 7.03 BC: 111 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,17.60,19.60,21.60,23.60,25.60 BC: 442 lb Conc. Load at 27.64 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.00 27.67 BC 64 0.15 7.26 BC 48 7.26 18.73 BC 68 18.73 34.52 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 3206 /- /- /- /2449 /- I 3196 /- /- /- /2451 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 I Brg Width = 3.5 Min Req = 1.9 Bearings B & I are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 -18 B - C 4525 -5876 C - D 4255 -5549 D - E 4255 -5549 E - F 7486 -9599 Chords Tens. Comp. F - G 7383 -9460 G - H 3006 -3882 H - I 2430 -3148 I - J 20 -18 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 5412 -4146 P - O 8135 -6310 O - M 8143 -6314 Chords Tens. Comp. N - L 125 -98 L - K 2762 -2130 K - I 2772 -2133 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 2366 -1734 P - E 2150 -2704 E - O 206 -57 E - M 1514 -1216 F - M 309 -211 M - N 59 0 Webs Tens. Comp. M - G 5824 -4565 M - L 4214 -3268 G - L 1983 -2391 L - H 1413 -1104 H - K 244 -70 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.47 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -1.049 F 393 360 VERT(CL): 1.475 F 279 240 HORZ(LL): -0.454 K - - HORZ(TL): 0.641 K - - Creep Factor: 2.0 Max TC CSI: 0.843 Max BC CSI: 0.994 Max Web CSI: 0.951 Wgt: 371.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss A13 Truss Type HIPS Qty 1 Ply 2 3334 09/10/2020 34'8" 7'20'8"7' 7'3"2 11'3"14 16'1"1'5"9 1'5"9 4"3 1'8"143'10"34'5"15(a) A B C D E F G H I J KL M N OP 6 12 3 12 4X10(F1) H0710 H0714(SRS) H0510 4X10 1.5X3 1.5X4 H1319 1.5X3 5X10 6X10 5X6 1.5X3 4X6(A2) 7'0"6 506# 205# 2'0"6 111# 184# 2' 111# 184# 2' 111# 184# 2' 111# 184# 2' 111# 184# 6"8 111# 184# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2'0"6 442# 254# 7'0"6 Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 6.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for gable wind bracing requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F* 101 /- /- /47 /75 /18 Wind reactions based on MWFRS F Brg Width = 84.0 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 58 -54 C - D 118 -12 Chords Tens. Comp. D - E 103 -29 E - F 54 -42 F - G 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 242 -52 J - I 251 -55 Chords Tens. Comp. I - H 251 -55 H - F 232 -55 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - J 297 -83 D - I 95 -106 Gables Tens. Comp. H - E 297 -83 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 H 999 360 VERT(CL): 0.001 H 999 240 HORZ(LL): -0.001 J - - HORZ(TL): 0.001 H - - Creep Factor: 2.0 Max TC CSI: 0.507 Max BC CSI: 0.098 Max Web CSI: 0.077 Wgt: 32.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss B01 Truss Type GABL Qty 1 Ply 1 3367 09/10/2020 7' 3'6"3'6" 1'5"9 1'5"9 4"32'1"32'8"15A B C D E F G HIJ 6 12 2X4(A1) 4X4 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 6.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for gable wind bracing requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F* 101 /- /- /47 /75 /18 Wind reactions based on MWFRS F Brg Width = 84.0 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 58 -54 C - D 118 -12 Chords Tens. Comp. D - E 103 -29 E - F 54 -42 F - G 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 242 -52 J - I 251 -55 Chords Tens. Comp. I - H 251 -55 H - F 232 -55 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - J 297 -83 D - I 95 -106 Gables Tens. Comp. H - E 297 -83 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 H 999 360 VERT(CL): 0.001 H 999 240 HORZ(LL): -0.001 J - - HORZ(TL): 0.001 H - - Creep Factor: 2.0 Max TC CSI: 0.507 Max BC CSI: 0.098 Max Web CSI: 0.077 Wgt: 32.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss B01 Truss Type GABL Qty 1 Ply 1 3367 09/10/2020 7' 3'6"3'6" 1'5"9 1'5"9 4"32'1"32'8"15A B C D E F G HIJ 6 12 2X4(A1) 4X4 2X4(A1) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 6.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for gable wind bracing requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F* 101 /- /- /47 /75 /18 Wind reactions based on MWFRS F 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 0 B - C 58 -54 C - D 118 -12 Chords Tens. Comp. D - E 103 -29 E - F 54 -42 F - G 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 242 -52 J - I 251 -55 Chords Tens. Comp. I - H 251 -55 H - F 232 -55 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - J 297 -83 D - I 95 -106 Gables Tens. Comp. H - E 297 -83 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 H 999 360 VERT(CL): 0.001 H 999 240 HORZ(LL): -0.001 J - - HORZ(TL): 0.001 H - - Creep Factor: 2.0 Max TC CSI: 0.507 Max BC CSI: 0.098 Max Web CSI: 0.077 Wgt: 32.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss B02 Truss Type GABL Qty 1 Ply 1 3378 09/10/2020 7' SEAT PLATE REQ. 3'6"3'6" 1'5"9 1'5"9 4"32'1"32'8"15A B C D E F G HIJ 6 12 2X4(A1) 4X4 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 6.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for gable wind bracing requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F* 101 /- /- /47 /75 /18 Wind reactions based on MWFRS F 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 0 B - C 58 -54 C - D 118 -12 Chords Tens. Comp. D - E 103 -29 E - F 54 -42 F - G 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 242 -52 J - I 251 -55 Chords Tens. Comp. I - H 251 -55 H - F 232 -55 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - J 297 -83 D - I 95 -106 Gables Tens. Comp. H - E 297 -83 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 H 999 360 VERT(CL): 0.001 H 999 240 HORZ(LL): -0.001 J - - HORZ(TL): 0.001 H - - Creep Factor: 2.0 Max TC CSI: 0.507 Max BC CSI: 0.098 Max Web CSI: 0.077 Wgt: 32.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss B02 Truss Type GABL Qty 1 Ply 1 3378 09/10/2020 7' SEAT PLATE REQ. 3'6"3'6" 1'5"9 1'5"9 4"32'1"32'8"15A B C D E F G HIJ 6 12 2X4(A1) 4X4 2X4(A1) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 80 0.15 6.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 354 /- /- /371 /243 /125 D 354 /- /- /233 /229 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 8.0 Min Req = 1.5 Bearings B & D are a rigid surface. Bearings B & D require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 492 -266 Chords Tens. Comp. C - D 444 -266 D - E 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 204 -180 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.012 999 360 VERT(CL): 0.017 999 240 HORZ(LL): -0.007 - - HORZ(TL): 0.008 - - Creep Factor: 2.0 Max TC CSI: 0.524 Max BC CSI: 0.375 Max Web CSI: 0.000 Wgt: 26.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss B03 Truss Type COMN Qty 1 Ply 1 3372 09/10/2020 7' SEAT PLATE REQ.SEAT PLATE REQ. 3'6"3'6" 1'5"9 1'5"9 4"32'1"32'8"15A B C D E 6 12 2X4(A1) 3X4 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 80 0.15 6.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 354 /- /- /371 /243 /125 D 354 /- /- /233 /229 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 8.0 Min Req = 1.5 Bearings B & D are a rigid surface. Bearings B & D require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 492 -266 Chords Tens. Comp. C - D 444 -266 D - E 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 204 -180 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.012 999 360 VERT(CL): 0.017 999 240 HORZ(LL): -0.007 - - HORZ(TL): 0.008 - - Creep Factor: 2.0 Max TC CSI: 0.524 Max BC CSI: 0.375 Max Web CSI: 0.000 Wgt: 26.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss B03 Truss Type COMN Qty 1 Ply 1 3372 09/10/2020 7' SEAT PLATE REQ.SEAT PLATE REQ. 3'6"3'6" 1'5"9 1'5"9 4"32'1"32'8"15A B C D E 6 12 2X4(A1) 3X4 2X4(A1) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 11.36 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes + 2x6 continuous strongback. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 625 /- /- /- /- /- H 619 /- /- /- /- /- K Brg Width = 7.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings K & H are a rigid surface. Bearing K requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1396 C - D 0 -1404 Chords Tens. Comp. D - E 0 -1392 E - F 2 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1012 0 J - I 1404 0 Chords Tens. Comp. I - H 811 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - M 0 -4 A - K 0 -106 K - B 0 -1125 B - J 504 0 J - C 0 -160 D - I 0 -238 Webs Tens. Comp. I - E 651 0 E - H 0 -966 F - G 0 -68 H - G 0 -11 G - H 0 -73 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.100 C 999 360 VERT(CL): 0.160 C 833 240 HORZ(LL): 0.018 B - - HORZ(TL): 0.029 B - - Creep Factor: 2.0 Max TC CSI: 0.568 Max BC CSI: 0.605 Max Web CSI: 0.312 Wgt: 64.