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HomeMy WebLinkAboutTruss EngineeringLumber design values are in accordance with ANSI/TPI 1-2014 section 6.3 These truss designs rely on lumber values established by others. RE: Job ARMSWSB2L 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: WILSHIRE 1800 Subdivision: Address: City: County: St Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC 2017 RES / TPI 2014 Design Program: Alpine Engineered Products Wind Code: ASCE 7-10 Wind Speed: 160 Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 47 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 2744 A01 10/15/20 2 2713 A02 10/15/20 3 2725 A03 10/15/20 4 2721 A04 10/15/20 5 2717 A05 10/15/20 6 2750 A06 10/15/20 7 2758 A07 10/15/20 8 2762 A08 10/15/20 9 2766 A09 10/15/20 10 2770 B01 10/15/20 11 2774 B02 10/15/20 12 2780 B03 10/15/20 No.Seq #Truss Name Date 13 2806 D01 10/15/20 14 2815 D02 10/15/20 15 2818 D03 10/15/20 16 3113 FG02 10/15/20 17 3087 FG03 10/15/20 18 3078 FG05 10/15/20 19 3136 FL01 10/15/20 20 3116 FL01GE 10/15/20 21 3047 FL02 10/15/20 22 3119 FL02GE 10/15/20 23 3050 FL03 10/15/20 24 3053 FL05 10/15/20 No.Seq #Truss Name Date 25 3122 FL05GE 10/15/20 26 3081 FL06 10/15/20 27 3069 FL07 10/15/20 28 3063 FL08 10/15/20 29 3133 FL09 10/15/20 30 3125 FL10GE 10/15/20 31 3090 FL11 10/15/20 32 3084 FL11A 10/15/20 33 3130 FL11GE 10/15/20 34 3142 HJ3P 10/15/20 35 2803 HJ5 10/15/20 36 2737 HJ7 10/15/20 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 ARMSWSB2L Page 2 of 2 No.Seq #Truss Name Date 37 3145 J1 10/15/20 38 2794 J1P 10/15/20 39 2731 J3 10/15/20 40 3148 J3P 10/15/20 41 3139 J4P 10/15/20 42 2734 J5 10/15/20 43 2800 J5P 10/15/20 44 2740 J7 10/15/20 45 2783 V01 10/15/20 46 2788 V02 10/15/20 47 2791 V03 10/15/20 48 STDL01 STD. DETAIL 10/15/20 49 STDL02 STD. DETAIL 10/15/20 50 STDL03 STD. DETAIL 10/15/20 51 STDL04 STD. DETAIL 10/15/20 52 STDL05 STD. DETAIL 10/15/20 53 STDL06 STD. DETAIL 10/15/20 54 STDL07 STD. DETAIL 10/15/20 55 STDL08 STD. DETAIL 10/15/20 56 STDL09 STD. DETAIL 10/15/20 57 STDL10 STD. DETAIL 10/15/20 58 STDL11 STD. DETAIL 10/15/20 59 STDL12 STD. DETAIL 10/15/20 60 STDL13 STD. DETAIL 10/15/20 61 STDL14 STD. DETAIL 10/15/20 62 STDL15 STD. DETAIL 10/15/20 63 STDL16 STD. DETAIL 10/15/20 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 #2 T2 2x4 SP M-30; Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.46 to 62 plf at 7.00 TC: From 31 plf at 7.00 to 31 plf at 19.67 TC: From 62 plf at 19.67 to 62 plf at 28.13 BC: From 14 plf at 0.00 to 14 plf at 7.03 BC: From 7 plf at 7.03 to 7 plf at 19.64 BC: From 14 plf at 19.64 to 14 plf at 26.67 TC: 254 lb Conc. Load at 7.03,19.64 TC: 186 lb Conc. Load at 9.06,11.06,13.06,13.60 15.60,17.60 BC: 442 lb Conc. Load at 7.03,19.64 BC: 111 lb Conc. Load at 9.06,11.06,13.06,13.60 15.60,17.60 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 19.67 BC 59 0.15 26.52 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 2451 /- /- /- /1186 /- F 2451 /- /- /- /1186 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 2.9 F Brg Width = 3.5 Min Req = 2.9 Bearings B & F are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 -25 B - C 2265 -4661 C - D 2651 -5435 Chords Tens. Comp. D - E 2651 -5435 E - F 2265 -4661 F - G 39 -25 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 4081 -1972 K - J 4106 -1974 J - I 4106 -1974 Chords Tens. Comp. I - H 4106 -1974 H - F 4081 -1972 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 589 -71 C - J 1522 -775 D - J 785 -977 Webs Tens. Comp. J - E 1522 -775 H - E 589 -71 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.267 D 999 360 VERT(CL): 0.495 D 639 240 HORZ(LL): 0.078 H - - HORZ(TL): 0.146 H - - Creep Factor: 2.0 Max TC CSI: 0.945 Max BC CSI: 0.951 Max Web CSI: 0.735 Wgt: 123.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss A01 Truss Type HIPS Qty 1 Ply 1 2744 10/15/2020 26'8" 7'12'8"7' 1'5"9 1'5"9 4"33'10"34'5"15A B C D E F G HIJK 6 12 4X8(B3) 6X8 2X4 3X4 4X8 H0308 2X4 6X8 4X8(B3) 7'0"6 442# 254# 2'0"6 111# 186# 2' 111# 186# 2' 111# 186# 6"8 111# 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 2x4 SP #2 T2 2x4 SP M-30; Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.46 to 62 plf at 7.00 TC: From 31 plf at 7.00 to 31 plf at 19.67 TC: From 62 plf at 19.67 to 62 plf at 28.13 BC: From 14 plf at 0.00 to 14 plf at 7.03 BC: From 7 plf at 7.03 to 7 plf at 19.64 BC: From 14 plf at 19.64 to 14 plf at 26.67 TC: 254 lb Conc. Load at 7.03,19.64 TC: 186 lb Conc. Load at 9.06,11.06,13.06,13.60 15.60,17.60 BC: 442 lb Conc. Load at 7.03,19.64 BC: 111 lb Conc. Load at 9.06,11.06,13.06,13.60 15.60,17.60 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 19.67 BC 59 0.15 26.52 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 2451 /- /- /- /1186 /- F 2451 /- /- /- /1186 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 2.9 F Brg Width = 3.5 Min Req = 2.9 Bearings B & F are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 -25 B - C 2265 -4661 C - D 2651 -5435 Chords Tens. Comp. D - E 2651 -5435 E - F 2265 -4661 F - G 39 -25 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 4081 -1972 K - J 4106 -1974 J - I 4106 -1974 Chords Tens. Comp. I - H 4106 -1974 H - F 4081 -1972 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 589 -71 C - J 1522 -775 D - J 785 -977 Webs Tens. Comp. J - E 1522 -775 H - E 589 -71 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.267 D 999 360 VERT(CL): 0.495 D 639 240 HORZ(LL): 0.078 H - - HORZ(TL): 0.146 H - - Creep Factor: 2.0 Max TC CSI: 0.945 Max BC CSI: 0.951 Max Web CSI: 0.735 Wgt: 123.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss A01 Truss Type HIPS Qty 1 Ply 1 2744 10/15/2020 26'8" 7'12'8"7' 1'5"9 1'5"9 4"33'10"34'5"15A B C D E F G HIJK 6 12 4X8(B3) 6X8 2X4 3X4 4X8 H0308 2X4 6X8 4X8(B3) 7'0"6 442# 254# 2'0"6 111# 186# 2' 111# 186# 2' 111# 186# 6"8 111# 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 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 119 0.15 26.54 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others 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 1109 /- /- /619 /257 /203 G 1015 /- /- /534 /228 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 G Brg Width = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 682 -1765 C - D 697 -1590 Chords Tens. Comp. D - E 717 -1521 E - F 751 -1605 F - G 716 -1780 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1504 -517 J - I 1005 -256 Chords Tens. Comp. I - H 1005 -256 H - G 1521 -526 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 294 -377 J - E 589 -227 Webs Tens. Comp. E - H 608 -243 H - F 299 -387 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.073 J 999 360 VERT(CL): 0.137 J 999 240 HORZ(LL): 0.029 H - - HORZ(TL): 0.055 H - - Creep Factor: 2.0 Max TC CSI: 0.492 Max BC CSI: 0.999 Max Web CSI: 0.319 Wgt: 117.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss A02 Truss Type COMN Qty 3 Ply 1 2713 10/15/2020 26'8" 13'4"13'4" 1'5"9 4"37'0"37'7"15A B C D E F G HIJ 6 12 3X4(A1) 1.5X3 3X4 3X6 4X6 4X4 3X4 1.5X3 3X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 119 0.15 26.54 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others 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 1109 /- /- /619 /257 /203 G 1015 /- /- /534 /228 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 G Brg Width = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 682 -1765 C - D 697 -1590 Chords Tens. Comp. D - E 717 -1521 E - F 751 -1605 F - G 716 -1780 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1504 -517 J - I 1005 -256 Chords Tens. Comp. I - H 1005 -256 H - G 1521 -526 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 294 -377 J - E 589 -227 Webs Tens. Comp. E - H 608 -243 H - F 299 -387 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.073 J 999 360 VERT(CL): 0.137 J 999 240 HORZ(LL): 0.029 H - - HORZ(TL): 0.055 H - - Creep Factor: 2.0 Max TC CSI: 0.492 Max BC CSI: 0.999 Max Web CSI: 0.319 Wgt: 117.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss A02 Truss Type COMN Qty 3 Ply 1 2713 10/15/2020 26'8" 13'4"13'4" 1'5"9 4"37'0"37'7"15A B C D E F G HIJ 6 12 3X4(A1) 1.5X3 3X4 3X6 4X6 4X4 3X4 1.5X3 3X4(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 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 17.67 BC 86 0.15 26.52 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 1105 /- /- /622 /484 /161 E 1105 /- /- /622 /484 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 E Brg Width = 3.5 Min Req = 1.5 Bearings B & E are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 712 -1664 C - D 738 -1399 Chords Tens. Comp. D - E 712 -1666 E - F 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 1390 -465 I - H 1396 -475 Chords Tens. Comp. H - G 1396 -475 G - E 1392 -477 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 307 0 I - D 144 -139 Webs Tens. Comp. G - D 305 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.060 G 999 360 VERT(CL): 0.113 G 999 240 HORZ(LL): 0.030 G - - HORZ(TL): 0.055 G - - Creep Factor: 2.0 Max TC CSI: 0.914 Max BC CSI: 0.973 Max Web CSI: 0.239 Wgt: 112.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss A03 Truss Type HIPS Qty 1 Ply 1 2725 10/15/2020 26'8" 9'8'8"9' 1'5"9 1'5"9 4"34'10"35'5"15A B C D E F GHI 6 12 3X4(A1) 6X6 3X4 3X6 1.5X3 7X6(R) 3X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.00 17.67 BC 86 0.15 26.52 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 1105 /- /- /622 /484 /161 E 1105 /- /- /622 /484 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 E Brg Width = 3.5 Min Req = 1.5 Bearings B & E are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 712 -1664 C - D 738 -1399 Chords Tens. Comp. D - E 712 -1666 E - F 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 1390 -465 I - H 1396 -475 Chords Tens. Comp. H - G 1396 -475 G - E 1392 -477 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 307 0 I - D 144 -139 Webs Tens. Comp. G - D 305 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.060 G 999 360 VERT(CL): 0.113 G 999 240 HORZ(LL): 0.030 G - - HORZ(TL): 0.055 G - - Creep Factor: 2.0 Max TC CSI: 0.914 Max BC CSI: 0.973 Max Web CSI: 0.239 Wgt: 112.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss A03 Truss Type HIPS Qty 1 Ply 1 2725 10/15/2020 26'8" 9'8'8"9' 1'5"9 1'5"9 4"34'10"35'5"15A B C D E F GHI 6 12 3X4(A1) 6X6 3X4 3X6 1.5X3 7X6(R) 3X4(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 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 15.67 BC 87 0.15 26.52 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 1105 /- /- /624 /482 /188 G 1105 /- /- /624 /482 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 G Brg Width = 3.5 Min Req = 1.5 Bearings B & G are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 755 -1691 C - D 681 -1387 D - E 634 -1177 Chords Tens. Comp. E - F 681 -1387 F - G 755 -1691 G - H 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1433 -527 K - J 1177 -317 Chords Tens. Comp. J - I 1177 -317 I - G 1433 -527 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 301 -423 D - K 396 -158 Webs Tens. Comp. E - I 396 -157 I - F 301 -423 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.108 I 999 360 VERT(CL): 0.262 I 999 240 HORZ(LL): 0.045 D - - HORZ(TL): 0.109 D - - Creep Factor: 2.0 Max TC CSI: 0.704 Max BC CSI: 0.973 Max Web CSI: 0.230 Wgt: 117.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss A04 Truss Type HIPS Qty 1 Ply 1 2721 10/15/2020 26'8" 11'4'8"11' 1'5"9 1'5"9 4"35'10"36'5"15A B C D E F G H IJK 6 12 3X4(A1) 1.5X3 5X6 3X4 3X6 5X6 3X4 1.5X3 3X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 15.67 BC 87 0.15 26.52 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 1105 /- /- /624 /482 /188 G 1105 /- /- /624 /482 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 G Brg Width = 3.5 Min Req = 1.5 Bearings B & G are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 755 -1691 C - D 681 -1387 D - E 634 -1177 Chords Tens. Comp. E - F 681 -1387 F - G 755 -1691 G - H 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1433 -527 K - J 1177 -317 Chords Tens. Comp. J - I 1177 -317 I - G 1433 -527 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 301 -423 D - K 396 -158 Webs Tens. Comp. E - I 396 -157 I - F 301 -423 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.108 I 999 360 VERT(CL): 0.262 I 999 240 HORZ(LL): 0.045 D - - HORZ(TL): 0.109 D - - Creep Factor: 2.0 Max TC CSI: 0.704 Max BC CSI: 0.973 Max Web CSI: 0.230 Wgt: 117.