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL01 Truss Type SY42 Qty 7 Ply 1 3174 09/10/2020 5'3"6'10"8 11'6"10 3"10 3"10 1'4"3"10 1'6" 2'6" (TYP) 11'6"10 SEAT PLATE REQ. + A B C D E F G HIJK L M 1.5X3(R) 1.5X3(R) 1.5X3 3X4 3X6 3X4 1.5X3 1.5X3 3X4 3X4 1.5X3 3X6 1.5X3(R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 11.36 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes + 2x6 continuous strongback. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 625 /- /- /- /- /- H 619 /- /- /- /- /- K Brg Width = 7.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings K & H are a rigid surface. Bearing K requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1396 C - D 0 -1404 Chords Tens. Comp. D - E 0 -1392 E - F 2 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1012 0 J - I 1404 0 Chords Tens. Comp. I - H 811 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - M 0 -4 A - K 0 -106 K - B 0 -1125 B - J 504 0 J - C 0 -160 D - I 0 -238 Webs Tens. Comp. I - E 651 0 E - H 0 -966 F - G 0 -68 H - G 0 -11 G - H 0 -73 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.100 C 999 360 VERT(CL): 0.160 C 833 240 HORZ(LL): 0.018 B - - HORZ(TL): 0.029 B - - Creep Factor: 2.0 Max TC CSI: 0.568 Max BC CSI: 0.605 Max Web CSI: 0.312 Wgt: 64.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL01 Truss Type SY42 Qty 7 Ply 1 3174 09/10/2020 5'3"6'10"8 11'6"10 3"10 3"10 1'4"3"10 1'6" 2'6" (TYP) 11'6"10 SEAT PLATE REQ. + A B C D E F G HIJK L M 1.5X3(R) 1.5X3(R) 1.5X3 3X4 3X6 3X4 1.5X3 1.5X3 3X4 3X4 1.5X3 3X6 1.5X3(R) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 .END Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 11.30 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL U 60 /- /- /- /- /- L* 108 /- /- /- /- /- U Brg Width = 7.5 Min Req = 1.5 L Brg Width = 131 Min Req = - Bearings U & U are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 7 0 C - D 1 0 D - E 1 0 E - F 1 0 Chords Tens. Comp. F - G 1 0 G - H 1 0 H - I 1 0 I - J 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. U - T 0 -1 T - S 6 0 S - R 0 -1 R - Q 0 -1 Q - P 0 -1 Chords Tens. Comp. P - O 0 -1 O - N 0 -1 N - M 0 -1 M - L 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. V - W 0 -3 A - U 0 -52 T - C 0 -18 Webs Tens. Comp. J - L 0 -25 K - X 0 -2 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - T 0 -129 C - S 0 -121 D - R 0 -138 E - Q 0 -132 Gables Tens. Comp. F - P 0 -134 G - O 0 -132 H - N 0 -138 I - M 0 -112 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 D 999 360 VERT(CL): 0.000 D 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.085 Max BC CSI: 0.009 Max Web CSI: 0.032 Wgt: 67.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL01GE Truss Type SY42 Qty 1 Ply 1 3183 09/10/2020 1'3"4 2'7"4 10'7"4 11'6"10 3"10 3"10 1'4"3"10 3"10 1'4" (TYP) 11'6"10 A B C D E F G H I J K L MNOPQRST U V W X 1.5X3(R) 1.5X3(R) 3X3 3X3 1.5X3(R) 1.5X3(R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 .END Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 11.30 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL U 60 /- /- /- /- /- L* 108 /- /- /- /- /- U Brg Width = 7.5 Min Req = 1.5 L Brg Width = 131 Min Req = - Bearings U & U are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 7 0 C - D 1 0 D - E 1 0 E - F 1 0 Chords Tens. Comp. F - G 1 0 G - H 1 0 H - I 1 0 I - J 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. U - T 0 -1 T - S 6 0 S - R 0 -1 R - Q 0 -1 Q - P 0 -1 Chords Tens. Comp. P - O 0 -1 O - N 0 -1 N - M 0 -1 M - L 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. V - W 0 -3 A - U 0 -52 T - C 0 -18 Webs Tens. Comp. J - L 0 -25 K - X 0 -2 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - T 0 -129 C - S 0 -121 D - R 0 -138 E - Q 0 -132 Gables Tens. Comp. F - P 0 -134 G - O 0 -132 H - N 0 -138 I - M 0 -112 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 D 999 360 VERT(CL): 0.000 D 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.085 Max BC CSI: 0.009 Max Web CSI: 0.032 Wgt: 67.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL01GE Truss Type SY42 Qty 1 Ply 1 3183 09/10/2020 1'3"4 2'7"4 10'7"4 11'6"10 3"10 3"10 1'4"3"10 3"10 1'4" (TYP) 11'6"10 A B C D E F G H I J K L MNOPQRST U V W X 1.5X3(R) 1.5X3(R) 3X3 3X3 1.5X3(R) 1.5X3(R) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP M-30 Bot chord 4x2 SP M-30 Webs 4x2 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 14.80 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes + 2x6 continuous strongback. Maximum panel length exceeds 30". TPI allows non-bearing partition walls to be supported at any point when panels are 30" or less. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL M 814 /- /- /- /- /- I 808 /- /- /- /- /- M Brg Width = 7.5 Min Req = 1.5 I Brg Width = 3.5 Min Req = 1.5 Bearings 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 0 B - C 0 -2299 C - D 0 -2317 Chords Tens. Comp. D - E 0 -2314 E - F 0 -1537 F - G 0 -1537 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 1403 0 L - K 2317 0 Chords Tens. Comp. K - J 2252 0 J - I 0 -2 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - O 0 -4 A - M 0 -116 M - B 0 -1559 B - L 1006 0 L - C 0 -335 D - K 0 -118 K - E 379 -160 Webs Tens. Comp. E - J 0 -791 F - J 0 -281 J - G 1680 0 G - H 0 -794 I - H 0 -11 H - I 0 -800 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.245 D 714 360 VERT(CL): 0.333 D 524 240 HORZ(LL): 0.022 J - - HORZ(TL): 0.030 J - - Creep Factor: 2.0 Max TC CSI: 0.539 Max BC CSI: 0.600 Max Web CSI: 0.800 Wgt: 82.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL02 Truss Type SY42 Qty 9 Ply 1 3180 09/10/2020 5'3"6'10"8 14'11"14 3"10 3"10 1'4"3"10 1'6" 2'6" (TYP) 14'11"14 SEAT PLATE REQ. + A B C D E F G H IJKLM N O 1.5X3(R) 1.5X3(R) 1.5X3 3X6 3X6 3X6 1.5X3 1.5X3 3X3 3X4 1.5X3 3X12 3X6 2X4(R) 1.5X3(R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP M-30 Bot chord 4x2 SP M-30 Webs 4x2 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 14.80 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes + 2x6 continuous strongback. Maximum panel length exceeds 30". TPI allows non-bearing partition walls to be supported at any point when panels are 30" or less. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL M 814 /- /- /- /- /- I 808 /- /- /- /- /- M Brg Width = 7.5 Min Req = 1.5 I Brg Width = 3.5 Min Req = 1.5 Bearings 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 0 B - C 0 -2299 C - D 0 -2317 Chords Tens. Comp. D - E 0 -2314 E - F 0 -1537 F - G 0 -1537 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 1403 0 L - K 2317 0 Chords Tens. Comp. K - J 2252 0 J - I 0 -2 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - O 0 -4 A - M 0 -116 M - B 0 -1559 B - L 1006 0 L - C 0 -335 D - K 0 -118 K - E 379 -160 Webs Tens. Comp. E - J 0 -791 F - J 0 -281 J - G 1680 0 G - H 0 -794 I - H 0 -11 H - I 0 -800 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.245 D 714 360 VERT(CL): 0.333 D 524 240 HORZ(LL): 0.022 J - - HORZ(TL): 0.030 J - - Creep Factor: 2.0 Max TC CSI: 0.539 Max BC CSI: 0.600 Max Web CSI: 0.800 Wgt: 82.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL02 Truss Type SY42 Qty 9 Ply 1 3180 09/10/2020 5'3"6'10"8 14'11"14 3"10 3"10 1'4"3"10 1'6" 2'6" (TYP) 14'11"14 SEAT PLATE REQ. + A B C D E F G H IJKLM N O 1.5X3(R) 1.5X3(R) 1.5X3 3X6 3X6 3X6 1.5X3 1.5X3 3X3 3X4 1.5X3 3X12 3X6 2X4(R) 1.5X3(R) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP M-30 Bot chord 4x2 SP M-30 Webs 4x2 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 14.74 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes + 2x6 continuous strongback. Maximum panel length exceeds 30". TPI allows non-bearing partition walls to be supported at any point when panels are 30" or less. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 810 /- /- /- /- /- H 825 /- /- /- /- /- L Brg Width = 7.5 Min Req = 1.5 H Brg Width = - Min Req = - Bearing L is a rigid surface. Bearing L requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2282 C - D 0 -2299 Chords Tens. Comp. D - E 0 -2296 E - F 0 -1500 F - G 0 -1500 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1395 0 K - J 2299 0 Chords Tens. Comp. J - I 2225 0 I - H 0 -3 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - N 0 -4 A - L 0 -116 L - B 0 -1550 B - K 996 0 K - C 0 -332 D - J 0 -120 Webs Tens. Comp. J - E 383 -150 E - I 0 -801 F - I 0 -278 I - G 1649 0 H - G 0 -15 G - H 0 -804 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.240 D 725 360 VERT(CL): 0.326 D 532 240 HORZ(LL): 0.022 I - - HORZ(TL): 0.030 I - - Creep Factor: 2.0 Max TC CSI: 0.531 Max BC CSI: 0.594 Max Web CSI: 0.785 Wgt: 84.