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss A04 Truss Type HIPS Qty 1 Ply 1 2721 10/15/2020 26'8" 11'4'8"11' 1'5"9 1'5"9 4"35'10"36'5"15A B C D E F G H IJK 6 12 3X4(A1) 1.5X3 5X6 3X4 3X6 5X6 3X4 1.5X3 3X4(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 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 26.52 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 1105 /- /- /613 /250 /216 H 1105 /- /- /613 /250 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 650 -1756 C - D 656 -1581 D - E 683 -1563 Chords Tens. Comp. E - F 683 -1551 F - G 658 -1582 G - H 650 -1757 H - I 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1496 -427 L - K 999 -190 Chords Tens. Comp. K - J 999 -190 J - H 1497 -455 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 295 -374 L - E 589 -233 Webs Tens. Comp. E - J 589 -233 J - G 296 -375 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.074 J 999 360 VERT(CL): 0.137 J 999 240 HORZ(LL): 0.029 J - - HORZ(TL): 0.054 J - - Creep Factor: 2.0 Max TC CSI: 0.455 Max BC CSI: 0.855 Max Web CSI: 0.307 Wgt: 119.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss A05 Truss Type HIPS Qty 1 Ply 1 2717 10/15/2020 26'8" 13'8"13' 1'5"9 1'5"9 4"36'10"37'5"15A B C D E F G H I JKL 6 12 3X4(A1) 1.5X3 3X6 3X4 4X6 4X6(R) 3X4 3X6 1.5X3 3X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 26.52 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 1105 /- /- /613 /250 /216 H 1105 /- /- /613 /250 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 650 -1756 C - D 656 -1581 D - E 683 -1563 Chords Tens. Comp. E - F 683 -1551 F - G 658 -1582 G - H 650 -1757 H - I 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1496 -427 L - K 999 -190 Chords Tens. Comp. K - J 999 -190 J - H 1497 -455 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 295 -374 L - E 589 -233 Webs Tens. Comp. E - J 589 -233 J - G 296 -375 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.074 J 999 360 VERT(CL): 0.137 J 999 240 HORZ(LL): 0.029 J - - HORZ(TL): 0.054 J - - Creep Factor: 2.0 Max TC CSI: 0.455 Max BC CSI: 0.855 Max Web CSI: 0.307 Wgt: 119.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss A05 Truss Type HIPS Qty 1 Ply 1 2717 10/15/2020 26'8" 13'8"13' 1'5"9 1'5"9 4"36'10"37'5"15A B C D E F G H I JKL 6 12 3X4(A1) 1.5X3 3X6 3X4 4X6 4X6(R) 3X4 3X6 1.5X3 3X4(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 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 26.54 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others 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 1109 /- /- /613 /251 /199 G 1015 /- /- /528 /222 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 G Brg Width = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 667 -1765 C - D 682 -1590 Chords Tens. Comp. D - E 700 -1521 E - F 730 -1605 F - G 697 -1780 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1504 -504 J - I 1006 -240 Chords Tens. Comp. I - H 1006 -240 H - G 1522 -509 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 298 -376 J - E 589 -231 Webs Tens. Comp. E - H 608 -247 H - F 303 -386 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.073 J 999 360 VERT(CL): 0.137 J 999 240 HORZ(LL): 0.029 H - - HORZ(TL): 0.055 H - - Creep Factor: 2.0 Max TC CSI: 0.492 Max BC CSI: 0.971 Max Web CSI: 0.324 Wgt: 116.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss A06 Truss Type HIPS Qty 1 Ply 1 2750 10/15/2020 26'8" 13'8"13' 1'5"9 4"36'10"37'5"15A B C D E F G HIJ 6 12 3X4(A1) 1.5X3 3X4 3X6 4X6 4X6(R) 3X4 1.5X3 3X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 26.54 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others 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 1109 /- /- /613 /251 /199 G 1015 /- /- /528 /222 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 G Brg Width = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 667 -1765 C - D 682 -1590 Chords Tens. Comp. D - E 700 -1521 E - F 730 -1605 F - G 697 -1780 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1504 -504 J - I 1006 -240 Chords Tens. Comp. I - H 1006 -240 H - G 1522 -509 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 298 -376 J - E 589 -231 Webs Tens. Comp. E - H 608 -247 H - F 303 -386 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.073 J 999 360 VERT(CL): 0.137 J 999 240 HORZ(LL): 0.029 H - - HORZ(TL): 0.055 H - - Creep Factor: 2.0 Max TC CSI: 0.492 Max BC CSI: 0.971 Max Web CSI: 0.324 Wgt: 116.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss A06 Truss Type HIPS Qty 1 Ply 1 2750 10/15/2020 26'8" 13'8"13' 1'5"9 4"36'10"37'5"15A B C D E F G HIJ 6 12 3X4(A1) 1.5X3 3X4 3X6 4X6 4X6(R) 3X4 1.5X3 3X4(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 T4 2x4 SP M-30; Bot chord 2x4 SP #2 B2 2x4 SP 2400f-2.0E; 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) TC 24 11.00 15.67 TC 24 18.52 26.67 BC 76 0.15 26.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1114 /- /- /648 /467 /245 I 1010 /- /- /480 /448 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 I Brg Width = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 815 -1783 C - D 684 -1418 D - E 663 -1206 Chords Tens. Comp. E - F 697 -1384 F - G 723 -1439 G - H 4 -4 G - I 801 -1557 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1536 -834 L - K 1199 -592 Chords Tens. Comp. K - J 1199 -592 J - I 1379 -709 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 308 -384 D - L 324 -91 D - J 101 -62 Webs Tens. Comp. J - E 391 -143 J - F 251 -308 H - I 175 -236 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.068 L 999 360 VERT(CL): 0.129 L 999 240 HORZ(LL): 0.028 J - - HORZ(TL): 0.052 J - - Creep Factor: 2.0 Max TC CSI: 0.625 Max BC CSI: 0.998 Max Web CSI: 0.282 Wgt: 142.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss A07 Truss Type SPEC Qty 1 Ply 1 2758 10/15/2020 26'8" 11'4'8"2'10"8'2" 15'8"10'8"8 3"8 1'5"9 4"3 4'5"75'10"36'5"15A B C D E FG H I JKL 6 12 3X4(A1) 5X6 3X4 4X6 3X8 5X6 1.5X4 1.5X4 3X6(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 2x4 SP #2 T4 2x4 SP M-30; Bot chord 2x4 SP #2 B2 2x4 SP 2400f-2.0E; 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) TC 24 11.00 15.67 TC 24 18.52 26.67 BC 76 0.15 26.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1114 /- /- /648 /467 /245 I 1010 /- /- /480 /448 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 I Brg Width = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 815 -1783 C - D 684 -1418 D - E 663 -1206 Chords Tens. Comp. E - F 697 -1384 F - G 723 -1439 G - H 4 -4 G - I 801 -1557 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1536 -834 L - K 1199 -592 Chords Tens. Comp. K - J 1199 -592 J - I 1379 -709 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 308 -384 D - L 324 -91 D - J 101 -62 Webs Tens. Comp. J - E 391 -143 J - F 251 -308 H - I 175 -236 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.068 L 999 360 VERT(CL): 0.129 L 999 240 HORZ(LL): 0.028 J - - HORZ(TL): 0.052 J - - Creep Factor: 2.0 Max TC CSI: 0.625 Max BC CSI: 0.998 Max Web CSI: 0.282 Wgt: 142.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss A07 Truss Type SPEC Qty 1 Ply 1 2758 10/15/2020 26'8" 11'4'8"2'10"8'2" 15'8"10'8"8 3"8 1'5"9 4"3 4'5"75'10"36'5"15A B C D E FG H I JKL 6 12 3X4(A1) 5X6 3X4 4X6 3X8 5X6 1.5X4 1.5X4 3X6(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 T1 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 26.67 BC 73 0.15 26.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1114 /- /- /651 /470 /265 H 1010 /- /- /488 /463 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 H Brg Width = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 671 -1662 C - D 701 -1400 Chords Tens. Comp. D - E 553 -1266 E - F 553 -1266 F - G 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1382 -702 K - J 1520 -742 Chords Tens. Comp. J - I 1520 -742 I - H 891 -446 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 350 -61 K - D 170 -176 D - I 277 -372 Webs Tens. Comp. I - F 581 -156 F - H 631 -1259 G - H 62 -69 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.061 D 999 360 VERT(CL): 0.115 D 999 240 HORZ(LL): 0.027 H - - HORZ(TL): 0.051 H - - Creep Factor: 2.0 Max TC CSI: 0.829 Max BC CSI: 0.969 Max Web CSI: 0.981 Wgt: 133.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss A08 Truss Type HIPM Qty 1 Ply 1 2762 10/15/2020 26'8" 9'17'8" 1'5"9 4"3 4'10"35'5"15A B C D E F G HIJK 6 12 3X4(A1) 5X6 3X4 3X6 3X4 3X4 3X6 3X4 1.5X3 3X6(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 2x4 SP #2 T1 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 26.67 BC 73 0.15 26.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1114 /- /- /651 /470 /265 H 1010 /- /- /488 /463 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 H Brg Width = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 671 -1662 C - D 701 -1400 Chords Tens. Comp. D - E 553 -1266 E - F 553 -1266 F - G 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1382 -702 K - J 1520 -742 Chords Tens. Comp. J - I 1520 -742 I - H 891 -446 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 350 -61 K - D 170 -176 D - I 277 -372 Webs Tens. Comp. I - F 581 -156 F - H 631 -1259 G - H 62 -69 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.061 D 999 360 VERT(CL): 0.115 D 999 240 HORZ(LL): 0.027 H - - HORZ(TL): 0.051 H - - Creep Factor: 2.0 Max TC CSI: 0.829 Max BC CSI: 0.969 Max Web CSI: 0.981 Wgt: 133.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss A08 Truss Type HIPM Qty 1 Ply 1 2762 10/15/2020 26'8" 9'17'8" 1'5"9 4"3 4'10"35'5"15A B C D E F G HIJK 6 12 3X4(A1) 5X6 3X4 3X6 3X4 3X4 3X6 3X4 1.5X3 3X6(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 2400f-2.0E T1 2x4 SP #2; Bot chord 2x4 SP M-30 Webs 2x4 SP #3 W3 2x4 SP #2; 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 26.67 BC: From 14 plf at 0.00 to 14 plf at 7.03 BC: From 7 plf at 7.03 to 7 plf at 26.67 TC: 254 lb Conc. Load at 7.03 TC: 186 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06,25.06 BC: 442 lb Conc. Load at 7.03 BC: 111 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06,25.06 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.00 26.67 BC 61 0.15 26.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2319 /- /- /- /1123 /- H 2424 /- /- /- /1184 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 2.7 H Brg Width = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 -25 B - C 2134 -4387 C - D 2406 -4930 Chords Tens. Comp. D - E 2405 -4929 E - F 2405 -4929 F - G 1768 -3641 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 3838 -1856 L - K 3863 -1859 K - J 3767 -1851 Chords Tens. Comp. J - I 3767 -1851 I - H 31 -15 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 606 -71 C - K 1209 -620 D - K 636 -805 K - F 1333 -636 Webs Tens. Comp. F - I 1016 -1550 I - G 4121 -2001 G - H 1194 -2285 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.230 D 999 360 VERT(CL): 0.428 D 744 240 HORZ(LL): 0.056 H - - HORZ(TL): 0.103 H - - Creep Factor: 2.0 Max TC CSI: 0.851 Max BC CSI: 0.956 Max Web CSI: 0.930 Wgt: 133.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss A09 Truss Type HIPM Qty 1 Ply 1 2766 10/15/2020 26'8" 7'19'8" 1'5"9 4"3 3'10"34'5"15(a) A B C D E F G HIJKL 6 12 3X10(B3) 6X8 2X4 2X4 4X8 H0308 H0308 4X4 5X8 5X8 3X6 7'0"6 442# 254# 2'0"6 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186#1'7"4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP 2400f-2.0E T1 2x4 SP #2; Bot chord 2x4 SP M-30 Webs 2x4 SP #3 W3 2x4 SP #2; 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 26.67 BC: From 14 plf at 0.00 to 14 plf at 7.03 BC: From 7 plf at 7.03 to 7 plf at 26.67 TC: 254 lb Conc. Load at 7.03 TC: 186 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06,25.06 BC: 442 lb Conc. Load at 7.03 BC: 111 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06,25.06 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.00 26.67 BC 61 0.15 26.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2319 /- /- /- /1123 /- H 2424 /- /- /- /1184 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 2.7 H Brg Width = - Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 -25 B - C 2134 -4387 C - D 2406 -4930 Chords Tens. Comp. D - E 2405 -4929 E - F 2405 -4929 F - G 1768 -3641 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 3838 -1856 L - K 3863 -1859 K - J 3767 -1851 Chords Tens. Comp. J - I 3767 -1851 I - H 31 -15 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 606 -71 C - K 1209 -620 D - K 636 -805 K - F 1333 -636 Webs Tens. Comp. F - I 1016 -1550 I - G 4121 -2001 G - H 1194 -2285 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.230 D 999 360 VERT(CL): 0.428 D 744 240 HORZ(LL): 0.056 H - - HORZ(TL): 0.103 H - - Creep Factor: 2.0 Max TC CSI: 0.851 Max BC CSI: 0.956 Max Web CSI: 0.930 Wgt: 133.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss A09 Truss Type HIPM Qty 1 Ply 1 2766 10/15/2020 26'8" 7'19'8" 1'5"9 4"3 3'10"34'5"15(a) A B C D E F G HIJKL 6 12 3X10(B3) 6X8 2X4 2X4 4X8 H0308 H0308 4X4 5X8 5X8 3X6 7'0"6 442# 254# 2'0"6 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186# 2' 111# 186#1'7"4 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 T2 2x4 SP M-30; Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.46 to 62 plf at 7.00 TC: From 31 plf at 7.00 to 31 plf at 12.33 TC: From 62 plf at 12.33 to 62 plf at 20.80 BC: From 14 plf at 0.00 to 14 plf at 7.03 BC: From 7 plf at 7.03 to 7 plf at 12.30 BC: From 14 plf at 12.30 to 14 plf at 19.33 TC: 254 lb Conc. Load at 7.03,12.30 TC: 186 lb Conc. Load at 9.06,10.27 BC: 442 lb Conc. Load at 7.03,12.30 BC: 111 lb Conc. Load at 9.06,10.27 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 12.33 BC 75 0.15 19.19 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 1717 /- /- /- /825 /- E 1717 /- /- /- /825 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 2.0 E Brg Width = 3.5 Min Req = 2.0 Bearings B & E are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 -25 B - C 1490 -3081 C - D 1285 -2698 Chords Tens. Comp. D - E 1490 -3081 E - F 39 -25 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 2673 -1281 I - H 2698 -1285 Chords Tens. Comp. H - G 2698 -1285 G - E 2673 -1281 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 657 -88 Webs Tens. Comp. G - D 657 -88 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.157 G 999 360 VERT(CL): 0.315 G 725 240 HORZ(LL): 0.059 C - - HORZ(TL): 0.118 C - - Creep Factor: 2.0 Max TC CSI: 0.764 Max BC CSI: 0.999 Max Web CSI: 0.250 Wgt: 75.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss B01 Truss Type HIPS Qty 1 Ply 1 2770 10/15/2020 19'4" 7'5'4"7' 1'5"9 1'5"9 4"33'10"34'5"15A B C D E FGHI 6 12 4X6(A2) 5X6 2X4 H0308 2X4 5X6 4X6(A2) 7'0"6 442# 254# 2'0"6 111# 186# 1'2"8 111# 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 2x4 SP #2 T2 2x4 SP M-30; Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.46 to 62 plf at 7.00 TC: From 31 plf at 7.00 to 31 plf at 12.33 TC: From 62 plf at 12.33 to 62 plf at 20.80 BC: From 14 plf at 0.00 to 14 plf at 7.03 BC: From 7 plf at 7.03 to 7 plf at 12.30 BC: From 14 plf at 12.30 to 14 plf at 19.33 TC: 254 lb Conc. Load at 7.03,12.30 TC: 186 lb Conc. Load at 9.06,10.27 BC: 442 lb Conc. Load at 7.03,12.30 BC: 111 lb Conc. Load at 9.06,10.27 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 12.33 BC 75 0.15 19.19 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 1717 /- /- /- /825 /- E 1717 /- /- /- /825 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 2.0 E Brg Width = 3.5 Min Req = 2.0 Bearings B & E are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 -25 B - C 1490 -3081 C - D 1285 -2698 Chords Tens. Comp. D - E 1490 -3081 E - F 39 -25 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 2673 -1281 I - H 2698 -1285 Chords Tens. Comp. H - G 2698 -1285 G - E 2673 -1281 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 657 -88 Webs Tens. Comp. G - D 657 -88 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.157 G 999 360 VERT(CL): 0.315 G 725 240 HORZ(LL): 0.059 C - - HORZ(TL): 0.118 C - - Creep Factor: 2.0 Max TC CSI: 0.764 Max BC CSI: 0.999 Max Web CSI: 0.250 Wgt: 75.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss B01 Truss Type HIPS Qty 1 Ply 1 2770 10/15/2020 19'4" 7'5'4"7' 1'5"9 1'5"9 4"33'10"34'5"15A B C D E FGHI 6 12 4X6(A2) 5X6 2X4 H0308 2X4 5X6 4X6(A2) 7'0"6 442# 254# 2'0"6 111# 186# 1'2"8 111# 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 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 10.33 BC 112 0.15 19.19 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 825 /- /- /475 /361 /161 H 825 /- /- /475 /361 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 519 -1161 C - D 427 -883 D - E 407 -742 Chords Tens. Comp. E - F 407 -742 F - G 427 -883 G - H 519 -1161 H - I 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 975 -338 Chords Tens. Comp. J - H 975 -338 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 251 -301 E - J 521 -233 Webs Tens. Comp. J - G 251 -301 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.039 J 999 360 VERT(CL): 0.073 J 999 240 HORZ(LL): 0.015 J - - HORZ(TL): 0.028 J - - Creep Factor: 2.0 Max TC CSI: 0.357 Max BC CSI: 0.984 Max Web CSI: 0.198 Wgt: 85.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss B02 Truss Type HIPS Qty 1 Ply 1 2774 10/15/2020 19'4" 9'1'4"9' 1'5"9 1'5"9 4"34'10"35'5"15A B C D E F G H IJ 6 12 2X4(A1) 1.5X3 5X6 1.5X4 5X6 5X6 1.5X3 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 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 10.33 BC 112 0.15 19.19 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 825 /- /- /475 /361 /161 H 825 /- /- /475 /361 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 519 -1161 C - D 427 -883 D - E 407 -742 Chords Tens. Comp. E - F 407 -742 F - G 427 -883 G - H 519 -1161 H - I 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 975 -338 Chords Tens. Comp. J - H 975 -338 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 251 -301 E - J 521 -233 Webs Tens. Comp. J - G 251 -301 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.039 J 999 360 VERT(CL): 0.073 J 999 240 HORZ(LL): 0.015 J - - HORZ(TL): 0.028 J - - Creep Factor: 2.0 Max TC CSI: 0.357 Max BC CSI: 0.984 Max Web CSI: 0.198 Wgt: 85.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss B02 Truss Type HIPS Qty 1 Ply 1 2774 10/15/2020 19'4" 9'1'4"9' 1'5"9 1'5"9 4"34'10"35'5"15A B C D E F G H IJ 6 12 2X4(A1) 1.5X3 5X6 1.5X4 5X6 5X6 1.5X3 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 2x6 SP 2400f-2.0E Webs 2x4 SP #3 W3 2x4 SP #2; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (2) 0.131"x3", min. nails on The Bottom Chord Only. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.46 to 62 plf at 7.06 TC: From 31 plf at 7.06 to 31 plf at 11.06 TC: From 62 plf at 11.06 to 62 plf at 19.33 BC: From 14 plf at 0.00 to 14 plf at 7.06 BC: From 7 plf at 7.06 to 7 plf at 19.33 BC: 2424 lb Conc. Load at 7.06 BC: 1010 lb Conc. Load at 9.06,11.06 BC: 1015 lb Conc. Load at 13.06,15.06,16.94,18.94 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 19.19 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 3926 /- /- /- /1686 /- F 5928 /- /- /- /1965 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.6 F Brg Width = 3.5 Min Req = 2.5 Bearings B & F are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 -13 B - C 1773 -4140 C - D 1343 -3260 Chords Tens. Comp. D - E 1347 -3267 E - F 1697 -4693 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 3669 -1565 I - H 3647 -1555 Chords Tens. Comp. H - G 4142 -1496 G - F 4179 -1503 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - C 689 -316 C - H 416 -849 D - H 2781 -1119 Webs Tens. Comp. H - E 349 -1409 E - G 1153 -230 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: B 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: No FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.122 H 999 360 VERT(CL): 0.225 H 999 240 HORZ(LL): 0.030 G - - HORZ(TL): 0.055 G - - Creep Factor: 2.0 Max TC CSI: 0.640 Max BC CSI: 0.789 Max Web CSI: 0.628 Wgt: 210.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss B03 Truss Type COMN Qty 1 Ply 2 2780 10/15/2020 19'4" 9'8"9'8" 1'5"9 4"35'2"35'9"15A B C D E F GHI 6 12 3X10(A5R) 4X4 3X4 4X6(R) 8X8 4X4(R) 3X8 4X8(A8R) 7'0"12 2424# 2' 1010# 2' 1010# 2' 1015# 2' 1015# 1'10"8 1015# 2' 1015# 4"12 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters 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 2x6 SP 2400f-2.0E Webs 2x4 SP #3 W3 2x4 SP #2; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (2) 0.131"x3", min. nails on The Bottom Chord Only. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.46 to 62 plf at 7.06 TC: From 31 plf at 7.06 to 31 plf at 11.06 TC: From 62 plf at 11.06 to 62 plf at 19.33 BC: From 14 plf at 0.00 to 14 plf at 7.06 BC: From 7 plf at 7.06 to 7 plf at 19.33 BC: 2424 lb Conc. Load at 7.06 BC: 1010 lb Conc. Load at 9.06,11.06 BC: 1015 lb Conc. Load at 13.06,15.06,16.94,18.94 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 19.19 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 3926 /- /- /- /1686 /- F 5928 /- /- /- /1965 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.6 F Brg Width = 3.5 Min Req = 2.5 Bearings B & F are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 -13 B - C 1773 -4140 C - D 1343 -3260 Chords Tens. Comp. D - E 1347 -3267 E - F 1697 -4693 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 3669 -1565 I - H 3647 -1555 Chords Tens. Comp. H - G 4142 -1496 G - F 4179 -1503 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - C 689 -316 C - H 416 -849 D - H 2781 -1119 Webs Tens. Comp. H - E 349 -1409 E - G 1153 -230 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: B 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: No FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.122 H 999 360 VERT(CL): 0.225 H 999 240 HORZ(LL): 0.030 G - - HORZ(TL): 0.055 G - - Creep Factor: 2.0 Max TC CSI: 0.640 Max BC CSI: 0.789 Max Web CSI: 0.628 Wgt: 210.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss B03 Truss Type COMN Qty 1 Ply 2 2780 10/15/2020 19'4" 9'8"9'8" 1'5"9 4"35'2"35'9"15A B C D E F GHI 6 12 3X10(A5R) 4X4 3X4 4X6(R) 8X8 4X4(R) 3X8 4X8(A8R) 7'0"12 2424# 2' 1010# 2' 1010# 2' 1015# 2' 1015# 1'10"8 1015# 2' 1015# 4"12 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 T2 2x4 SP M-30; Bot chord 2x4 SP #2 Webs 2x4 SP #3 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.46 to 62 plf at 5.00 TC: From 31 plf at 5.00 to 31 plf at 11.00 TC: From 62 plf at 11.00 to 62 plf at 17.46 BC: From 14 plf at 0.00 to 14 plf at 5.03 BC: From 7 plf at 5.03 to 7 plf at 10.97 BC: From 14 plf at 10.97 to 14 plf at 16.00 TC: 202 lb Conc. Load at 5.03,10.97 TC: 127 lb Conc. Load at 7.06, 8.94 BC: 186 lb Conc. Load at 5.03,10.97 BC: 77 lb Conc. Load at 7.06, 8.94 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 5.00 11.00 BC 61 0.15 15.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1176 /- /- /- /707 /- E 1176 /- /- /- /707 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 E Brg Width = 7.6 Min Req = 1.5 Bearings B & E are a rigid surface. Bearings B & E require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 -25 B - C 1282 -2016 C - D 1118 -1765 Chords Tens. Comp. D - E 1282 -2016 E - F 39 -25 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1748 -1110 H - G 1765 -1118 Chords Tens. Comp. G - E 1748 -1110 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 334 -125 Webs Tens. Comp. G - D 334 -125 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.088 G 999 360 VERT(CL): 0.178 G 999 240 HORZ(LL): 0.035 C - - HORZ(TL): 0.070 C - - Creep Factor: 2.0 Max TC CSI: 0.588 Max BC CSI: 0.974 Max Web CSI: 0.127 Wgt: 61.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss D01 Truss Type HIPS Qty 1 Ply 1 2806 10/15/2020 16' SEAT PLATE REQ.SEAT PLATE REQ. 5'6'5' 1'5"9 1'5"9 4"32'10"33'5"15A B C D E FGH 6 12 4X4(A2) 5X6 1.5X3 1.5X3 5X6 4X4(A2) 5'0"6 186# 202# 2'0"6 77# 127# 1'10"8 77# 127# 2'0"6 186# 202# 5'0"6 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 T2 2x4 SP M-30; Bot chord 2x4 SP #2 Webs 2x4 SP #3 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.46 to 62 plf at 5.00 TC: From 31 plf at 5.00 to 31 plf at 11.00 TC: From 62 plf at 11.00 to 62 plf at 17.46 BC: From 14 plf at 0.00 to 14 plf at 5.03 BC: From 7 plf at 5.03 to 7 plf at 10.97 BC: From 14 plf at 10.97 to 14 plf at 16.00 TC: 202 lb Conc. Load at 5.03,10.97 TC: 127 lb Conc. Load at 7.06, 8.94 BC: 186 lb Conc. Load at 5.03,10.97 BC: 77 lb Conc. Load at 7.06, 8.94 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 5.00 11.00 BC 61 0.15 15.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1176 /- /- /- /707 /- E 1176 /- /- /- /707 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 E Brg Width = 7.6 Min Req = 1.5 Bearings B & E are a rigid surface. Bearings B & E require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 -25 B - C 1282 -2016 C - D 1118 -1765 Chords Tens. Comp. D - E 1282 -2016 E - F 39 -25 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1748 -1110 H - G 1765 -1118 Chords Tens. Comp. G - E 1748 -1110 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 334 -125 Webs Tens. Comp. G - D 334 -125 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.088 G 999 360 VERT(CL): 0.178 G 999 240 HORZ(LL): 0.035 C - - HORZ(TL): 0.070 C - - Creep Factor: 2.0 Max TC CSI: 0.588 Max BC CSI: 0.974 Max Web CSI: 0.127 Wgt: 61.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss D01 Truss Type HIPS Qty 1 Ply 1 2806 10/15/2020 16' SEAT PLATE REQ.SEAT PLATE REQ. 5'6'5' 1'5"9 1'5"9 4"32'10"33'5"15A B C D E FGH 6 12 4X4(A2) 5X6 1.5X3 1.5X3 5X6 4X4(A2) 5'0"6 186# 202# 2'0"6 77# 127# 1'10"8 77# 127# 2'0"6 186# 202# 5'0"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 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 9.00 BC 120 0.15 15.85 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 698 /- /- /584 /294 /135 E 698 /- /- /395 /273 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 E Brg Width = 7.6 Min Req = 1.5 Bearings B & E are a rigid surface. Bearings B & E require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 991 -868 C - D 963 -699 Chords Tens. Comp. D - E 966 -868 E - F 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 696 -769 H - G 699 -783 Chords Tens. Comp. G - E 696 -772 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 167 -328 Webs Tens. Comp. G - D 290 -261 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.036 H 999 360 VERT(CL): 0.065 H 999 240 HORZ(LL): 0.016 C - - HORZ(TL): 0.030 C - - Creep Factor: 2.0 Max TC CSI: 0.584 Max BC CSI: 0.811 Max Web CSI: 0.087 Wgt: 64.