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL02A Truss Type SY42 Qty 2 Ply 1 3177 09/10/2020 5'3"6'10"8 14'11"14 3"10 3"10 1'4"1'6" 2'6" (TYP) 14'11"14 SEAT PLATE REQ. + A B C D E F G HIJKL M N 1.5X3(R) 1.5X3(R) 1.5X3 3X6 3X6 3X6 1.5X3 1.5X3 3X3 3X4 1.5X3 3X12 3X8 2X4(R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP M-30 Bot chord 4x2 SP M-30 Webs 4x2 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 14.74 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes + 2x6 continuous strongback. Maximum panel length exceeds 30". TPI allows non-bearing partition walls to be supported at any point when panels are 30" or less. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 810 /- /- /- /- /- H 825 /- /- /- /- /- L Brg Width = 7.5 Min Req = 1.5 H Brg Width = - Min Req = - Bearing L is a rigid surface. Bearing L requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2282 C - D 0 -2299 Chords Tens. Comp. D - E 0 -2296 E - F 0 -1500 F - G 0 -1500 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1395 0 K - J 2299 0 Chords Tens. Comp. J - I 2225 0 I - H 0 -3 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - N 0 -4 A - L 0 -116 L - B 0 -1550 B - K 996 0 K - C 0 -332 D - J 0 -120 Webs Tens. Comp. J - E 383 -150 E - I 0 -801 F - I 0 -278 I - G 1649 0 H - G 0 -15 G - H 0 -804 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.240 D 725 360 VERT(CL): 0.326 D 532 240 HORZ(LL): 0.022 I - - HORZ(TL): 0.030 I - - Creep Factor: 2.0 Max TC CSI: 0.531 Max BC CSI: 0.594 Max Web CSI: 0.785 Wgt: 84.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL02A Truss Type SY42 Qty 2 Ply 1 3177 09/10/2020 5'3"6'10"8 14'11"14 3"10 3"10 1'4"1'6" 2'6" (TYP) 14'11"14 SEAT PLATE REQ. + A B C D E F G HIJKL M N 1.5X3(R) 1.5X3(R) 1.5X3 3X6 3X6 3X6 1.5X3 1.5X3 3X3 3X4 1.5X3 3X12 3X8 2X4(R) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 14.74 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL N* 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 0 B - C 7 0 C - D 1 0 D - E 1 0 E - F 1 0 F - G 1 0 Chords Tens. Comp. G - H 1 0 H - I 1 0 I - J 1 0 J - K 1 0 K - L 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Y - X 0 -1 X - W 6 0 W - V 0 -1 V - U 0 -1 U - T 0 -1 T - S 0 -1 Chords Tens. Comp. S - R 0 -1 R - Q 0 -1 Q - P 0 -1 P - O 0 -1 O - N 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Z -AA 0 -3 A - Y 0 -52 X - C 0 -18 Webs Tens. Comp. L - N 0 -66 M -AB 0 -3 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - X 0 -129 C - W 0 -121 D - V 0 -138 E - U 0 -132 F - T 0 -134 Gables Tens. Comp. G - S 0 -133 H - R 0 -133 I - Q 0 -135 J - P 0 -128 K - O 0 -156 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 L 999 360 VERT(CL): 0.001 L 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.130 Max BC CSI: 0.012 Max Web CSI: 0.036 Wgt: 84.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL02GE Truss Type SY42 Qty 1 Ply 1 3186 09/10/2020 1'3"4 2'7"4 13'3"4 14'11"14 3"10 3"10 1'4"3"10 3"10 1'4" (TYP) 14'11"14 A B C D E F G H I J K L M N OPQRSTUVWX Y Z AA AB 1.5X3(R) 1.5X3(R) 3X3 3X3 1.5X3(R) 1.5X3(R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 14.74 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL N* 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 0 B - C 7 0 C - D 1 0 D - E 1 0 E - F 1 0 F - G 1 0 Chords Tens. Comp. G - H 1 0 H - I 1 0 I - J 1 0 J - K 1 0 K - L 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Y - X 0 -1 X - W 6 0 W - V 0 -1 V - U 0 -1 U - T 0 -1 T - S 0 -1 Chords Tens. Comp. S - R 0 -1 R - Q 0 -1 Q - P 0 -1 P - O 0 -1 O - N 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Z -AA 0 -3 A - Y 0 -52 X - C 0 -18 Webs Tens. Comp. L - N 0 -66 M -AB 0 -3 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - X 0 -129 C - W 0 -121 D - V 0 -138 E - U 0 -132 F - T 0 -134 Gables Tens. Comp. G - S 0 -133 H - R 0 -133 I - Q 0 -135 J - P 0 -128 K - O 0 -156 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 L 999 360 VERT(CL): 0.001 L 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.130 Max BC CSI: 0.012 Max Web CSI: 0.036 Wgt: 84.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL02GE Truss Type SY42 Qty 1 Ply 1 3186 09/10/2020 1'3"4 2'7"4 13'3"4 14'11"14 3"10 3"10 1'4"3"10 3"10 1'4" (TYP) 14'11"14 A B C D E F G H I J K L M N OPQRSTUVWX Y Z AA AB 1.5X3(R) 1.5X3(R) 3X3 3X3 1.5X3(R) 1.5X3(R) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP M-30 Bot chord 4x2 SP M-30 Webs 4x2 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 18.73 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.39" DL: 0.18". Additional Notes + 2x6 continuous strongback. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P 1030 /- /- /- /- /- K 1024 /- /- /- /- /- P Brg Width = 7.5 Min Req = 1.5 K Brg Width = 3.5 Min Req = 1.5 Bearings 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 0 B - C 0 -3125 C - D 0 -3125 D - E 0 -3831 Chords Tens. Comp. E - F 0 -3829 F - G 0 -3161 G - H 0 -3161 H - I 2 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 1843 0 O - N 3829 0 N - M 3831 0 Chords Tens. Comp. M - L 3780 0 L - K 1885 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - R 0 -4 A - P 0 -111 P - B 0 -2048 B - O 1417 0 C - O 11 -282 O - D 0 -959 D - N 132 -60 E - M 81 -192 Webs Tens. Comp. M - F 431 -251 F - L 0 -685 G - L 0 -250 L - H 1411 0 H - K 0 -2084 I - J 0 -105 K - J 0 -11 J - K 0 -114 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.394 E 563 360 VERT(CL): 0.542 E 409 240 HORZ(LL): 0.049 K - - HORZ(TL): 0.068 K - - Creep Factor: 2.0 Max TC CSI: 0.405 Max BC CSI: 0.752 Max Web CSI: 0.675 Wgt: 103.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL03 Truss Type SY42 Qty 9 Ply 1 3390 09/10/2020 7'10"8 9'6"18'11" 3"10 3"10 1'4"3"10 1'6" 2'6" (TYP) 18'11" SEAT PLATE REQ. + A B C D E F G H I J KLMNOP Q R 1.5X3(R) 1.5X3(R) 1.5X3 3X6 3X10 1.5X3 3X10 3X4 1.5X3 1.5X3 3X3 3X4 1.5X3 3X10 3X10 1.5X3 3X8 1.5X3(R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP M-30 Bot chord 4x2 SP M-30 Webs 4x2 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 18.73 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.39" DL: 0.18". Additional Notes + 2x6 continuous strongback. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P 1030 /- /- /- /- /- K 1024 /- /- /- /- /- P Brg Width = 7.5 Min Req = 1.5 K Brg Width = 3.5 Min Req = 1.5 Bearings 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 0 B - C 0 -3125 C - D 0 -3125 D - E 0 -3831 Chords Tens. Comp. E - F 0 -3829 F - G 0 -3161 G - H 0 -3161 H - I 2 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 1843 0 O - N 3829 0 N - M 3831 0 Chords Tens. Comp. M - L 3780 0 L - K 1885 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - R 0 -4 A - P 0 -111 P - B 0 -2048 B - O 1417 0 C - O 11 -282 O - D 0 -959 D - N 132 -60 E - M 81 -192 Webs Tens. Comp. M - F 431 -251 F - L 0 -685 G - L 0 -250 L - H 1411 0 H - K 0 -2084 I - J 0 -105 K - J 0 -11 J - K 0 -114 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.394 E 563 360 VERT(CL): 0.542 E 409 240 HORZ(LL): 0.049 K - - HORZ(TL): 0.068 K - - Creep Factor: 2.0 Max TC CSI: 0.405 Max BC CSI: 0.752 Max Web CSI: 0.675 Wgt: 103.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL03 Truss Type SY42 Qty 9 Ply 1 3390 09/10/2020 7'10"8 9'6"18'11" 3"10 3"10 1'4"3"10 1'6" 2'6" (TYP) 18'11" SEAT PLATE REQ. + A B C D E F G H I J KLMNOP Q R 1.5X3(R) 1.5X3(R) 1.5X3 3X6 3X10 1.5X3 3X10 3X4 1.5X3 1.5X3 3X3 3X4 1.5X3 3X10 3X10 1.5X3 3X8 1.5X3(R) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 18.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R* 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 0 B - C 7 0 C - D 3 0 D - E 3 0 E - F 3 0 F - G 3 0 G - H 3 0 H - I 3 0 Chords Tens. Comp. I - J 8 0 J - K 1 0 K - L 1 0 L - M 1 0 M - N 1 0 N - O 1 0 O - P 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AG-AF 0 -1 AF-AE 4 0 AE-AD 0 -3 AD-AC 0 -3 AC-AB 0 -3 AB-AA 0 -3 AA- Z 0 -3 Z - Y 0 -3 Chords Tens. Comp. Y - X 1 0 X - W 0 -1 W - V 0 -1 V - U 0 -1 U - T 0 -1 T - S 0 -1 S - R 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AH-AI 0 -3 A -AG 0 -52 AF- C 0 -15 Webs Tens. Comp. I - X 0 -12 P - R 0 -51 Q -AJ 0 -3 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AF 0 -129 C -AE 0 -123 D -AD 0 -138 E -AC 0 -132 F -AB 0 -133 G -AA 0 -138 H - Z 0 -82 Gables Tens. Comp. Y - I 0 -65 X - J 0 -134 K - W 0 -133 L - V 0 -133 M - U 0 -133 N - T 0 -134 O - S 0 -134 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 P 999 360 VERT(CL): 0.000 P 999 240 HORZ(LL): 0.000 P - - HORZ(TL): 0.000 P - - Creep Factor: 2.0 Max TC CSI: 0.092 Max BC CSI: 0.008 Max Web CSI: 0.032 Wgt: 109.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL03GE Truss Type SY42 Qty 1 Ply 1 3393 09/10/2020 1'3"4 2'7"4 9'3"4 9'6"4 10'10"4 17'6"4 18'11" 3"10 3"10 1'4"3"10 3"10 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 P Q R STUVWXYZAAABACADAEAFAG AH AI AJ 1.5X3(R) 1.5X3(R) 3X3 3X3 3X3 3X3 1.5X3(R) 1.5X3(R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 18.