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss D02 Truss Type HIPS Qty 1 Ply 1 2815 10/15/2020 16' SEAT PLATE REQ.SEAT PLATE REQ. 7'2'7' 1'5"9 1'5"9 4"33'10"34'5"15A B C D E FGH 6 12 2X4(A1) 5X6 1.5X3 1.5X3 5X6 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 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 9.00 BC 120 0.15 15.85 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 698 /- /- /584 /294 /135 E 698 /- /- /395 /273 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 E Brg Width = 7.6 Min Req = 1.5 Bearings B & E are a rigid surface. Bearings B & E require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 991 -868 C - D 963 -699 Chords Tens. Comp. D - E 966 -868 E - F 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 696 -769 H - G 699 -783 Chords Tens. Comp. G - E 696 -772 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 167 -328 Webs Tens. Comp. G - D 290 -261 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.036 H 999 360 VERT(CL): 0.065 H 999 240 HORZ(LL): 0.016 C - - HORZ(TL): 0.030 C - - Creep Factor: 2.0 Max TC CSI: 0.584 Max BC CSI: 0.811 Max Web CSI: 0.087 Wgt: 64.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss D02 Truss Type HIPS Qty 1 Ply 1 2815 10/15/2020 16' SEAT PLATE REQ.SEAT PLATE REQ. 7'2'7' 1'5"9 1'5"9 4"33'10"34'5"15A B C D E FGH 6 12 2X4(A1) 5X6 1.5X3 1.5X3 5X6 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 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 15.85 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 698 /- /- /582 /268 /148 D 698 /- /- /397 /247 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 7.6 Min Req = 1.5 Bearings B & D are a rigid surface. Bearings B & D require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 939 -854 Chords Tens. Comp. C - D 912 -854 D - E 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 680 -720 Chords Tens. Comp. F - D 680 -720 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 445 -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: B 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): 0.020 F 999 360 VERT(CL): 0.029 F 999 240 HORZ(LL): 0.012 F - - HORZ(TL): 0.018 F - - Creep Factor: 2.0 Max TC CSI: 0.658 Max BC CSI: 0.924 Max Web CSI: 0.187 Wgt: 58.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss D03 Truss Type COMN Qty 1 Ply 1 2818 10/15/2020 16' SEAT PLATE REQ.SEAT PLATE REQ. 8'8' 1'5"9 1'5"9 4"34'4"34'11"15A B C D EF 6 12 2X4(A1) 4X4(R1) 1.5X4 2X4(A1) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.15 15.85 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 698 /- /- /582 /268 /148 D 698 /- /- /397 /247 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 7.6 Min Req = 1.5 Bearings B & D are a rigid surface. Bearings B & D require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 939 -854 Chords Tens. Comp. C - D 912 -854 D - E 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 680 -720 Chords Tens. Comp. F - D 680 -720 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 445 -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: B 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): 0.020 F 999 360 VERT(CL): 0.029 F 999 240 HORZ(LL): 0.012 F - - HORZ(TL): 0.018 F - - Creep Factor: 2.0 Max TC CSI: 0.658 Max BC CSI: 0.924 Max Web CSI: 0.187 Wgt: 58.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss D03 Truss Type COMN Qty 1 Ply 1 2818 10/15/2020 16' SEAT PLATE REQ.SEAT PLATE REQ. 8'8' 1'5"9 1'5"9 4"34'4"34'11"15A B C D EF 6 12 2X4(A1) 4X4(R1) 1.5X4 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 T2 2x4 SP M-30; Bot chord 2x6 SP 2400f-2.0E Webs 2x4 SP #3 W1 2x6 SP #2; W2 2x4 SP #2; W9 2x4 SP M-30; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (2) 0.131"x3", min. nails on The Bottom Chord Only. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 30 plf at 0.00 to 30 plf at 17.56 BC: From 7 plf at 0.00 to 7 plf at 17.56 BC: 748 lb Conc. Load at 2.15, 4.15, 6.15, 8.15 10.15,12.15,14.15 BC: 629 lb Conc. Load at 15.00 BC: 946 lb Conc. Load at 16.04 Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 17.56 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. Deflection Max JT VERT DEFL: LL: 0.40" DL: 0.34". Provide for adequate drainage of roof. 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 R 3308 /- /- /- /152 /- S 4156 /- /- /- /192 /- Wind reactions based on MWFRS R Brg Width = 6.9 Min Req = 1.5 S Brg Width = 5.5 Min Req = 1.7 Bearings R & S are a rigid surface. Bearing R requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 129 -3137 B - C 207 -5027 C - D 315 -7622 D - E 320 -7644 Chords Tens. Comp. E - F 318 -7668 F - G 340 -8071 G - H 307 -7211 H - I 204 -4600 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 61 -4 Q - P 3562 -151 P - O 5330 -224 O - N 7644 -320 Chords Tens. Comp. N - M 8058 -343 M - L 7364 -318 L - K 4865 -223 K - J 81 -5 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 70 -1463 A - Q 3381 -138 Q - B 76 -1460 B - P 2053 -78 P - C 58 -1041 C - O 2491 -98 O - D 30 -152 E - N 157 0 Webs Tens. Comp. N - F 28 -470 F - M 60 0 M - G 886 -27 G - L 40 -526 L - H 2490 -89 H - K 65 -911 K - I 4856 -214 I - J 92 -1828 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: B 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: No FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.397 N 530 360 VERT(CL): 0.735 N 286 240 HORZ(LL): 0.056 A - - HORZ(TL): 0.104 A - - Creep Factor: 2.0 Max TC CSI: 0.688 Max BC CSI: 0.877 Max Web CSI: 0.949 Wgt: 204.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FG02 Truss Type FLAT Qty 1 Ply 2 3113 10/15/2020 17'6"12 SEAT PLATE REQ. 17'6"12 1'4"A B C D E F G H I JKLMNOPQR S 3X12 4X8 4X6 H1319(++) 4X10 1.5X3 1.5X3 H1014 5X8(R) 4X10 4X12 3X6 2'1"12 748# 2' 748# 2' 748# 2' 748# 2' 748# 2' 748# 2' 748# 10"4 629# 1'0"8 946# 1'6"4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 T2 2x4 SP M-30; Bot chord 2x6 SP 2400f-2.0E Webs 2x4 SP #3 W1 2x6 SP #2; W2 2x4 SP #2; W9 2x4 SP M-30; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (2) 0.131"x3", min. nails on The Bottom Chord Only. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 30 plf at 0.00 to 30 plf at 17.56 BC: From 7 plf at 0.00 to 7 plf at 17.56 BC: 748 lb Conc. Load at 2.15, 4.15, 6.15, 8.15 10.15,12.15,14.15 BC: 629 lb Conc. Load at 15.00 BC: 946 lb Conc. Load at 16.04 Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 17.56 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. Deflection Max JT VERT DEFL: LL: 0.40" DL: 0.34". Provide for adequate drainage of roof. 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 R 3308 /- /- /- /152 /- S 4156 /- /- /- /192 /- Wind reactions based on MWFRS R Brg Width = 6.9 Min Req = 1.5 S Brg Width = 5.5 Min Req = 1.7 Bearings R & S are a rigid surface. Bearing R requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 129 -3137 B - C 207 -5027 C - D 315 -7622 D - E 320 -7644 Chords Tens. Comp. E - F 318 -7668 F - G 340 -8071 G - H 307 -7211 H - I 204 -4600 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 61 -4 Q - P 3562 -151 P - O 5330 -224 O - N 7644 -320 Chords Tens. Comp. N - M 8058 -343 M - L 7364 -318 L - K 4865 -223 K - J 81 -5 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 70 -1463 A - Q 3381 -138 Q - B 76 -1460 B - P 2053 -78 P - C 58 -1041 C - O 2491 -98 O - D 30 -152 E - N 157 0 Webs Tens. Comp. N - F 28 -470 F - M 60 0 M - G 886 -27 G - L 40 -526 L - H 2490 -89 H - K 65 -911 K - I 4856 -214 I - J 92 -1828 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: B 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: No FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.397 N 530 360 VERT(CL): 0.735 N 286 240 HORZ(LL): 0.056 A - - HORZ(TL): 0.104 A - - Creep Factor: 2.0 Max TC CSI: 0.688 Max BC CSI: 0.877 Max Web CSI: 0.949 Wgt: 204.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FG02 Truss Type FLAT Qty 1 Ply 2 3113 10/15/2020 17'6"12 SEAT PLATE REQ. 17'6"12 1'4"A B C D E F G H I JKLMNOPQR S 3X12 4X8 4X6 H1319(++) 4X10 1.5X3 1.5X3 H1014 5X8(R) 4X10 4X12 3X6 2'1"12 748# 2' 748# 2' 748# 2' 748# 2' 748# 2' 748# 2' 748# 10"4 629# 1'0"8 946# 1'6"4 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 2x6 SP #2 Webs 2x6 SP #2 W2 2x4 SP #3; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 60 plf at 0.00 to 60 plf at 3.45 BC: From 14 plf at 0.00 to 14 plf at 3.45 BC: 822 lb Conc. Load at 2.10 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 41 0.00 3.45 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. 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 D 448 /- /- /- /58 /- C 629 /- /- /- /57 /- Wind reactions based on MWFRS D Brg Width = 3.5 Min Req = 1.5 C Brg Width = - Min Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 16 -87 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 79 -16 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 71 -106 A - C 8 0 Webs Tens. Comp. B - C 71 -103 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 A 999 360 VERT(CL): 0.000 A 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.168 Max BC CSI: 0.774 Max Web CSI: 0.059 Wgt: 22.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FG03 Truss Type FLAT Qty 1 Ply 1 3087 10/15/2020 3'5"61'4"A B CD 3X3 1.5X4 1.5X3 3X4(R) 2'1"4 822# 1'4"2 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters 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 2x6 SP #2 Webs 2x6 SP #2 W2 2x4 SP #3; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 60 plf at 0.00 to 60 plf at 3.45 BC: From 14 plf at 0.00 to 14 plf at 3.45 BC: 822 lb Conc. Load at 2.10 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 41 0.00 3.45 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. 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 D 448 /- /- /- /58 /- C 629 /- /- /- /57 /- Wind reactions based on MWFRS D Brg Width = 3.5 Min Req = 1.5 C Brg Width = - Min Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 16 -87 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 79 -16 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 71 -106 A - C 8 0 Webs Tens. Comp. B - C 71 -103 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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: Varies by Ld Case FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 A 999 360 VERT(CL): 0.000 A 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.168 Max BC CSI: 0.774 Max Web CSI: 0.059 Wgt: 22.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FG03 Truss Type FLAT Qty 1 Ply 1 3087 10/15/2020 3'5"61'4"A B CD 3X3 1.5X4 1.5X3 3X4(R) 2'1"4 822# 1'4"2 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 2x6 SP #2; Webs 2x4 SP #3 W1,W8 2x6 SP #2; W7 2x4 SP #2; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @11.00" 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.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 15.94 BC: From 10 plf at 0.00 to 10 plf at 15.94 BC: 1784 lb Conc. Load at 13.69 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 0.12 16.06 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL N 1128 /- /- /- /- /- H 2409 /- /- /- /- /- N Brg Width = 6.9 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings N & H are a rigid surface. Bearing N requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1447 B - C 0 -2567 C - D 0 -2600 Chords Tens. Comp. D - E 0 -2600 E - F 0 -2592 F - G 0 -2877 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 53 0 M - L 1584 0 L - K 2600 0 Chords Tens. Comp. K - J 2898 0 J - I 2898 0 I - H 128 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 0 -534 A - M 1462 0 M - B 0 -496 B - L 1042 0 L - C 0 -234 Webs Tens. Comp. E - K 0 -61 K - F 0 -323 F - I 0 -61 I - G 2858 0 G - H 0 -891 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: No FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.239 E 801 360 VERT(CL): 0.328 E 583 240 HORZ(LL): 0.027 A - - HORZ(TL): 0.037 A - - Creep Factor: 2.0 Max TC CSI: 0.551 Max BC CSI: 0.943 Max Web CSI: 0.807 Wgt: 154.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FG05 Truss Type FLAT Qty 1 Ply 2 3078 10/15/2020 16'0"12 SEAT PLATE REQ. 16'0"12 15'11"41'3"12A B C D E F G HIJKLMN 3X10 1.5X4 4X6(R) 4X4 4X4 1.5X3 3X4 1.5X3 3X4 4X6 3X4 6X6 6X6 3X4 13'9"12 1784# 2'3" **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters 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 2x6 SP #2; Webs 2x4 SP #3 W1,W8 2x6 SP #2; W7 2x4 SP #2; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @11.00" 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.