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R* 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 0 B - C 7 0 C - D 3 0 D - E 3 0 E - F 3 0 F - G 3 0 G - H 3 0 H - I 3 0 Chords Tens. Comp. I - J 8 0 J - K 1 0 K - L 1 0 L - M 1 0 M - N 1 0 N - O 1 0 O - P 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AG-AF 0 -1 AF-AE 4 0 AE-AD 0 -3 AD-AC 0 -3 AC-AB 0 -3 AB-AA 0 -3 AA- Z 0 -3 Z - Y 0 -3 Chords Tens. Comp. Y - X 1 0 X - W 0 -1 W - V 0 -1 V - U 0 -1 U - T 0 -1 T - S 0 -1 S - R 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AH-AI 0 -3 A -AG 0 -52 AF- C 0 -15 Webs Tens. Comp. I - X 0 -12 P - R 0 -51 Q -AJ 0 -3 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AF 0 -129 C -AE 0 -123 D -AD 0 -138 E -AC 0 -132 F -AB 0 -133 G -AA 0 -138 H - Z 0 -82 Gables Tens. Comp. Y - I 0 -65 X - J 0 -134 K - W 0 -133 L - V 0 -133 M - U 0 -133 N - T 0 -134 O - S 0 -134 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 P 999 360 VERT(CL): 0.000 P 999 240 HORZ(LL): 0.000 P - - HORZ(TL): 0.000 P - - Creep Factor: 2.0 Max TC CSI: 0.092 Max BC CSI: 0.008 Max Web CSI: 0.032 Wgt: 109.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL03GE Truss Type SY42 Qty 1 Ply 1 3393 09/10/2020 1'3"4 2'7"4 9'3"4 9'6"4 10'10"4 17'6"4 18'11" 3"10 3"10 1'4"3"10 3"10 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 P Q R STUVWXYZAAABACADAEAFAG AH AI AJ 1.5X3(R) 1.5X3(R) 3X3 3X3 3X3 3X3 1.5X3(R) 1.5X3(R) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 12.06 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes + 2x6 continuous strongback. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL M 663 /- /- /- /- /- I 658 /- /- /- /- /- M Brg Width = 7.5 Min Req = 1.5 I Brg Width = 3.0 Min Req = 1.5 Bearings M & I are a rigid surface. Bearing M requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -408 B - C 0 -408 C - D 0 -1523 Chords Tens. Comp. D - E 0 -1529 E - F 0 -1512 F - G 2 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 0 -1 L - K 1297 0 Chords Tens. Comp. K - J 1529 0 J - I 650 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - O 0 -19 A - M 0 -694 A - L 827 0 L - C 0 -983 B - L 0 -203 C - K 424 0 K - D 0 -137 Webs Tens. Comp. E - J 0 -335 J - F 957 0 F - I 0 -884 G - H 0 -45 I - H 0 -11 H - I 0 -50 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.184 D 770 360 VERT(CL): 0.288 D 491 240 HORZ(LL): 0.034 B - - HORZ(TL): 0.054 B - - Creep Factor: 2.0 Max TC CSI: 0.829 Max BC CSI: 0.867 Max Web CSI: 0.456 Wgt: 71.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL04 Truss Type SY42 Qty 4 Ply 1 3396 09/10/2020 6'8'1"8 12'3" 3"10 3"10 1'4"3"10 2' 2'6" (TYP) 12'3" SEAT PLATE REQ. + A B C D E F G H IJKLM N O 1.5X3(R) 1.5X3(R) 3X4(R) 1.5X3 1.5X3 4X6 3X4 3X3 1.5X3 1.5X3 3X4 3X6 1.5X3 3X6 1.5X3(R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 12.06 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes + 2x6 continuous strongback. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL M 663 /- /- /- /- /- I 658 /- /- /- /- /- M Brg Width = 7.5 Min Req = 1.5 I Brg Width = 3.0 Min Req = 1.5 Bearings M & I are a rigid surface. Bearing M requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -408 B - C 0 -408 C - D 0 -1523 Chords Tens. Comp. D - E 0 -1529 E - F 0 -1512 F - G 2 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 0 -1 L - K 1297 0 Chords Tens. Comp. K - J 1529 0 J - I 650 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - O 0 -19 A - M 0 -694 A - L 827 0 L - C 0 -983 B - L 0 -203 C - K 424 0 K - D 0 -137 Webs Tens. Comp. E - J 0 -335 J - F 957 0 F - I 0 -884 G - H 0 -45 I - H 0 -11 H - I 0 -50 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.184 D 770 360 VERT(CL): 0.288 D 491 240 HORZ(LL): 0.034 B - - HORZ(TL): 0.054 B - - Creep Factor: 2.0 Max TC CSI: 0.829 Max BC CSI: 0.867 Max Web CSI: 0.456 Wgt: 71.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL04 Truss Type SY42 Qty 4 Ply 1 3396 09/10/2020 6'8'1"8 12'3" 3"10 3"10 1'4"3"10 2' 2'6" (TYP) 12'3" SEAT PLATE REQ. + A B C D E F G H IJKLM N O 1.5X3(R) 1.5X3(R) 3X4(R) 1.5X3 1.5X3 4X6 3X4 3X3 1.5X3 1.5X3 3X4 3X6 1.5X3 3X6 1.5X3(R) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 .END Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 12.06 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL W 60 /- /- /- /- /- M* 108 /- /- /- /- /- W Brg Width = 7.5 Min Req = 1.5 M Brg Width = 139 Min Req = - Bearings W & W are a rigid surface. Bearings W & W require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 7 0 C - D 3 0 D - E 3 0 E - F 3 0 Chords Tens. Comp. F - G 3 0 G - H 7 0 H - I 0 0 I - J 0 0 J - K 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W - V 0 -1 V - U 4 0 U - T 0 -3 T - S 0 -3 S - R 0 -3 Chords Tens. Comp. R - Q 0 -3 Q - P 3 0 P - O 0 0 O - N 0 0 N - M 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. X - Y 0 -3 A - W 0 -51 V - C 0 -16 G - P 0 -14 Webs Tens. Comp. K - L 0 -44 M - L 0 -3 L - M 0 -49 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - V 0 -129 C - U 0 -122 D - T 0 -142 E - S 0 -110 F - R 0 -67 Gables Tens. Comp. Q - G 0 -100 P - H 0 -134 I - O 0 -133 J - N 0 -138 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 K 999 360 VERT(CL): 0.000 K 999 240 HORZ(LL): 0.000 K - - HORZ(TL): 0.000 K - - Creep Factor: 2.0 Max TC CSI: 0.098 Max BC CSI: 0.009 Max Web CSI: 0.033 Wgt: 75.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL04GE Truss Type SY42 Qty 1 Ply 1 3168 09/10/2020 1'3"4 2'7"4 5'3"4 6'0"12 6'10"4 8'2"4 10'10"4 12'3" 3"10 3"10 1'4"3"10 1'4" (TYP) 9"8 (TYP) 1'4" (TYP) 12'3" SEAT PLATE REQ. SEAT PLATE REQ. A B C D E F G H I J K L M NOPQRSTUV W X Y 1.5X3(R) 1.5X3(R) 3X3 3X3 3X3 3X3 2X4(R) 1.5X3(R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 .END Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 12.06 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL W 60 /- /- /- /- /- M* 108 /- /- /- /- /- W Brg Width = 7.5 Min Req = 1.5 M Brg Width = 139 Min Req = - Bearings W & W are a rigid surface. Bearings W & W require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 7 0 C - D 3 0 D - E 3 0 E - F 3 0 Chords Tens. Comp. F - G 3 0 G - H 7 0 H - I 0 0 I - J 0 0 J - K 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W - V 0 -1 V - U 4 0 U - T 0 -3 T - S 0 -3 S - R 0 -3 Chords Tens. Comp. R - Q 0 -3 Q - P 3 0 P - O 0 0 O - N 0 0 N - M 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. X - Y 0 -3 A - W 0 -51 V - C 0 -16 G - P 0 -14 Webs Tens. Comp. K - L 0 -44 M - L 0 -3 L - M 0 -49 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - V 0 -129 C - U 0 -122 D - T 0 -142 E - S 0 -110 F - R 0 -67 Gables Tens. Comp. Q - G 0 -100 P - H 0 -134 I - O 0 -133 J - N 0 -138 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 K 999 360 VERT(CL): 0.000 K 999 240 HORZ(LL): 0.000 K - - HORZ(TL): 0.000 K - - Creep Factor: 2.0 Max TC CSI: 0.098 Max BC CSI: 0.009 Max Web CSI: 0.033 Wgt: 75.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL04GE Truss Type SY42 Qty 1 Ply 1 3168 09/10/2020 1'3"4 2'7"4 5'3"4 6'0"12 6'10"4 8'2"4 10'10"4 12'3" 3"10 3"10 1'4"3"10 1'4" (TYP) 9"8 (TYP) 1'4" (TYP) 12'3" SEAT PLATE REQ. SEAT PLATE REQ. A B C D E F G H I J K L M NOPQRSTUV W X Y 1.5X3(R) 1.5X3(R) 3X3 3X3 3X3 3X3 2X4(R) 1.5X3(R) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP M-30 Bot chord 4x2 SP M-30 Webs 4x2 SP #3 .END Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 15.56 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL O 856 /- /- /- /- /- J 850 /- /- /- /- /- O Brg Width = 7.5 Min Req = 1.5 J Brg Width = 3.5 Min Req = 1.5 Bearings O & J are a rigid surface. Bearing O requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -505 B - C 0 -505 C - D 0 -2604 D - E 0 -2620 Chords Tens. Comp. E - F 0 -2612 F - G 0 -1394 G - H 0 -1394 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 0 -1 N - M 1805 0 M - L 2620 0 Chords Tens. Comp. L - K 2321 0 K - J 0 -2 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - Q 0 -22 A - O 0 -836 A - N 1023 0 N - C 0 -1437 B - N 0 -248 C - M 973 0 M - D 0 -312 E - L 0 -184 Webs Tens. Comp. L - F 583 0 F - K 0 -1025 G - K 0 -255 K - H 1582 0 H - I 0 -841 J - I 0 -11 I - J 0 -846 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.258 E 712 360 VERT(CL): 0.377 E 487 240 HORZ(LL): 0.026 K - - HORZ(TL): 0.036 K - - Creep Factor: 2.0 Max TC CSI: 0.522 Max BC CSI: 0.644 Max Web CSI: 0.753 Wgt: 88.