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 15.94 BC: From 10 plf at 0.00 to 10 plf at 15.94 BC: 1784 lb Conc. Load at 13.69 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 0.12 16.06 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL N 1128 /- /- /- /- /- H 2409 /- /- /- /- /- N Brg Width = 6.9 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings N & H are a rigid surface. Bearing N requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1447 B - C 0 -2567 C - D 0 -2600 Chords Tens. Comp. D - E 0 -2600 E - F 0 -2592 F - G 0 -2877 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 53 0 M - L 1584 0 L - K 2600 0 Chords Tens. Comp. K - J 2898 0 J - I 2898 0 I - H 128 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 0 -534 A - M 1462 0 M - B 0 -496 B - L 1042 0 L - C 0 -234 Webs Tens. Comp. E - K 0 -61 K - F 0 -323 F - I 0 -61 I - G 2858 0 G - H 0 -891 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: No FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.239 E 801 360 VERT(CL): 0.328 E 583 240 HORZ(LL): 0.027 A - - HORZ(TL): 0.037 A - - Creep Factor: 2.0 Max TC CSI: 0.551 Max BC CSI: 0.943 Max Web CSI: 0.807 Wgt: 154.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FG05 Truss Type FLAT Qty 1 Ply 2 3078 10/15/2020 16'0"12 SEAT PLATE REQ. 16'0"12 15'11"41'3"12A B C D E F G HIJKLMN 3X10 1.5X4 4X6(R) 4X4 4X4 1.5X3 3X4 1.5X3 3X4 4X6 3X4 6X6 6X6 3X4 13'9"12 1784# 2'3" 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 18.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.41" DL: 0.21". 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 1043 /- /- /- /- /- K 1043 /- /- /- /- /- P Brg Width = 6.9 Min Req = 1.5 K Brg Width = 6.9 Min Req = 1.5 Bearings P & K are a rigid surface. Bearings P & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -3191 C - D 0 -3191 D - E 0 -3918 Chords Tens. Comp. E - F 0 -3922 F - G 0 -3175 G - H 0 -3175 H - I 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 1872 0 O - N 3846 0 N - M 3922 0 Chords Tens. Comp. M - L 3919 0 L - K 1869 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - R 0 -4 A - P 0 -110 P - B 0 -2079 B - O 1458 0 C - O 0 -253 O - D 0 -725 D - N 483 -229 N - E 77 -247 Webs Tens. Comp. M - F 137 -58 F - L 0 -1030 G - L 26 -285 L - H 1444 0 H - K 0 -2077 I - K 0 -111 J - S 0 -4 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): 0.416 E 540 360 VERT(CL): 0.531 E 423 240 HORZ(LL): 0.052 B - - HORZ(TL): 0.072 B - - Creep Factor: 2.0 Max TC CSI: 0.510 Max BC CSI: 0.823 Max Web CSI: 0.694 Wgt: 103.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL01 Truss Type SY42 Qty 9 Ply 1 3136 10/15/2020 9'1"8 11'2"8 19'2"8 3"10 3"10 1'4"3"10 3"10 1'11"8 2'6" (TYP) 19'2"8 SEAT PLATE REQ.SEAT PLATE REQ. + A B C D E F G H I J KLMNOP Q R S 1.5X3(R) 1.5X3(R) 1.5X3 3X6 3X10 1.5X3 3X10 3X4 3X3 1.5X3 1.5X3 3X4 1.5X3 3X10 3X10 1.5X3 3X6 1.5X3(R) 1.5X3(R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP M-30 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 18.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.41" DL: 0.21". 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 1043 /- /- /- /- /- K 1043 /- /- /- /- /- P Brg Width = 6.9 Min Req = 1.5 K Brg Width = 6.9 Min Req = 1.5 Bearings P & K are a rigid surface. Bearings P & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -3191 C - D 0 -3191 D - E 0 -3918 Chords Tens. Comp. E - F 0 -3922 F - G 0 -3175 G - H 0 -3175 H - I 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 1872 0 O - N 3846 0 N - M 3922 0 Chords Tens. Comp. M - L 3919 0 L - K 1869 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - R 0 -4 A - P 0 -110 P - B 0 -2079 B - O 1458 0 C - O 0 -253 O - D 0 -725 D - N 483 -229 N - E 77 -247 Webs Tens. Comp. M - F 137 -58 F - L 0 -1030 G - L 26 -285 L - H 1444 0 H - K 0 -2077 I - K 0 -111 J - S 0 -4 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): 0.416 E 540 360 VERT(CL): 0.531 E 423 240 HORZ(LL): 0.052 B - - HORZ(TL): 0.072 B - - Creep Factor: 2.0 Max TC CSI: 0.510 Max BC CSI: 0.823 Max Web CSI: 0.694 Wgt: 103.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL01 Truss Type SY42 Qty 9 Ply 1 3136 10/15/2020 9'1"8 11'2"8 19'2"8 3"10 3"10 1'4"3"10 3"10 1'11"8 2'6" (TYP) 19'2"8 SEAT PLATE REQ.SEAT PLATE REQ. + A B C D E F G H I J KLMNOP Q R S 1.5X3(R) 1.5X3(R) 1.5X3 3X6 3X10 1.5X3 3X10 3X4 3X3 1.5X3 1.5X3 3X4 1.5X3 3X10 3X10 1.5X3 3X6 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 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 18.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes .END + continuous strongback. 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 AE*108 /- /- /- /- /- Q 74 /- /- /- /- /- AE Brg Width = 223 Min Req = - Q Brg Width = 6.9 Min Req = 1.5 Bearings AE & Q are a rigid surface. Bearings AE & Q require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 8 0 C - D 2 0 D - E 2 0 E - F 2 0 F - G 2 0 G - H 2 0 Chords Tens. Comp. H - I 2 0 I - J 2 0 J - K 2 0 K - L 2 0 L - M 2 0 M - N 8 0 N - O 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AE-AD 0 -1 AD-AC 4 0 AC-AB 0 -2 AB-AA 0 -2 AA- Z 0 -2 Z - Y 0 -2 Y - X 0 -2 Chords Tens. Comp. X - W 0 -2 W - V 0 -2 V - U 0 -2 U - T 0 -2 T - S 0 -2 S - R 4 0 R - Q 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AF-AG 0 -3 A -AE 0 -64 AD- C 0 -17 Webs Tens. Comp. M - R 0 -17 O - Q 0 -64 P -AH 0 -3 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AD 0 -148 C -AC 0 -117 D -AB 0 -139 E -AA 0 -132 F - Z 0 -134 G - Y 0 -133 H - X 0 -133 Gables Tens. Comp. I - W 0 -133 J - V 0 -134 K - U 0 -132 L - T 0 -139 S - M 0 -117 R - N 0 -148 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 O 999 360 VERT(CL): 0.001 O 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.117 Max BC CSI: 0.011 Max Web CSI: 0.034 Wgt: 106.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL01GE Truss Type SY42 Qty 1 Ply 1 3116 10/15/2020 1'6"8 2'10"8 17'6"8 19'2"8 3"10 3"10 1'4"3"10 3"10 1'4" (TYP) 19'2"8 SEAT PLATE REQ.SEAT PLATE REQ. A B C D E F G H I J K L M N O P Q RSTUVWXYZAAABACADAE AF AG AH 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 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 18.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes .END + continuous strongback. 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 AE*108 /- /- /- /- /- Q 74 /- /- /- /- /- AE Brg Width = 223 Min Req = - Q Brg Width = 6.9 Min Req = 1.5 Bearings AE & Q are a rigid surface. Bearings AE & Q require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 8 0 C - D 2 0 D - E 2 0 E - F 2 0 F - G 2 0 G - H 2 0 Chords Tens. Comp. H - I 2 0 I - J 2 0 J - K 2 0 K - L 2 0 L - M 2 0 M - N 8 0 N - O 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AE-AD 0 -1 AD-AC 4 0 AC-AB 0 -2 AB-AA 0 -2 AA- Z 0 -2 Z - Y 0 -2 Y - X 0 -2 Chords Tens. Comp. X - W 0 -2 W - V 0 -2 V - U 0 -2 U - T 0 -2 T - S 0 -2 S - R 4 0 R - Q 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AF-AG 0 -3 A -AE 0 -64 AD- C 0 -17 Webs Tens. Comp. M - R 0 -17 O - Q 0 -64 P -AH 0 -3 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AD 0 -148 C -AC 0 -117 D -AB 0 -139 E -AA 0 -132 F - Z 0 -134 G - Y 0 -133 H - X 0 -133 Gables Tens. Comp. I - W 0 -133 J - V 0 -134 K - U 0 -132 L - T 0 -139 S - M 0 -117 R - N 0 -148 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 O 999 360 VERT(CL): 0.001 O 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.117 Max BC CSI: 0.011 Max Web CSI: 0.034 Wgt: 106.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL01GE Truss Type SY42 Qty 1 Ply 1 3116 10/15/2020 1'6"8 2'10"8 17'6"8 19'2"8 3"10 3"10 1'4"3"10 3"10 1'4" (TYP) 19'2"8 SEAT PLATE REQ.SEAT PLATE REQ. A B C D E F G H I J K L M N O P Q RSTUVWXYZAAABACADAE AF AG AH 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 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 13.35 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 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 L 734 /- /- /- /- /- H 748 /- /- /- /- /- L Brg Width = 6.9 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 -1897 C - D 0 -1897 Chords Tens. Comp. D - E 0 -1814 E - F 0 -1795 F - G 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1238 0 K - J 1820 0 Chords Tens. Comp. J - I 1814 0 I - H 1244 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - N 0 -4 A - L 0 -109 L - B 0 -1376 B - K 729 0 C - K 0 -291 K - D 258 -251 Webs Tens. Comp. D - J 0 -166 E - I 0 -393 I - F 809 0 F - H 0 -1385 H - G 0 -15 G - H 0 -129 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): 0.228 J 690 360 VERT(CL): 0.335 J 469 240 HORZ(LL): 0.035 B - - HORZ(TL): 0.054 B - - Creep Factor: 2.0 Max TC CSI: 0.765 Max BC CSI: 0.726 Max Web CSI: 0.385 Wgt: 75.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL02 Truss Type SY42 Qty 11 Ply 1 3047 10/15/2020 6'9"9'4"4 13'7"4 3"10 3"10 1'4"2'5"12 2'6" (TYP) 13'7"4 SEAT PLATE REQ. + A B C D E F G HIJKL M N 1.5X3(R) 1.5X3(R) 1.5X3 3X4 3X6 1.5X3 3X6 3X3 1.5X3 1.5X3 3X4 3X6 2X4 3X6 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP 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 13.35 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 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 L 734 /- /- /- /- /- H 748 /- /- /- /- /- L Brg Width = 6.9 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 -1897 C - D 0 -1897 Chords Tens. Comp. D - E 0 -1814 E - F 0 -1795 F - G 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1238 0 K - J 1820 0 Chords Tens. Comp. J - I 1814 0 I - H 1244 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - N 0 -4 A - L 0 -109 L - B 0 -1376 B - K 729 0 C - K 0 -291 K - D 258 -251 Webs Tens. Comp. D - J 0 -166 E - I 0 -393 I - F 809 0 F - H 0 -1385 H - G 0 -15 G - H 0 -129 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): 0.228 J 690 360 VERT(CL): 0.335 J 469 240 HORZ(LL): 0.035 B - - HORZ(TL): 0.054 B - - Creep Factor: 2.0 Max TC CSI: 0.765 Max BC CSI: 0.726 Max Web CSI: 0.385 Wgt: 75.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL02 Truss Type SY42 Qty 11 Ply 1 3047 10/15/2020 6'9"9'4"4 13'7"4 3"10 3"10 1'4"2'5"12 2'6" (TYP) 13'7"4 SEAT PLATE REQ. + A B C D E F G HIJKL M N 1.5X3(R) 1.5X3(R) 1.5X3 3X4 3X6 1.5X3 3X6 3X3 1.5X3 1.5X3 3X4 3X6 2X4 3X6 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 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 13.35 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes .END + continuous strongback. Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL V 67 /- /- /- /- /- L* 109 /- /- /- /- /- V Brg Width = 6.9 Min Req = 1.5 L Brg Width = 156 Min Req = - Bearings V & V are a rigid surface. Bearings V & V require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 8 0 C - D 3 0 D - E 3 0 E - F 3 0 Chords Tens. Comp. F - G 3 0 G - H 3 0 H - I 3 0 I - J 3 0 J - K 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 0 -1 U - T 3 0 T - S 0 -3 S - R 0 -3 R - Q 0 -3 Chords Tens. Comp. Q - P 0 -3 P - O 0 -3 O - N 0 -3 N - M 0 -3 M - L 0 -3 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. W - X 0 -3 A - V 0 -58 U - C 0 -16 Webs Tens. Comp. L - K 0 -15 K - L 0 -60 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - U 0 -138 C - T 0 -121 D - S 0 -138 E - R 0 -132 F - Q 0 -134 Gables Tens. Comp. G - P 0 -133 H - O 0 -134 I - N 0 -132 J - M 0 -143 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): 0.001 K 999 240 HORZ(LL): -0.000 L - - HORZ(TL): 0.000 L - - Creep Factor: 2.0 Max TC CSI: 0.107 Max BC CSI: 0.010 Max Web CSI: 0.033 Wgt: 77.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL02GE Truss Type SY42 Qty 1 Ply 1 3119 10/15/2020 1'4"14 2'8"14 12'0"14 13'7"4 3"10 3"10 1'4"1'4" (TYP) 13'7"4 SEAT PLATE REQ.SEAT PLATE REQ. A B C D E F G H I J K L MNOPQRSTU V W X 1.5X3(R) 1.5X3(R) 3X3 3X3 2X4 2X4(R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 13.35 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes .END + continuous strongback. Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL V 67 /- /- /- /- /- L* 109 /- /- /- /- /- V Brg Width = 6.9 Min Req = 1.5 L Brg Width = 156 Min Req = - Bearings V & V are a rigid surface. Bearings V & V require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 8 0 C - D 3 0 D - E 3 0 E - F 3 0 Chords Tens. Comp. F - G 3 0 G - H 3 0 H - I 3 0 I - J 3 0 J - K 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 0 -1 U - T 3 0 T - S 0 -3 S - R 0 -3 R - Q 0 -3 Chords Tens. Comp. Q - P 0 -3 P - O 0 -3 O - N 0 -3 N - M 0 -3 M - L 0 -3 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. W - X 0 -3 A - V 0 -58 U - C 0 -16 Webs Tens. Comp. L - K 0 -15 K - L 0 -60 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - U 0 -138 C - T 0 -121 D - S 0 -138 E - R 0 -132 F - Q 0 -134 Gables Tens. Comp. G - P 0 -133 H - O 0 -134 I - N 0 -132 J - M 0 -143 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): 0.001 K 999 240 HORZ(LL): -0.000 L - - HORZ(TL): 0.000 L - - Creep Factor: 2.0 Max TC CSI: 0.107 Max BC CSI: 0.010 Max Web CSI: 0.033 Wgt: 77.