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL05 Truss Type SY42 Qty 6 Ply 1 3402 09/10/2020 6'8'1"8 15'9" 3"10 3"10 1'4"3"10 2' 2'6" (TYP) 15'9" SEAT PLATE REQ. A B C D E F G H I JKLMNO P Q 1.5X3(R) 1.5X3(R) 4X4 1.5X3 1.5X3 4X8 3X6 4X4 1.5X3 1.5X3 3X4 4X4 1.5X3 4X10 3X6 2X4(R) 1.5X3(R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP M-30 Bot chord 4x2 SP M-30 Webs 4x2 SP #3 .END Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 15.56 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL O 856 /- /- /- /- /- J 850 /- /- /- /- /- O Brg Width = 7.5 Min Req = 1.5 J Brg Width = 3.5 Min Req = 1.5 Bearings O & J are a rigid surface. Bearing O requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -505 B - C 0 -505 C - D 0 -2604 D - E 0 -2620 Chords Tens. Comp. E - F 0 -2612 F - G 0 -1394 G - H 0 -1394 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 0 -1 N - M 1805 0 M - L 2620 0 Chords Tens. Comp. L - K 2321 0 K - J 0 -2 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - Q 0 -22 A - O 0 -836 A - N 1023 0 N - C 0 -1437 B - N 0 -248 C - M 973 0 M - D 0 -312 E - L 0 -184 Webs Tens. Comp. L - F 583 0 F - K 0 -1025 G - K 0 -255 K - H 1582 0 H - I 0 -841 J - I 0 -11 I - J 0 -846 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.258 E 712 360 VERT(CL): 0.377 E 487 240 HORZ(LL): 0.026 K - - HORZ(TL): 0.036 K - - Creep Factor: 2.0 Max TC CSI: 0.522 Max BC CSI: 0.644 Max Web CSI: 0.753 Wgt: 88.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL05 Truss Type SY42 Qty 6 Ply 1 3402 09/10/2020 6'8'1"8 15'9" 3"10 3"10 1'4"3"10 2' 2'6" (TYP) 15'9" SEAT PLATE REQ. A B C D E F G H I JKLMNO P Q 1.5X3(R) 1.5X3(R) 4X4 1.5X3 1.5X3 4X8 3X6 4X4 1.5X3 1.5X3 3X4 4X4 1.5X3 4X10 3X6 2X4(R) 1.5X3(R) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 15.56 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes + 2x6 continuous strongback. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 683 /- /- /- /- /- M 755 /- /- /- /- /- K 342 /- /- /- /- /- Q Brg Width = 7.5 Min Req = 1.5 M Brg Width = 3.0 Min Req = 1.5 K Brg Width = 3.5 Min Req = 1.5 Bearings Q, M, & K are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -418 B - C 0 -418 C - D 0 -1633 D - E 0 -1640 Chords Tens. Comp. E - F 0 -1623 F - G 88 -382 G - H 82 -388 H - I 81 -377 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 0 -1 P - O 1350 0 O - N 1640 0 Chords Tens. Comp. N - M 827 0 M - L 388 -82 L - K 0 -2 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - S 0 -19 A - Q 0 -708 A - P 847 0 P - C 0 -1031 B - P 0 -207 C - O 420 0 O - D 0 -142 E - N 0 -332 Webs Tens. Comp. N - F 942 0 F - M 0 -854 M - G 0 -198 H - L 16 -197 L - I 433 -92 I - J 16 -308 K - J 0 -11 J - K 14 -317 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.173 D 820 360 VERT(CL): 0.269 D 527 240 HORZ(LL): 0.030 B - - HORZ(TL): 0.048 B - - Creep Factor: 2.0 Max TC CSI: 0.850 Max BC CSI: 0.861 Max Web CSI: 0.448 Wgt: 89.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL05A Truss Type SY42 Qty 1 Ply 1 3399 09/10/2020 6'8'1"8 12'0"12 13'3"15'9" 3"10 3"10 1'4"3"10 2'1'0"12 2'6" (TYP) 12'1"8 3'7"8 15'9" + A B C D E F G H I J KLMNOPQ R S 1.5X3(R) 1.5X3(R) 3X4(R) 1.5X3 1.5X3 4X6 3X6 3X3 1.5X3 1.5X3 3X4 3X6 3X3 1.5X3 1.5X3 3X3 3X3 2X4(R) 1.5X3(R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 15.56 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes + 2x6 continuous strongback. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 683 /- /- /- /- /- M 755 /- /- /- /- /- K 342 /- /- /- /- /- Q Brg Width = 7.5 Min Req = 1.5 M Brg Width = 3.0 Min Req = 1.5 K Brg Width = 3.5 Min Req = 1.5 Bearings Q, M, & K are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -418 B - C 0 -418 C - D 0 -1633 D - E 0 -1640 Chords Tens. Comp. E - F 0 -1623 F - G 88 -382 G - H 82 -388 H - I 81 -377 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 0 -1 P - O 1350 0 O - N 1640 0 Chords Tens. Comp. N - M 827 0 M - L 388 -82 L - K 0 -2 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - S 0 -19 A - Q 0 -708 A - P 847 0 P - C 0 -1031 B - P 0 -207 C - O 420 0 O - D 0 -142 E - N 0 -332 Webs Tens. Comp. N - F 942 0 F - M 0 -854 M - G 0 -198 H - L 16 -197 L - I 433 -92 I - J 16 -308 K - J 0 -11 J - K 14 -317 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.173 D 820 360 VERT(CL): 0.269 D 527 240 HORZ(LL): 0.030 B - - HORZ(TL): 0.048 B - - Creep Factor: 2.0 Max TC CSI: 0.850 Max BC CSI: 0.861 Max Web CSI: 0.448 Wgt: 89.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss FL05A Truss Type SY42 Qty 1 Ply 1 3399 09/10/2020 6'8'1"8 12'0"12 13'3"15'9" 3"10 3"10 1'4"3"10 2'1'0"12 2'6" (TYP) 12'1"8 3'7"8 15'9" + A B C D E F G H I J KLMNOPQ R S 1.5X3(R) 1.5X3(R) 3X4(R) 1.5X3 1.5X3 4X6 3X6 3X3 1.5X3 1.5X3 3X4 3X6 3X3 1.5X3 1.5X3 3X3 3X3 2X4(R) 1.5X3(R) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From -0 plf at -1.98 to 61 plf at -0.10 TC: From 2 plf at -0.10 to 2 plf at 9.84 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -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 7.12 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 115 0.15 9.84 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 321 /- /- /- /401 /- E 331 /- /- /- /232 /- D 68 /- /- /- /86 /- Wind reactions based on MWFRS B Brg Width = 4.2 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -20 B - C 624 -494 Chords Tens. Comp. C - D 78 -66 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 487 -555 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 603 -529 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.023 C 999 360 VERT(CL): 0.053 F 999 240 HORZ(LL): 0.009 F - - HORZ(TL): 0.022 F - - Creep Factor: 2.0 Max TC CSI: 0.520 Max BC CSI: 0.981 Max Web CSI: 0.264 Wgt: 39.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss HJ7 Truss Type HIP_ Qty 2 Ply 1 3213 09/10/2020 9'10"11'11"13 4"3 3'9"144'5"7A B C D EF 4.24 12 2X4(A1) 2X4 5X6 1'5"8 10# -25# 2'9"15 86# 129# 2'9"15 155# 255# 2'8"11 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From -0 plf at -1.98 to 61 plf at -0.10 TC: From 2 plf at -0.10 to 2 plf at 9.84 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -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 7.12 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 115 0.15 9.84 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 321 /- /- /- /401 /- E 331 /- /- /- /232 /- D 68 /- /- /- /86 /- Wind reactions based on MWFRS B Brg Width = 4.2 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -20 B - C 624 -494 Chords Tens. Comp. C - D 78 -66 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 487 -555 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 603 -529 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.023 C 999 360 VERT(CL): 0.053 F 999 240 HORZ(LL): 0.009 F - - HORZ(TL): 0.022 F - - Creep Factor: 2.0 Max TC CSI: 0.520 Max BC CSI: 0.981 Max Web CSI: 0.264 Wgt: 39.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss HJ7 Truss Type HIP_ Qty 2 Ply 1 3213 09/10/2020 9'10"11'11"13 4"3 3'9"144'5"7A B C D EF 4.24 12 2X4(A1) 2X4 5X6 1'5"8 10# -25# 2'9"15 86# 129# 2'9"15 155# 255# 2'8"11 Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From -0 plf at -1.98 to 61 plf at -0.10 TC: From 2 plf at -0.10 to 2 plf at 9.84 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: 9 lb Conc. Load at 1.46 TC: 144 lb Conc. Load at 4.29 TC: 263 lb Conc. Load at 7.12 BC: 19 lb Conc. Load at 1.46 BC: 90 lb Conc. Load at 4.29 BC: 157 lb Conc. Load at 7.12 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 113 0.15 9.84 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 359 /- /- /- /369 /- E 353 /- /- /- /241 /- D 67 /- /- /- /90 /- Wind reactions based on MWFRS B Brg Width = 4.2 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -20 B - C 628 -548 Chords Tens. Comp. C - D 80 -68 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 530 -568 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 616 -576 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.025 F 999 360 VERT(CL): 0.053 F 999 240 HORZ(LL): 0.010 F - - HORZ(TL): 0.022 F - - Creep Factor: 2.0 Max TC CSI: 0.571 Max BC CSI: 0.975 Max Web CSI: 0.288 Wgt: 39.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss HJ7A Truss Type HIP_ Qty 1 Ply 1 3225 09/10/2020 9'10"11'11"13 4"3 3'9"144'5"7A B C D EF 4.24 12 2X4(A1) 2X4 5X6 1'5"8 19# 9# 2'9"15 90# 144# 2'9"15 157# 263# 2'8"11 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From -0 plf at -1.98 to 61 plf at -0.10 TC: From 2 plf at -0.10 to 2 plf at 9.84 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: 9 lb Conc. Load at 1.46 TC: 144 lb Conc. Load at 4.29 TC: 263 lb Conc. Load at 7.12 BC: 19 lb Conc. Load at 1.46 BC: 90 lb Conc. Load at 4.29 BC: 157 lb Conc. Load at 7.12 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 113 0.15 9.84 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 359 /- /- /- /369 /- E 353 /- /- /- /241 /- D 67 /- /- /- /90 /- Wind reactions based on MWFRS B Brg Width = 4.2 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -20 B - C 628 -548 Chords Tens. Comp. C - D 80 -68 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 530 -568 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 616 -576 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.025 F 999 360 VERT(CL): 0.053 F 999 240 HORZ(LL): 0.010 F - - HORZ(TL): 0.022 F - - Creep Factor: 2.0 Max TC CSI: 0.571 Max BC CSI: 0.975 Max Web CSI: 0.288 Wgt: 39.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss HJ7A Truss Type HIP_ Qty 1 Ply 1 3225 09/10/2020 9'10"11'11"13 4"3 3'9"144'5"7A B C D EF 4.24 12 2X4(A1) 2X4 5X6 1'5"8 19# 9# 2'9"15 90# 144# 2'9"15 157# 263# 2'8"11 Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP 2400f-2.0E Bot chord 2x4 SP 2400f-2.0E Webs 2x4 SP #3 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From -0 plf at -1.98 to 61 plf at -0.10 TC: From 2 plf at -0.10 to 2 plf at 9.84 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -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 7.12 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 99 0.15 9.84 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 322 /- /- /- /401 /- F 394 /- /- /- /319 /- E 21 /-1 /- /1 /- /- Wind reactions based on MWFRS I Brg Width = 4.2 Min Req = 1.5 F 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 -20 B - C 1028 -1115 Chords Tens. Comp. C - D 1005 -1118 D - E 7 -12 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1064 -953 H - G 682 -627 Chords Tens. Comp. G - F 69 -56 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 137 -38 H - D 456 -345 Webs Tens. Comp. D - G 648 -680 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.046 C 999 360 VERT(CL): 0.060 C 999 240 HORZ(LL): -0.012 C - - HORZ(TL): 0.016 H - - Creep Factor: 2.0 Max TC CSI: 0.136 Max BC CSI: 0.981 Max Web CSI: 0.447 Wgt: 47.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss HJ7B Truss Type HIP_ Qty 1 Ply 1 3320 09/10/2020 9'10"11'11"13 4"3 1'8"22'1"123'9"144'5"7A B C D E FG H I 4.24 12 2.12 12 2X4(A1) 1.5X3 3X4 3X6 5X6 1'5"8 2# -17# 2'9"15 84# 126# 2'9"15 155# 251# 2'8"11 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP 2400f-2.0E Bot chord 2x4 SP 2400f-2.0E Webs 2x4 SP #3 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From -0 plf at -1.98 to 61 plf at -0.10 TC: From 2 plf at -0.10 to 2 plf at 9.84 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -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 7.12 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 99 0.15 9.84 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 322 /- /- /- /401 /- F 394 /- /- /- /319 /- E 21 /-1 /- /1 /- /- Wind reactions based on MWFRS I Brg Width = 4.2 Min Req = 1.5 F 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 -20 B - C 1028 -1115 Chords Tens. Comp. C - D 1005 -1118 D - E 7 -12 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1064 -953 H - G 682 -627 Chords Tens. Comp. G - F 69 -56 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 137 -38 H - D 456 -345 Webs Tens. Comp. D - G 648 -680 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.046 C 999 360 VERT(CL): 0.060 C 999 240 HORZ(LL): -0.012 C - - HORZ(TL): 0.016 H - - Creep Factor: 2.0 Max TC CSI: 0.136 Max BC CSI: 0.981 Max Web CSI: 0.447 Wgt: 47.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss HJ7B Truss Type HIP_ Qty 1 Ply 1 3320 09/10/2020 9'10"11'11"13 4"3 1'8"22'1"123'9"144'5"7A B C D E FG H I 4.24 12 2.12 12 2X4(A1) 1.5X3 3X4 3X6 5X6 1'5"8 2# -17# 2'9"15 84# 126# 2'9"15 155# 251# 2'8"11 Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.15 1.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 218 /- /- /243 /181 /80 D 5 /-14 /- /28 /24 /- C - /-40 /- /66 /68 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 93 -34 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.000 D - - HORZ(TL): 0.001 D - - Creep Factor: 2.0 Max TC CSI: 0.473 Max BC CSI: 0.063 Max Web CSI: 0.000 Wgt: 5.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J1 Truss Type JACK Qty 5 Ply 1 3204 09/10/2020 1' 1'5"9 4"3 10"31'5"15A B C D 6 12 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.15 1.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 218 /- /- /243 /181 /80 D 5 /-14 /- /28 /24 /- C - /-40 /- /66 /68 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 93 -34 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.000 D - - HORZ(TL): 0.001 D - - Creep Factor: 2.0 Max TC CSI: 0.473 Max BC CSI: 0.063 Max Web CSI: 0.000 Wgt: 5.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J1 Truss Type JACK Qty 5 Ply 1 3204 09/10/2020 1' 1'5"9 4"3 10"31'5"15A B C D 6 12 2X4(A1) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.15 1.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 45 /- /- /28 /15 /35 C 14 /- /- /9 /5 /- B 22 /- /- /16 /29 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 10 -36 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.000 C - - HORZ(TL): 0.000 C - - Creep Factor: 2.0 Max TC CSI: 0.020 Max BC CSI: 0.014 Max Web CSI: 0.000 Wgt: 4.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J1A Truss Type JACK Qty 1 Ply 1 3216 09/10/2020 1' 4"3 10"3A B C 6 12 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.15 1.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 45 /- /- /28 /15 /35 C 14 /- /- /9 /5 /- B 22 /- /- /16 /29 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 10 -36 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.000 C - - HORZ(TL): 0.000 C - - Creep Factor: 2.0 Max TC CSI: 0.020 Max BC CSI: 0.014 Max Web CSI: 0.000 Wgt: 4.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J1A Truss Type JACK Qty 1 Ply 1 3216 09/10/2020 1' 4"3 10"3A B C 6 12 2X4(A1) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.15 1.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 218 /- /- /238 /182 /80 D 1 /-23 /- /42 /39 /- C - /-31 /- /51 /52 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 72 -25 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 32 -10 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 D 999 360 VERT(CL): 0.000 D 999 240 HORZ(LL): 0.000 D - - HORZ(TL): 0.000 D - - Creep Factor: 2.0 Max TC CSI: 0.473 Max BC CSI: 0.057 Max Web CSI: 0.000 Wgt: 7.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J1B Truss Type JACK Qty 2 Ply 1 3307 09/10/2020 1' 1'5"9 4"3 2"28"110"31'5"15A B C D 6 12 3 12 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.15 1.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 218 /- /- /238 /182 /80 D 1 /-23 /- /42 /39 /- C - /-31 /- /51 /52 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 72 -25 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 32 -10 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 D 999 360 VERT(CL): 0.000 D 999 240 HORZ(LL): 0.000 D - - HORZ(TL): 0.000 D - - Creep Factor: 2.0 Max TC CSI: 0.473 Max BC CSI: 0.057 Max Web CSI: 0.000 Wgt: 7.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J1B Truss Type JACK Qty 2 Ply 1 3307 09/10/2020 1' 1'5"9 4"3 2"28"110"31'5"15A B C D 6 12 3 12 2X4(A1) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 233 /- /- /213 /154 /155 D 43 /- /- /22 /1 /- C 64 /- /- /37 /85 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 29 -115 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.001 D - - HORZ(TL): 0.002 D - - Creep Factor: 2.0 Max TC CSI: 0.473 Max BC CSI: 0.075 Max Web CSI: 0.000 Wgt: 11.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J3 Truss Type JACK Qty 5 Ply 1 3207 09/10/2020 3'1'5"9 4"3 1'10"32'5"15A B C D 6 12 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 233 /- /- /213 /154 /155 D 43 /- /- /22 /1 /- C 64 /- /- /37 /85 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 29 -115 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.001 D - - HORZ(TL): 0.002 D - - Creep Factor: 2.0 Max TC CSI: 0.473 Max BC CSI: 0.075 Max Web CSI: 0.000 Wgt: 11.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J3 Truss Type JACK Qty 5 Ply 1 3207 09/10/2020 3'1'5"9 4"3 1'10"32'5"15A B C D 6 12 2X4(A1) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 120 /- /- /76 /51 /109 C 47 /- /- /26 /6 /- B 79 /- /- /57 /101 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 -129 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.002 C - - HORZ(TL): 0.002 C - - Creep Factor: 2.0 Max TC CSI: 0.275 Max BC CSI: 0.162 Max Web CSI: 0.000 Wgt: 9.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J3A Truss Type JACK Qty 1 Ply 1 3219 09/10/2020 3' 4"3 1'10"3A B C 6 12 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 120 /- /- /76 /51 /109 C 47 /- /- /26 /6 /- B 79 /- /- /57 /101 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 -129 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.002 C - - HORZ(TL): 0.002 C - - Creep Factor: 2.0 Max TC CSI: 0.275 Max BC CSI: 0.162 Max Web CSI: 0.000 Wgt: 9.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J3A Truss Type JACK Qty 1 Ply 1 3219 09/10/2020 3' 4"3 1'10"3A B C 6 12 2X4(A1) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 35 0.15 3.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 234 /- /- /209 /155 /155 D 42 /- /- /23 /3 /- C 63 /- /- /38 /82 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 28 -109 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 10 -10 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 D 999 360 VERT(CL): 0.004 D 999 240 HORZ(LL): 0.002 D - - HORZ(TL): 0.003 D - - Creep Factor: 2.0 Max TC CSI: 0.473 Max BC CSI: 0.099 Max Web CSI: 0.000 Wgt: 12.