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL02GE Truss Type SY42 Qty 1 Ply 1 3119 10/15/2020 1'4"14 2'8"14 12'0"14 13'7"4 3"10 3"10 1'4"1'4" (TYP) 13'7"4 SEAT PLATE REQ.SEAT PLATE REQ. A B C D E F G H I J K L MNOPQRSTU V W X 1.5X3(R) 1.5X3(R) 3X3 3X3 2X4 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 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 13.65 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 L 750 /- /- /- /- /- H 764 /- /- /- /- /- L Brg Width = 6.9 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings L & H are 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 -1962 C - D 0 -1962 Chords Tens. Comp. D - E 0 -1917 E - F 0 -1899 F - G 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1271 0 K - J 1923 0 Chords Tens. Comp. J - I 1917 0 I - H 1271 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - N 0 -4 A - L 0 -109 L - B 0 -1413 B - K 764 0 C - K 7 -286 K - D 231 -295 Webs Tens. Comp. D - J 7 -162 E - I 0 -357 I - F 841 0 F - H 0 -1414 H - G 0 -15 G - H 0 -128 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): 0.225 J 715 360 VERT(CL): 0.335 J 479 240 HORZ(LL): 0.034 B - - HORZ(TL): 0.054 B - - Creep Factor: 2.0 Max TC CSI: 0.708 Max BC CSI: 0.726 Max Web CSI: 0.401 Wgt: 75.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL03 Truss Type SY42 Qty 2 Ply 1 3050 10/15/2020 6'9"9'4"4 13'10"12 3"10 3"10 1'4"2'5"12 2'6" (TYP) 13'10"12 SEAT PLATE REQ. + A B C D E F G HIJKL M N 1.5X3(R) 1.5X3(R) 1.5X3 3X6 3X6 1.5X3 3X6 3X3 1.5X3 1.5X3 3X4 3X6 2X4 3X6 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP 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 13.65 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 L 750 /- /- /- /- /- H 764 /- /- /- /- /- L Brg Width = 6.9 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings L & H are 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 -1962 C - D 0 -1962 Chords Tens. Comp. D - E 0 -1917 E - F 0 -1899 F - G 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1271 0 K - J 1923 0 Chords Tens. Comp. J - I 1917 0 I - H 1271 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - N 0 -4 A - L 0 -109 L - B 0 -1413 B - K 764 0 C - K 7 -286 K - D 231 -295 Webs Tens. Comp. D - J 7 -162 E - I 0 -357 I - F 841 0 F - H 0 -1414 H - G 0 -15 G - H 0 -128 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): 0.225 J 715 360 VERT(CL): 0.335 J 479 240 HORZ(LL): 0.034 B - - HORZ(TL): 0.054 B - - Creep Factor: 2.0 Max TC CSI: 0.708 Max BC CSI: 0.726 Max Web CSI: 0.401 Wgt: 75.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL03 Truss Type SY42 Qty 2 Ply 1 3050 10/15/2020 6'9"9'4"4 13'10"12 3"10 3"10 1'4"2'5"12 2'6" (TYP) 13'10"12 SEAT PLATE REQ. + A B C D E F G HIJKL M N 1.5X3(R) 1.5X3(R) 1.5X3 3X6 3X6 1.5X3 3X6 3X3 1.5X3 1.5X3 3X4 3X6 2X4 3X6 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 15.81 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 N 870 /- /- /- /- /- I 884 /- /- /- /- /- N Brg Width = 6.9 Min Req = 1.5 I Brg Width = 3.5 Min Req = 1.5 Bearings N & I are a rigid surface. Bearing N requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2441 C - D 0 -2441 D - E 0 -2700 Chords Tens. Comp. E - F 0 -2437 F - G 0 -2437 G - H 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 1517 0 M - L 2700 0 L - K 2700 0 Chords Tens. Comp. K - J 2699 0 J - I 1515 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - P 0 -4 A - N 0 -108 N - B 0 -1685 B - M 1022 0 C - M 62 -230 M - D 0 -604 D - L 111 -108 Webs Tens. Comp. K - E 129 -105 E - J 0 -627 F - J 84 -218 J - G 1019 0 G - I 0 -1686 I - H 0 -15 H - I 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): 0.212 L 879 360 VERT(CL): 0.300 L 621 240 HORZ(LL): 0.029 I - - HORZ(TL): 0.045 B - - Creep Factor: 2.0 Max TC CSI: 0.487 Max BC CSI: 0.635 Max Web CSI: 0.487 Wgt: 88.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL05 Truss Type SY42 Qty 2 Ply 1 3053 10/15/2020 6'9"9'4"4 16'0"12 3"10 3"10 1'4"2'5"12 2'6" (TYP) 16'0"12 SEAT PLATE REQ. + A B C D E F G H IJKLMN O P 1.5X3(R) 1.5X3(R) 1.5X3 3X6 4X6 1.5X3 3X8 3X3 1.5X3 1.5X3 3X3 1.5X3 3X8 4X6 2X4 4X6 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters 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 15.81 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 N 870 /- /- /- /- /- I 884 /- /- /- /- /- N Brg Width = 6.9 Min Req = 1.5 I Brg Width = 3.5 Min Req = 1.5 Bearings N & I are a rigid surface. Bearing N requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2441 C - D 0 -2441 D - E 0 -2700 Chords Tens. Comp. E - F 0 -2437 F - G 0 -2437 G - H 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 1517 0 M - L 2700 0 L - K 2700 0 Chords Tens. Comp. K - J 2699 0 J - I 1515 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - P 0 -4 A - N 0 -108 N - B 0 -1685 B - M 1022 0 C - M 62 -230 M - D 0 -604 D - L 111 -108 Webs Tens. Comp. K - E 129 -105 E - J 0 -627 F - J 84 -218 J - G 1019 0 G - I 0 -1686 I - H 0 -15 H - I 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): 0.212 L 879 360 VERT(CL): 0.300 L 621 240 HORZ(LL): 0.029 I - - HORZ(TL): 0.045 B - - Creep Factor: 2.0 Max TC CSI: 0.487 Max BC CSI: 0.635 Max Web CSI: 0.487 Wgt: 88.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL05 Truss Type SY42 Qty 2 Ply 1 3053 10/15/2020 6'9"9'4"4 16'0"12 3"10 3"10 1'4"2'5"12 2'6" (TYP) 16'0"12 SEAT PLATE REQ. + A B C D E F G H IJKLMN O P 1.5X3(R) 1.5X3(R) 1.5X3 3X6 4X6 1.5X3 3X8 3X3 1.5X3 1.5X3 3X3 1.5X3 3X8 4X6 2X4 4X6 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 15.88 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 O* 108 /- /- /- /- /- O Brg Width = 192 Min Req = - Bearing AA is a rigid surface. Bearing AA requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 7 0 C - D 0 0 D - E 0 0 E - F 0 0 F - G 0 0 Chords Tens. Comp. G - H 0 0 H - I 0 0 I - J 0 0 J - K 0 0 K - L 0 0 L - M 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AA- Z 0 -1 Z - Y 6 0 Y - X 0 0 X - W 0 0 W - V 0 0 V - U 0 0 Chords Tens. Comp. U - T 0 0 T - S 0 0 S - R 0 0 R - Q 0 0 Q - P 0 0 P - O 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AB-AC 0 -3 A -AA 0 -53 Z - C 0 -19 Webs Tens. Comp. M - N 0 -46 O - N 0 -3 N - O 0 -51 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - Z 0 -131 C - Y 0 -120 D - X 0 -138 E - W 0 -132 F - V 0 -134 G - U 0 -133 Gables Tens. Comp. H - T 0 -133 I - S 0 -133 J - R 0 -134 K - Q 0 -132 L - P 0 -140 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 M 999 360 VERT(CL): 0.000 M 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.101 Max BC CSI: 0.009 Max Web CSI: 0.032 Wgt: 86.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL05GE Truss Type SY42 Qty 1 Ply 1 3122 10/15/2020 1'3"10 2'7"10 14'7"10 16'0"12 3"10 3"10 1'4"3"10 1'4" (TYP) 16'0"12 SEAT PLATE REQ. A B C D E F G H I J K L M N O PQRSTUVWXYZAA AB AC 1.5X3(R) 1.5X3(R) 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 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 15.88 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 O* 108 /- /- /- /- /- O Brg Width = 192 Min Req = - Bearing AA is a rigid surface. Bearing AA requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 7 0 C - D 0 0 D - E 0 0 E - F 0 0 F - G 0 0 Chords Tens. Comp. G - H 0 0 H - I 0 0 I - J 0 0 J - K 0 0 K - L 0 0 L - M 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AA- Z 0 -1 Z - Y 6 0 Y - X 0 0 X - W 0 0 W - V 0 0 V - U 0 0 Chords Tens. Comp. U - T 0 0 T - S 0 0 S - R 0 0 R - Q 0 0 Q - P 0 0 P - O 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AB-AC 0 -3 A -AA 0 -53 Z - C 0 -19 Webs Tens. Comp. M - N 0 -46 O - N 0 -3 N - O 0 -51 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - Z 0 -131 C - Y 0 -120 D - X 0 -138 E - W 0 -132 F - V 0 -134 G - U 0 -133 Gables Tens. Comp. H - T 0 -133 I - S 0 -133 J - R 0 -134 K - Q 0 -132 L - P 0 -140 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 M 999 360 VERT(CL): 0.000 M 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.101 Max BC CSI: 0.009 Max Web CSI: 0.032 Wgt: 86.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL05GE Truss Type SY42 Qty 1 Ply 1 3122 10/15/2020 1'3"10 2'7"10 14'7"10 16'0"12 3"10 3"10 1'4"3"10 1'4" (TYP) 16'0"12 SEAT PLATE REQ. A B C D E F G H I J K L M N O PQRSTUVWXYZAA AB AC 1.5X3(R) 1.5X3(R) 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 #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 37 0.25 3.32 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 197 /- /- /- /- /- D 179 /- /- /- /- /- F Brg Width = - Min Req = - D Brg Width = 3.5 Min Req = 1.5 Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 6 0 Chords Tens. Comp. B - C 0 -17 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 255 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 0 -93 F - B 0 -278 B - E 0 -248 Webs Tens. Comp. C - E 0 -79 E - C 0 -13 E - D 0 -179 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): 0.009 B 999 360 VERT(CL): 0.012 B 999 240 HORZ(LL): 0.001 E - - HORZ(TL): 0.001 E - - Creep Factor: 2.0 Max TC CSI: 0.132 Max BC CSI: 0.146 Max Web CSI: 0.065 Wgt: 25.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL06 Truss Type SY42 Qty 1 Ply 1 3081 10/15/2020 3'5"6 8"1'5"11 (TYP) 3'5"6 A B C D EF 2X4 3X6 3X4 2X4 3X6 1.5X3 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters 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 37 0.25 3.32 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 197 /- /- /- /- /- D 179 /- /- /- /- /- F Brg Width = - Min Req = - D Brg Width = 3.5 Min Req = 1.5 Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 6 0 Chords Tens. Comp. B - C 0 -17 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 255 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 0 -93 F - B 0 -278 B - E 0 -248 Webs Tens. Comp. C - E 0 -79 E - C 0 -13 E - D 0 -179 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): 0.009 B 999 360 VERT(CL): 0.012 B 999 240 HORZ(LL): 0.001 E - - HORZ(TL): 0.001 E - - Creep Factor: 2.0 Max TC CSI: 0.132 Max BC CSI: 0.146 Max Web CSI: 0.065 Wgt: 25.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL06 Truss Type SY42 Qty 1 Ply 1 3081 10/15/2020 3'5"6 8"1'5"11 (TYP) 3'5"6 A B C D EF 2X4 3X6 3X4 2X4 3X6 1.5X3 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 2400f-2.0E Bot chord 4x2 SP #2 Webs 4x2 SP #3 Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.00 to 50 plf at 6.59 BC: From 5 plf at 0.00 to 5 plf at 6.59 TC: 748 lb Conc. Load at 0.97, 2.97, 4.97 TC: 705 lb Conc. Load at 5.45 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 73 0.25 6.34 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 1528 /- /- /- /- /- E 1784 /- /- /- /- /- H Brg Width = 12.0 Min Req = 1.5 E Brg Width = - Min Req = - Bearing H is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -162 B - C 0 -2117 Chords Tens. Comp. C - D 0 -2062 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 2115 0 G - F 2117 0 Chords Tens. Comp. F - E 198 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - H 747 -1368 H - B 0 -2142 B - G 34 0 C - F 0 -1002 Webs Tens. Comp. F - D 2097 0 E - D 915 0 D - E 0 -2650 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: No FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.099 C 741 360 VERT(CL): 0.136 C 539 240 HORZ(LL): 0.010 E - - HORZ(TL): 0.014 E - - Creep Factor: 2.0 Max TC CSI: 0.908 Max BC CSI: 0.929 Max Web CSI: 0.999 Wgt: 46.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL07 Truss Type SY42 Qty 1 Ply 1 3069 10/15/2020 2'9"4'0"8 6'7"2 1'3"121'2" 6'7"2 A B C D EFGH 3X6 4X8 5X6 1.5X3 3X6 4X6 6X8 3X4(R) 11"10 748# 2' 748# 2' 748# 5"12705# 1'1"12 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters 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 2400f-2.0E Bot chord 4x2 SP #2 Webs 4x2 SP #3 Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.00 to 50 plf at 6.59 BC: From 5 plf at 0.00 to 5 plf at 6.59 TC: 748 lb Conc. Load at 0.97, 2.97, 4.97 TC: 705 lb Conc. Load at 5.45 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 73 0.25 6.34 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 1528 /- /- /- /- /- E 1784 /- /- /- /- /- H Brg Width = 12.0 Min Req = 1.5 E Brg Width = - Min Req = - Bearing H is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -162 B - C 0 -2117 Chords Tens. Comp. C - D 0 -2062 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 2115 0 G - F 2117 0 Chords Tens. Comp. F - E 198 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - H 747 -1368 H - B 0 -2142 B - G 34 0 C - F 0 -1002 Webs Tens. Comp. F - D 2097 0 E - D 915 0 D - E 0 -2650 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: No FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.099 C 741 360 VERT(CL): 0.136 C 539 240 HORZ(LL): 0.010 E - - HORZ(TL): 0.014 E - - Creep Factor: 2.0 Max TC CSI: 0.908 Max BC CSI: 0.929 Max Web CSI: 0.999 Wgt: 46.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL07 Truss Type SY42 Qty 1 Ply 1 3069 10/15/2020 2'9"4'0"8 6'7"2 1'3"121'2" 6'7"2 A B C D EFGH 3X6 4X8 5X6 1.5X3 3X6 4X6 6X8 3X4(R) 11"10 748# 2' 748# 2' 748# 5"12705# 1'1"12 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 Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 402 plf at 0.00 to 402 plf at 3.42 BC: From 10 plf at 0.00 to 10 plf at 3.42 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 0.25 3.17 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 705 /- /- /- /- /- D 704 /- /- /- /- /- E Brg Width = - Min Req = - D Brg Width = 3.5 Min Req = 1.5 Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 11 0 Chords Tens. Comp. B - C 11 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 443 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - E 0 -334 E - B 0 -578 B - D 0 -576 Webs Tens. Comp. D - C 0 -54 C - D 0 -287 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: No FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.009 B 999 360 VERT(CL): 0.013 B 999 240 HORZ(LL): 0.001 D - - HORZ(TL): 0.001 D - - Creep Factor: 2.0 Max TC CSI: 0.696 Max BC CSI: 0.103 Max Web CSI: 0.138 Wgt: 28.