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J3B Truss Type JACK Qty 2 Ply 1 3304 09/10/2020 3'1'5"9 4"3 8"21'2"11'10"32'5"15A B C D 6 12 3 12 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 35 0.15 3.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 234 /- /- /209 /155 /155 D 42 /- /- /23 /3 /- C 63 /- /- /38 /82 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 28 -109 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 10 -10 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 D 999 360 VERT(CL): 0.004 D 999 240 HORZ(LL): 0.002 D - - HORZ(TL): 0.003 D - - Creep Factor: 2.0 Max TC CSI: 0.473 Max BC CSI: 0.099 Max Web CSI: 0.000 Wgt: 12.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J3B Truss Type JACK Qty 2 Ply 1 3304 09/10/2020 3'1'5"9 4"3 8"21'2"11'10"32'5"15A B C D 6 12 3 12 2X4(A1) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 299 /- /- /248 /179 /229 D 77 /- /- /37 /2 /- C 127 /- /- /86 /163 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 57 -141 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.007 D - - HORZ(TL): 0.008 D - - Creep Factor: 2.0 Max TC CSI: 0.476 Max BC CSI: 0.218 Max Web CSI: 0.000 Wgt: 18.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J5 Truss Type JACK Qty 5 Ply 1 3210 09/10/2020 5'1'5"9 4"3 2'10"33'5"15A B C D 6 12 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 299 /- /- /248 /179 /229 D 77 /- /- /37 /2 /- C 127 /- /- /86 /163 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 57 -141 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.007 D - - HORZ(TL): 0.008 D - - Creep Factor: 2.0 Max TC CSI: 0.476 Max BC CSI: 0.218 Max Web CSI: 0.000 Wgt: 18.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J5 Truss Type JACK Qty 5 Ply 1 3210 09/10/2020 5'1'5"9 4"3 2'10"33'5"15A B C D 6 12 2X4(A1) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 197 /- /- /126 /87 /183 C 80 /- /- /44 /9 /- B 136 /- /- /97 /171 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 61 -145 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.010 C - - HORZ(TL): 0.011 C - - Creep Factor: 2.0 Max TC CSI: 0.510 Max BC CSI: 0.290 Max Web CSI: 0.000 Wgt: 15.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J5A Truss Type JACK Qty 1 Ply 1 3222 09/10/2020 5' 4"3 2'10"3A B C 6 12 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 197 /- /- /126 /87 /183 C 80 /- /- /44 /9 /- B 136 /- /- /97 /171 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 61 -145 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.010 C - - HORZ(TL): 0.011 C - - Creep Factor: 2.0 Max TC CSI: 0.510 Max BC CSI: 0.290 Max Web CSI: 0.000 Wgt: 15.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J5A Truss Type JACK Qty 1 Ply 1 3222 09/10/2020 5' 4"3 2'10"3A B C 6 12 2X4(A1) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 60 0.15 5.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 300 /- /- /245 /180 /229 D 77 /- /- /38 /7 /- C 125 /- /- /86 /158 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 56 -137 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 19 -16 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.019 D 999 360 VERT(CL): 0.021 D 999 240 HORZ(LL): -0.011 D - - HORZ(TL): 0.013 D - - Creep Factor: 2.0 Max TC CSI: 0.446 Max BC CSI: 0.243 Max Web CSI: 0.000 Wgt: 19.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J5B Truss Type JACK Qty 2 Ply 1 3301 09/10/2020 5'1'5"9 4"3 1'2"21'8"12'10"33'5"15A B C D 6 12 3 12 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 60 0.15 5.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 300 /- /- /245 /180 /229 D 77 /- /- /38 /7 /- C 125 /- /- /86 /158 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 56 -137 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 19 -16 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.019 D 999 360 VERT(CL): 0.021 D 999 240 HORZ(LL): -0.011 D - - HORZ(TL): 0.013 D - - Creep Factor: 2.0 Max TC CSI: 0.446 Max BC CSI: 0.243 Max Web CSI: 0.000 Wgt: 19.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J5B Truss Type JACK Qty 2 Ply 1 3301 09/10/2020 5'1'5"9 4"3 1'2"21'8"12'10"33'5"15A B C D 6 12 3 12 2X4(A1) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 371 /- /- /292 /211 /303 D 111 /- /- /55 /7 /- C 186 /- /- /129 /235 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 83 -180 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.022 D - - HORZ(TL): 0.027 D - - Creep Factor: 2.0 Max TC CSI: 0.839 Max BC CSI: 0.449 Max Web CSI: 0.000 Wgt: 23.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J7 Truss Type EJAC Qty 17 Ply 1 3201 09/10/2020 7'1'5"9 4"3 3'10"34'5"15A B C D 6 12 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 371 /- /- /292 /211 /303 D 111 /- /- /55 /7 /- C 186 /- /- /129 /235 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 83 -180 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.022 D - - HORZ(TL): 0.027 D - - Creep Factor: 2.0 Max TC CSI: 0.839 Max BC CSI: 0.449 Max Web CSI: 0.000 Wgt: 23.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J7 Truss Type EJAC Qty 17 Ply 1 3201 09/10/2020 7'1'5"9 4"3 3'10"34'5"15A B C D 6 12 2X4(A1) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 372 /- /- /289 /211 /303 D 111 /- /- /58 /12 /- C 184 /- /- /128 /230 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 82 -176 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 27 -24 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.062 D 999 360 VERT(CL): 0.078 D 999 240 HORZ(LL): -0.036 D - - HORZ(TL): 0.044 D - - Creep Factor: 2.0 Max TC CSI: 0.804 Max BC CSI: 0.488 Max Web CSI: 0.000 Wgt: 25.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J7B Truss Type EJAC Qty 7 Ply 1 3298 09/10/2020 7'1'5"9 4"3 1'8"22'2"13'10"34'5"15A B C D 6 12 3 12 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 372 /- /- /289 /211 /303 D 111 /- /- /58 /12 /- C 184 /- /- /128 /230 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 82 -176 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 27 -24 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.062 D 999 360 VERT(CL): 0.078 D 999 240 HORZ(LL): -0.036 D - - HORZ(TL): 0.044 D - - Creep Factor: 2.0 Max TC CSI: 0.804 Max BC CSI: 0.488 Max Web CSI: 0.000 Wgt: 25.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss J7B Truss Type EJAC Qty 7 Ply 1 3298 09/10/2020 7'1'5"9 4"3 1'8"22'2"13'10"34'5"15A B C D 6 12 3 12 2X4(A1) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 18.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for gable wind bracing requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R* 76 /- /- /36 /50 /9 Wind reactions based on MWFRS R Brg Width = 224 Min Req = - Bearing R is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 124 -189 B - C 98 -62 C - D 119 -8 D - E 207 0 Chords Tens. Comp. E - F 197 0 F - G 113 -7 G - H 99 -56 H - I 125 -181 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - Q 234 -104 Q - P 244 -110 P - O 250 -111 O - N 255 -113 N - M 256 -112 Chords Tens. Comp. M - L 255 -112 L - K 252 -111 K - J 248 -109 J - I 233 -104 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - M 0 -139 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - Q 396 -197 C - P 210 -99 D - O 299 -121 Gables Tens. Comp. L - F 303 -123 K - G 206 -98 J - H 395 -198 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.008 J 999 360 VERT(CL): 0.015 J 999 240 HORZ(LL): 0.004 J - - HORZ(TL): 0.005 J - - Creep Factor: 2.0 Max TC CSI: 0.207 Max BC CSI: 0.164 Max Web CSI: 0.093 Wgt: 86.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss V01 Truss Type GABL Qty 1 Ply 1 3352 09/10/2020 18'8"9 6"15 8'9"1 8'9"1 7"7 9'6"2 9'2"6 0"44'8"4A B C D E F G H I JKLMNOPQ R 6 12 2X4(D8R)3X4 4X4 2X4(D8R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 18.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for gable wind bracing requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R* 76 /- /- /36 /50 /9 Wind reactions based on MWFRS R Brg Width = 224 Min Req = - Bearing R is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 124 -189 B - C 98 -62 C - D 119 -8 D - E 207 0 Chords Tens. Comp. E - F 197 0 F - G 113 -7 G - H 99 -56 H - I 125 -181 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - Q 234 -104 Q - P 244 -110 P - O 250 -111 O - N 255 -113 N - M 256 -112 Chords Tens. Comp. M - L 255 -112 L - K 252 -111 K - J 248 -109 J - I 233 -104 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - M 0 -139 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - Q 396 -197 C - P 210 -99 D - O 299 -121 Gables Tens. Comp. L - F 303 -123 K - G 206 -98 J - H 395 -198 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.008 J 999 360 VERT(CL): 0.015 J 999 240 HORZ(LL): 0.004 J - - HORZ(TL): 0.005 J - - Creep Factor: 2.0 Max TC CSI: 0.207 Max BC CSI: 0.164 Max Web CSI: 0.093 Wgt: 86.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss V01 Truss Type GABL Qty 1 Ply 1 3352 09/10/2020 18'8"9 6"15 8'9"1 8'9"1 7"7 9'6"2 9'2"6 0"44'8"4A B C D E F G H I JKLMNOPQ R 6 12 2X4(D8R)3X4 4X4 2X4(D8R) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 14.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H* 76 /- /- /36 /49 /9 Wind reactions based on MWFRS H Brg Width = 176 Min Req = - Bearing H is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 306 -546 B - C 184 -225 Chords Tens. Comp. C - D 188 -222 D - E 306 -533 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 602 -199 G - F 619 -208 Chords Tens. Comp. F - E 604 -199 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 699 -379 Webs Tens. Comp. F - D 677 -374 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.029 F 999 360 VERT(CL): 0.048 F 999 240 HORZ(LL): 0.011 F - - HORZ(TL): 0.017 G - - Creep Factor: 2.0 Max TC CSI: 0.485 Max BC CSI: 0.420 Max Web CSI: 0.208 Wgt: 51.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss V02 Truss Type VAL Qty 1 Ply 1 3355 09/10/2020 14'8"9 6"15 6'9"1 6'9"1 7"7 5'10"4 3'0"5 5'10" 0"43'8"4A B C D E FG H 6 12 2X4(D8R) 1.5X4 3X3 3X4 2X4 1.5X4 2X4(D8R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 14.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H* 76 /- /- /36 /49 /9 Wind reactions based on MWFRS H Brg Width = 176 Min Req = - Bearing H is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 306 -546 B - C 184 -225 Chords Tens. Comp. C - D 188 -222 D - E 306 -533 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 602 -199 G - F 619 -208 Chords Tens. Comp. F - E 604 -199 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 699 -379 Webs Tens. Comp. F - D 677 -374 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.029 F 999 360 VERT(CL): 0.048 F 999 240 HORZ(LL): 0.011 F - - HORZ(TL): 0.017 G - - Creep Factor: 2.0 Max TC CSI: 0.485 Max BC CSI: 0.420 Max Web CSI: 0.208 Wgt: 51.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss V02 Truss Type VAL Qty 1 Ply 1 3355 09/10/2020 14'8"9 6"15 6'9"1 6'9"1 7"7 5'10"4 3'0"5 5'10" 0"43'8"4A B C D E FG H 6 12 2X4(D8R) 1.5X4 3X3 3X4 2X4 1.5X4 2X4(D8R) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 10.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 76 /- /- /35 /47 /8 Wind reactions based on MWFRS E Brg Width = 128 Min Req = - Bearing E is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 420 -405 Chords Tens. Comp. B - C 429 -402 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 464 -326 Chords Tens. Comp. D - C 473 -333 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 649 -581 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.027 D 999 360 VERT(CL): 0.037 D 999 240 HORZ(LL): -0.010 D - - HORZ(TL): 0.013 D - - Creep Factor: 2.0 Max TC CSI: 0.390 Max BC CSI: 0.383 Max Web CSI: 0.193 Wgt: 36.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss V03 Truss Type VAL Qty 1 Ply 1 3358 09/10/2020 10'8"9 6"15 4'9"1 4'9"1 7"7 5'2"10 3"8 5'2"6 0"42'8"4A B C D E 6 12 2X4(D8R) 4X4 2X4 2X4(D8R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 10.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 76 /- /- /35 /47 /8 Wind reactions based on MWFRS E Brg Width = 128 Min Req = - Bearing E is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 420 -405 Chords Tens. Comp. B - C 429 -402 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 464 -326 Chords Tens. Comp. D - C 473 -333 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 649 -581 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.027 D 999 360 VERT(CL): 0.037 D 999 240 HORZ(LL): -0.010 D - - HORZ(TL): 0.013 D - - Creep Factor: 2.0 Max TC CSI: 0.390 Max BC CSI: 0.383 Max Web CSI: 0.193 Wgt: 36.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss V03 Truss Type VAL Qty 1 Ply 1 3358 09/10/2020 10'8"9 6"15 4'9"1 4'9"1 7"7 5'2"10 3"8 5'2"6 0"42'8"4A B C D E 6 12 2X4(D8R) 4X4 2X4 2X4(D8R) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 6.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 76 /- /- /33 /42 /8 Wind reactions based on MWFRS E Brg Width = 80.0 Min Req = - Bearing E is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 165 -153 Chords Tens. Comp. B - C 172 -162 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 223 -119 Chords Tens. Comp. D - C 231 -125 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 371 -268 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.006 D 999 360 VERT(CL): 0.009 D 999 240 HORZ(LL): -0.002 D - - HORZ(TL): 0.003 D - - Creep Factor: 2.0 Max TC CSI: 0.136 Max BC CSI: 0.117 Max Web CSI: 0.110 Wgt: 23.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss V04 Truss Type VAL Qty 1 Ply 1 3361 09/10/2020 6'8"9 6"15 2'9"1 2'9"1 7"7 3'2"10 3"8 3'2"6 0"41'8"4A B C D E 6 12 2X4(D8R) 4X4 1.5X3 2X4(D8R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 6.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 76 /- /- /33 /42 /8 Wind reactions based on MWFRS E Brg Width = 80.0 Min Req = - Bearing E is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 165 -153 Chords Tens. Comp. B - C 172 -162 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 223 -119 Chords Tens. Comp. D - C 231 -125 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 371 -268 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.006 D 999 360 VERT(CL): 0.009 D 999 240 HORZ(LL): -0.002 D - - HORZ(TL): 0.003 D - - Creep Factor: 2.0 Max TC CSI: 0.136 Max BC CSI: 0.117 Max Web CSI: 0.110 Wgt: 23.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss V04 Truss Type VAL Qty 1 Ply 1 3361 09/10/2020 6'8"9 6"15 2'9"1 2'9"1 7"7 3'2"10 3"8 3'2"6 0"41'8"4A B C D E 6 12 2X4(D8R) 4X4 1.5X3 2X4(D8R) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 33 0.00 2.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 76 /- /- /24 /24 /5 Wind reactions based on MWFRS D Brg Width = 32.0 Min Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 124 -113 Chords Tens. Comp. B - C 122 -111 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 119 -98 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 999 360 VERT(CL): 0.003 999 240 HORZ(LL): 0.001 - - HORZ(TL): 0.001 - - Creep Factor: 2.0 Max TC CSI: 0.031 Max BC CSI: 0.060 Max Web CSI: 0.000 Wgt: 7.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss V05 Truss Type VAL Qty 1 Ply 1 3364 09/10/2020 2'8"9 6"15 9"1 9"1 7"7 0"48"4A B C D 6 12 2X4(D8R)3X4 2X4(D8R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 33 0.00 2.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 76 /- /- /24 /24 /5 Wind reactions based on MWFRS D Brg Width = 32.0 Min Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 124 -113 Chords Tens. Comp. B - C 122 -111 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 119 -98 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 999 360 VERT(CL): 0.003 999 240 HORZ(LL): 0.001 - - HORZ(TL): 0.001 - - Creep Factor: 2.0 Max TC CSI: 0.031 Max BC CSI: 0.060 Max Web CSI: 0.000 Wgt: 7.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSBSB2 Truss V05 Truss Type VAL Qty 1 Ply 1 3364 09/10/2020 2'8"9 6"15 9"1 9"1 7"7 0"48"4A B C D 6 12 2X4(D8R)3X4 2X4(D8R) Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION CORNERSET GENERAL SPECIFICATIONS Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach End Jack's w/ (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) 7'-0" MAX ST-CRNRST MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. STDTL01 BC JUNE 20, 2019 Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 STDTL03ALTERNATE GABLE END BRACING DETAILFEBRUARY 17, 2017 Rama Pranav Kristam, P.E.# 889064451 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.# 889064451 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.# 889064451 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.# 889064451 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.# 889064451 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.# 889064451 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.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 STDTL10FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 45.00°45.00°45.00° STDTL11FEBRUARY 17, 2017 LATERAL TOE-NAIL DETAIL Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946 L STDTL12FEBRUARY 17, 2017 UPLIFT TOE-NAIL DETAIL Rama Pranav Kristam, P.E.# 889064451 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.# 889064451 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.# 889064451 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.# 889064451 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.# 889064451 St. Lucie Blvd, Suite 201 Fort Pierce, FL 34946