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL08 Truss Type SY42 Qty 1 Ply 1 3063 10/15/2020 3'5"1'4"1'5"8 (TYP) 3'5" A B C DE 2X4 4X6 3X3 2X4 4X6 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 402 plf at 0.00 to 402 plf at 3.42 BC: From 10 plf at 0.00 to 10 plf at 3.42 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 0.25 3.17 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 705 /- /- /- /- /- D 704 /- /- /- /- /- E Brg Width = - Min Req = - D Brg Width = 3.5 Min Req = 1.5 Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 11 0 Chords Tens. Comp. B - C 11 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 443 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - E 0 -334 E - B 0 -578 B - D 0 -576 Webs Tens. Comp. D - C 0 -54 C - D 0 -287 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: No FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.009 B 999 360 VERT(CL): 0.013 B 999 240 HORZ(LL): 0.001 D - - HORZ(TL): 0.001 D - - Creep Factor: 2.0 Max TC CSI: 0.696 Max BC CSI: 0.103 Max Web CSI: 0.138 Wgt: 28.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL08 Truss Type SY42 Qty 1 Ply 1 3063 10/15/2020 3'5"1'4"1'5"8 (TYP) 3'5" A B C DE 2X4 4X6 3X3 2X4 4X6 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 78 0.25 6.73 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 I 370 /- /- /- /- /- F 370 /- /- /- /- /- I Brg Width = 6.9 Min Req = 1.5 F Brg Width = 8.9 Min Req = 1.5 Bearings I & F are a rigid surface. Bearing I requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -488 Chords Tens. Comp. C - D 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 487 0 H - G 488 0 Chords Tens. Comp. G - F 487 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - K 0 -5 A - I 0 -122 I - B 0 -541 B - H 70 -30 Webs Tens. Comp. G - C 70 -30 C - F 0 -541 D - F 0 -122 E - L 0 -5 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): 0.027 H 999 360 VERT(CL): 0.043 H 999 240 HORZ(LL): 0.007 B - - HORZ(TL): 0.012 B - - Creep Factor: 2.0 Max TC CSI: 0.429 Max BC CSI: 0.281 Max Web CSI: 0.150 Wgt: 42.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL09 Truss Type SY42 Qty 1 Ply 1 3133 10/15/2020 2'9"4'1"4 6'11"12 3"10 3"10 1'4"3"10 3"10 1'2"12 2'6" (TYP) 6'11"12 SEAT PLATE REQ. A B C D E FGH I J K L 1.5X3(R) 1.5X3(R) 1.5X3 3X3 3X3 1.5X3 1.5X3 3X3 1.5X3 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 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 78 0.25 6.73 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 I 370 /- /- /- /- /- F 370 /- /- /- /- /- I Brg Width = 6.9 Min Req = 1.5 F Brg Width = 8.9 Min Req = 1.5 Bearings I & F are a rigid surface. Bearing I requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -488 Chords Tens. Comp. C - D 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 487 0 H - G 488 0 Chords Tens. Comp. G - F 487 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - K 0 -5 A - I 0 -122 I - B 0 -541 B - H 70 -30 Webs Tens. Comp. G - C 70 -30 C - F 0 -541 D - F 0 -122 E - L 0 -5 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): 0.027 H 999 360 VERT(CL): 0.043 H 999 240 HORZ(LL): 0.007 B - - HORZ(TL): 0.012 B - - Creep Factor: 2.0 Max TC CSI: 0.429 Max BC CSI: 0.281 Max Web CSI: 0.150 Wgt: 42.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL09 Truss Type SY42 Qty 1 Ply 1 3133 10/15/2020 2'9"4'1"4 6'11"12 3"10 3"10 1'4"3"10 3"10 1'2"12 2'6" (TYP) 6'11"12 SEAT PLATE REQ. A B C D E FGH I J K L 1.5X3(R) 1.5X3(R) 1.5X3 3X3 3X3 1.5X3 1.5X3 3X3 1.5X3 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 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 117 0.25 10.04 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 J* 109 /- /- /- /- /- J Brg Width = 123 Min Req = - Bearing R is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 3 0 C - D 3 0 D - E 3 0 Chords Tens. Comp. E - F 3 0 F - G 3 0 G - H 3 0 H - I 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 3 0 Q - P 0 -3 P - O 0 -3 O - N 0 -3 Chords Tens. Comp. N - M 0 -3 M - L 0 -3 L - K 0 -3 K - J 0 -3 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - T 0 -2 A - R 0 -36 R - B 0 -7 Webs Tens. Comp. J - I 0 -15 I - J 0 -43 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - Q 0 -119 C - P 0 -140 D - O 0 -132 E - N 0 -134 Gables Tens. Comp. F - M 0 -133 G - L 0 -136 H - K 0 -123 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 I 999 360 VERT(CL): 0.000 I 999 240 HORZ(LL): 0.000 I - - HORZ(TL): 0.000 I - - Creep Factor: 2.0 Max TC CSI: 0.083 Max BC CSI: 0.008 Max Web CSI: 0.031 Wgt: 65.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL10GE Truss Type SY42 Qty 1 Ply 1 3125 10/15/2020 1'1"9'1"10'3"8 3"10 3"10 1'4"1'4" (TYP) 10'3"8 A B C D E F G H I J KLMNOPQ R S T 1.5X3(R) 1.5X3(R) 3X3 3X3 2X4 2X4(R) **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 117 0.25 10.04 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 J* 109 /- /- /- /- /- J Brg Width = 123 Min Req = - Bearing R is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 3 0 C - D 3 0 D - E 3 0 Chords Tens. Comp. E - F 3 0 F - G 3 0 G - H 3 0 H - I 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 3 0 Q - P 0 -3 P - O 0 -3 O - N 0 -3 Chords Tens. Comp. N - M 0 -3 M - L 0 -3 L - K 0 -3 K - J 0 -3 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - T 0 -2 A - R 0 -36 R - B 0 -7 Webs Tens. Comp. J - I 0 -15 I - J 0 -43 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - Q 0 -119 C - P 0 -140 D - O 0 -132 E - N 0 -134 Gables Tens. Comp. F - M 0 -133 G - L 0 -136 H - K 0 -123 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 I 999 360 VERT(CL): 0.000 I 999 240 HORZ(LL): 0.000 I - - HORZ(TL): 0.000 I - - Creep Factor: 2.0 Max TC CSI: 0.083 Max BC CSI: 0.008 Max Web CSI: 0.031 Wgt: 65.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL10GE Truss Type SY42 Qty 1 Ply 1 3125 10/15/2020 1'1"9'1"10'3"8 3"10 3"10 1'4"1'4" (TYP) 10'3"8 A B C D E F G H I J KLMNOPQ R S T 1.5X3(R) 1.5X3(R) 3X3 3X3 2X4 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 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 14.69 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 N 808 /- /- /- /- /- I 822 /- /- /- /- /- N Brg Width = 6.9 Min Req = 1.5 I Brg Width = 3.5 Min Req = 1.5 Bearings N & I are a rigid surface. Bearing N requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2185 C - D 0 -2185 D - E 0 -2333 Chords Tens. Comp. E - F 0 -2188 F - G 0 -2188 G - H 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 1390 0 M - L 2332 0 L - K 2333 0 Chords Tens. Comp. K - J 2334 0 J - I 1388 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - P 0 -4 A - N 0 -108 N - B 0 -1545 B - M 879 0 C - M 77 -217 M - D 80 -491 D - L 126 -111 Webs Tens. Comp. K - E 87 -112 E - J 78 -440 F - J 30 -232 J - G 884 0 G - I 0 -1545 I - H 0 -15 H - I 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): 0.193 K 896 360 VERT(CL): 0.244 E 709 240 HORZ(LL): 0.029 I - - HORZ(TL): 0.039 I - - Creep Factor: 2.0 Max TC CSI: 0.652 Max BC CSI: 0.896 Max Web CSI: 0.428 Wgt: 88.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL11 Truss Type SY42 Qty 5 Ply 1 3090 10/15/2020 6'2"14 8'2"4 14'11"4 3"10 3"10 1'4"1'9"14 2'6" (TYP) 14'11"4 SEAT PLATE REQ. + A B C D E F G H IJKLMN O P 1.5X3(R) 1.5X3(R) 1.5X3 3X6 3X6 1.5X3 3X8 3X3 1.5X3 1.5X3 3X3 1.5X3 3X8 3X6 2X4 3X6 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 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 14.69 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 N 808 /- /- /- /- /- I 822 /- /- /- /- /- N Brg Width = 6.9 Min Req = 1.5 I Brg Width = 3.5 Min Req = 1.5 Bearings N & I are a rigid surface. Bearing N requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2185 C - D 0 -2185 D - E 0 -2333 Chords Tens. Comp. E - F 0 -2188 F - G 0 -2188 G - H 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 1390 0 M - L 2332 0 L - K 2333 0 Chords Tens. Comp. K - J 2334 0 J - I 1388 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - P 0 -4 A - N 0 -108 N - B 0 -1545 B - M 879 0 C - M 77 -217 M - D 80 -491 D - L 126 -111 Webs Tens. Comp. K - E 87 -112 E - J 78 -440 F - J 30 -232 J - G 884 0 G - I 0 -1545 I - H 0 -15 H - I 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): 0.193 K 896 360 VERT(CL): 0.244 E 709 240 HORZ(LL): 0.029 I - - HORZ(TL): 0.039 I - - Creep Factor: 2.0 Max TC CSI: 0.652 Max BC CSI: 0.896 Max Web CSI: 0.428 Wgt: 88.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL11 Truss Type SY42 Qty 5 Ply 1 3090 10/15/2020 6'2"14 8'2"4 14'11"4 3"10 3"10 1'4"1'9"14 2'6" (TYP) 14'11"4 SEAT PLATE REQ. + A B C D E F G H IJKLMN O P 1.5X3(R) 1.5X3(R) 1.5X3 3X6 3X6 1.5X3 3X8 3X3 1.5X3 1.5X3 3X3 1.5X3 3X8 3X6 2X4 3X6 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 14.69 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 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 N 808 /- /- /- /- /- I 822 /- /- /- /- /- N Brg Width = 6.9 Min Req = 1.5 I Brg Width = - Min Req = - Bearing N is a rigid surface. Bearing N requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2185 C - D 0 -2185 D - E 0 -2333 Chords Tens. Comp. E - F 0 -2188 F - G 0 -2188 G - H 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 1390 0 M - L 2332 0 L - K 2333 0 Chords Tens. Comp. K - J 2334 0 J - I 1388 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - P 0 -4 A - N 0 -108 N - B 0 -1545 B - M 879 0 C - M 77 -217 M - D 80 -491 D - L 126 -111 Webs Tens. Comp. K - E 87 -112 E - J 78 -440 F - J 30 -232 J - G 884 0 G - I 0 -1545 I - H 0 -15 H - I 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): 0.193 K 896 360 VERT(CL): 0.244 E 709 240 HORZ(LL): 0.029 I - - HORZ(TL): 0.039 I - - Creep Factor: 2.0 Max TC CSI: 0.652 Max BC CSI: 0.896 Max Web CSI: 0.428 Wgt: 88.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL11A Truss Type SY42 Qty 1 Ply 1 3084 10/15/2020 6'2"14 8'2"4 14'11"4 3"10 3"10 1'4"1'9"14 2'6" (TYP) 14'11"4 SEAT PLATE REQ. + A B C D E F G H IJKLMN O P 1.5X3(R) 1.5X3(R) 1.5X3 3X6 3X6 1.5X3 3X8 3X3 1.5X3 1.5X3 3X3 1.5X3 3X8 3X6 2X4 3X6 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 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 14.69 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 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 N 808 /- /- /- /- /- I 822 /- /- /- /- /- N Brg Width = 6.9 Min Req = 1.5 I Brg Width = - Min Req = - Bearing N is a rigid surface. Bearing N requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2185 C - D 0 -2185 D - E 0 -2333 Chords Tens. Comp. E - F 0 -2188 F - G 0 -2188 G - H 3 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 1390 0 M - L 2332 0 L - K 2333 0 Chords Tens. Comp. K - J 2334 0 J - I 1388 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - P 0 -4 A - N 0 -108 N - B 0 -1545 B - M 879 0 C - M 77 -217 M - D 80 -491 D - L 126 -111 Webs Tens. Comp. K - E 87 -112 E - J 78 -440 F - J 30 -232 J - G 884 0 G - I 0 -1545 I - H 0 -15 H - I 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): 0.193 K 896 360 VERT(CL): 0.244 E 709 240 HORZ(LL): 0.029 I - - HORZ(TL): 0.039 I - - Creep Factor: 2.0 Max TC CSI: 0.652 Max BC CSI: 0.896 Max Web CSI: 0.428 Wgt: 88.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL11A Truss Type SY42 Qty 1 Ply 1 3084 10/15/2020 6'2"14 8'2"4 14'11"4 3"10 3"10 1'4"1'9"14 2'6" (TYP) 14'11"4 SEAT PLATE REQ. + A B C D E F G H IJKLMN O P 1.5X3(R) 1.5X3(R) 1.5X3 3X6 3X6 1.5X3 3X8 3X3 1.5X3 1.5X3 3X3 1.5X3 3X8 3X6 2X4 3X6 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 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 0.19 14.75 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes .END + continuous strongback. 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 AA 38 /- /- /- /- /- O* 111 /- /- /- /- /- AA Brg Width = 6.9 Min Req = 1.5 O Brg Width = 172 Min Req = - Bearings AA & Z are a rigid surface. Bearings AA & Z require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2 0 B - C 7 0 C - D 2 0 D - E 2 0 E - F 2 0 F - G 2 0 Chords Tens. Comp. G - H 2 0 H - I 2 0 I - J 2 0 J - K 2 0 K - L 2 0 L - M 2 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AA- Z 0 -2 Z - Y 6 0 Y - X 0 -2 X - W 0 -2 W - V 0 -2 V - U 0 -2 Chords Tens. Comp. U - T 0 -2 T - S 0 -2 S - R 0 -2 R - Q 0 -2 Q - P 0 -2 P - O 0 -2 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AB-AA 0 -36 A -AB 0 -16 Z - C 0 -18 Webs Tens. Comp. M - N 0 -13 O - N 0 -11 N - O 0 -23 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - Z 0 -105 C - Y 0 -127 D - X 0 -137 E - W 0 -132 F - V 0 -140 G - U 0 -133 Gables Tens. Comp. H - T 0 -140 I - S 0 -134 J - R 0 -133 K - Q 0 -138 L - P 0 -111 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 F 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.082 Max BC CSI: 0.009 Max Web CSI: 0.032 Wgt: 86.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL11GE Truss Type SY42 Qty 1 Ply 1 3130 10/15/2020 8"14 2'0"14 14'0"14 14'11"4 3"10 1'4"3"10 1'4" (TYP) 14'11"4 SEAT PLATE REQ.SEAT PLATE REQ. A B C D E F G H I J K L M N O PQRSTUVWXYZ AA AB 1.5X3(R) 2X4(R) 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 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 0.19 14.75 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes .END + continuous strongback. 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 AA 38 /- /- /- /- /- O* 111 /- /- /- /- /- AA Brg Width = 6.9 Min Req = 1.5 O Brg Width = 172 Min Req = - Bearings AA & Z are a rigid surface. Bearings AA & Z require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2 0 B - C 7 0 C - D 2 0 D - E 2 0 E - F 2 0 F - G 2 0 Chords Tens. Comp. G - H 2 0 H - I 2 0 I - J 2 0 J - K 2 0 K - L 2 0 L - M 2 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AA- Z 0 -2 Z - Y 6 0 Y - X 0 -2 X - W 0 -2 W - V 0 -2 V - U 0 -2 Chords Tens. Comp. U - T 0 -2 T - S 0 -2 S - R 0 -2 R - Q 0 -2 Q - P 0 -2 P - O 0 -2 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AB-AA 0 -36 A -AB 0 -16 Z - C 0 -18 Webs Tens. Comp. M - N 0 -13 O - N 0 -11 N - O 0 -23 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - Z 0 -105 C - Y 0 -127 D - X 0 -137 E - W 0 -132 F - V 0 -140 G - U 0 -133 Gables Tens. Comp. H - T 0 -140 I - S 0 -134 J - R 0 -133 K - Q 0 -138 L - P 0 -111 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 F 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.082 Max BC CSI: 0.009 Max Web CSI: 0.032 Wgt: 86.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss FL11GE Truss Type SY42 Qty 1 Ply 1 3130 10/15/2020 8"14 2'0"14 14'0"14 14'11"4 3"10 1'4"3"10 1'4" (TYP) 14'11"4 SEAT PLATE REQ.SEAT PLATE REQ. A B C D E F G H I J K L M N O PQRSTUVWXYZ AA AB 1.5X3(R) 2X4(R) 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 #2 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 5.53 BC: From 2 plf at 0.00 to 2 plf at 5.36 TC: -25 lb Conc. Load at 1.46 TC: 129 lb Conc. Load at 4.29 BC: 10 lb Conc. Load at 1.46 BC: 86 lb Conc. Load at 4.29 Plating Notes All plates are 2X4(A1) 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 63 0.15 5.36 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 170 /- /- /- /149 /- E 150 /- /- /- /118 /- Wind reactions based on MWFRS B Brg Width = 17.0 Min Req = - E Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -13 B - C 47 -25 Chords Tens. Comp. C - D 0 -2 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 17 -17 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 86 -93 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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: 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): NA VERT(CL): NA HORZ(LL): -0.001 F - - HORZ(TL): 0.001 F - - Creep Factor: 2.0 Max TC CSI: 0.219 Max BC CSI: 0.184 Max Web CSI: 0.059 Wgt: 22.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss HJ3P Truss Type HIP_ Qty 1 Ply 1 3142 10/15/2020 SEAT PLATE REQ. 5'2"12 1"81'11"13 2"2 5'4"4 4"3 2'2"142'3"102'11"3HB 3"10 A B C D EF 4.24 12 1.5X3 1.5X4 1'5"8 10# -25# 2'9"15 86# 129#1'0"13 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From -0 plf at -1.98 to 61 plf at -0.10 TC: From 2 plf at -0.10 to 2 plf at 5.53 BC: From 2 plf at 0.00 to 2 plf at 5.36 TC: -25 lb Conc. Load at 1.46 TC: 129 lb Conc. Load at 4.29 BC: 10 lb Conc. Load at 1.46 BC: 86 lb Conc. Load at 4.29 Plating Notes All plates are 2X4(A1) 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 63 0.15 5.36 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 170 /- /- /- /149 /- E 150 /- /- /- /118 /- Wind reactions based on MWFRS B Brg Width = 17.0 Min Req = - E Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -13 B - C 47 -25 Chords Tens. Comp. C - D 0 -2 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 17 -17 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 86 -93 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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: 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): NA VERT(CL): NA HORZ(LL): -0.001 F - - HORZ(TL): 0.001 F - - Creep Factor: 2.0 Max TC CSI: 0.219 Max BC CSI: 0.184 Max Web CSI: 0.059 Wgt: 22.4 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss HJ3P Truss Type HIP_ Qty 1 Ply 1 3142 10/15/2020 SEAT PLATE REQ. 5'2"12 1"81'11"13 2"2 5'4"4 4"3 2'2"142'3"102'11"3HB 3"10 A B C D EF 4.24 12 1.5X3 1.5X4 1'5"8 10# -25# 2'9"15 86# 129#1'0"13 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 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 7.01 BC: From 2 plf at 0.00 to 2 plf at 7.01 TC: -25 lb Conc. Load at 1.46 TC: 129 lb Conc. Load at 4.29 BC: 10 lb Conc. Load at 1.46 BC: 86 lb Conc. Load at 4.29 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 7.01 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 245 /- /- /- /204 /- D 108 /- /- /- /45 /- C 74 /- /- /- /69 /- Wind reactions based on MWFRS B Brg Width = 10.1 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -13 Chords Tens. Comp. B - C 48 -23 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): NA VERT(CL): NA HORZ(LL): -0.018 D - - HORZ(TL): 0.020 D - - Creep Factor: 2.0 Max TC CSI: 0.563 Max BC CSI: 0.435 Max Web CSI: 0.000 Wgt: 25.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss HJ5 Truss Type HIP_ Qty 2 Ply 1 2803 10/15/2020 SEAT PLATE REQ. 7'0"21'11"13 4"3 2'9"143'5"7A B C D 4.24 12 2X4(A1) 1'5"8 10# -25# 2'9"15 86# 129# 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 #2 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 7.01 BC: From 2 plf at 0.00 to 2 plf at 7.01 TC: -25 lb Conc. Load at 1.46 TC: 129 lb Conc. Load at 4.29 BC: 10 lb Conc. Load at 1.46 BC: 86 lb Conc. Load at 4.29 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 7.01 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 245 /- /- /- /204 /- D 108 /- /- /- /45 /- C 74 /- /- /- /69 /- Wind reactions based on MWFRS B Brg Width = 10.1 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -13 Chords Tens. Comp. B - C 48 -23 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): NA VERT(CL): NA HORZ(LL): -0.018 D - - HORZ(TL): 0.020 D - - Creep Factor: 2.0 Max TC CSI: 0.563 Max BC CSI: 0.435 Max Web CSI: 0.000 Wgt: 25.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss HJ5 Truss Type HIP_ Qty 2 Ply 1 2803 10/15/2020 SEAT PLATE REQ. 7'0"21'11"13 4"3 2'9"143'5"7A B C D 4.24 12 2X4(A1) 1'5"8 10# -25# 2'9"15 86# 129# 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: -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 116 0.15 9.84 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 321 /- /- /- /266 /- E 331 /- /- /- /141 /- D 68 /- /- /- /56 /- 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 -13 B - C 410 -494 Chords Tens. Comp. C - D 51 -66 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 487 -361 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 392 -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: B 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): 0.021 F 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: 0.619 Max Web CSI: 0.264 Wgt: 39.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss HJ7 Truss Type HIP_ Qty 5 Ply 1 2737 10/15/2020 9'10"11'11"13 4"3 3'9"144'5"7A B C D EF 4.24 12 2X4(A1) 1.5X3 4X4 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 116 0.15 9.84 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 321 /- /- /- /266 /- E 331 /- /- /- /141 /- D 68 /- /- /- /56 /- 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 -13 B - C 410 -494 Chords Tens. Comp. C - D 51 -66 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 487 -361 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 392 -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: B 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): 0.021 F 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: 0.619 Max Web CSI: 0.264 Wgt: 39.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss HJ7 Truss Type HIP_ Qty 5 Ply 1 2737 10/15/2020 9'10"11'11"13 4"3 3'9"144'5"7A B C D EF 4.24 12 2X4(A1) 1.5X3 4X4 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 #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 /- /- /196 /115 /57 D 5 /-14 /- /19 /17 /- C - /-40 /- /44 /50 /- 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 68 -33 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.000 D - - Creep Factor: 2.0 Max TC CSI: 0.346 Max BC CSI: 0.046 Max Web CSI: 0.000 Wgt: 5.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss J1 Truss Type JACK Qty 12 Ply 1 3145 10/15/2020 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 /- /- /196 /115 /57 D 5 /-14 /- /19 /17 /- C - /-40 /- /44 /50 /- 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 68 -33 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.000 D - - Creep Factor: 2.0 Max TC CSI: 0.346 Max BC CSI: 0.046 Max Web CSI: 0.000 Wgt: 5.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss J1 Truss Type JACK Qty 12 Ply 1 3145 10/15/2020 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. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 218 /- /- /206 /116 /57 D 5 /-14 /- /16 /9 /- C - /-40 /- /41 /54 /- 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 67 -33 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.000 D - - Creep Factor: 2.0 Max TC CSI: 0.346 Max BC CSI: 0.043 Max Web CSI: 0.000 Wgt: 5.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss J1P Truss Type JACK Qty 4 Ply 1 2794 10/15/2020 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. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 218 /- /- /206 /116 /57 D 5 /-14 /- /16 /9 /- C - /-40 /- /41 /54 /- 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 67 -33 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.000 D - - Creep Factor: 2.0 Max TC CSI: 0.346 Max BC CSI: 0.043 Max Web CSI: 0.000 Wgt: 5.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss J1P Truss Type JACK Qty 4 Ply 1 2794 10/15/2020 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 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 /- /- /179 /93 /109 D 43 /- /- /20 /- /- C 64 /- /- /34 /56 /- 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 -87 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.001 D - - Creep Factor: 2.0 Max TC CSI: 0.389 Max BC CSI: 0.064 Max Web CSI: 0.000 Wgt: 11.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss J3 Truss Type JACK Qty 10 Ply 1 2731 10/15/2020 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 /- /- /179 /93 /109 D 43 /- /- /20 /- /- C 64 /- /- /34 /56 /- 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 -87 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.001 D - - Creep Factor: 2.0 Max TC CSI: 0.389 Max BC CSI: 0.064 Max Web CSI: 0.000 Wgt: 11.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss J3 Truss Type JACK Qty 10 Ply 1 2731 10/15/2020 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. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 233 /- /- /215 /98 /109 D 43 /- /- /58 /30 /- C 64 /- /- /37 /55 /- 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 -93 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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: 0.346 Max BC CSI: 0.065 Max Web CSI: 0.000 Wgt: 11.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss J3P Truss Type JACK Qty 6 Ply 1 3148 10/15/2020 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. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 233 /- /- /215 /98 /109 D 43 /- /- /58 /30 /- C 64 /- /- /37 /55 /- 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 -93 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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: 0.346 Max BC CSI: 0.065 Max Web CSI: 0.000 Wgt: 11.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss J3P Truss Type JACK Qty 6 Ply 1 3148 10/15/2020 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 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 45 0.15 3.88 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 261 /- /- /241 /104 /135 E 130 /- /- /122 /66 /- Wind reactions based on MWFRS B Brg Width = 12.0 Min Req = 1.5 E Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 36 -128 Chords Tens. Comp. C - D 0 -3 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 6 -12 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 247 -100 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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 E - - HORZ(TL): 0.003 E - - Creep Factor: 2.0 Max TC CSI: 0.346 Max BC CSI: 0.153 Max Web CSI: 0.134 Wgt: 18.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss J4P Truss Type EJAC Qty 1 Ply 1 3139 10/15/2020 SEAT PLATE REQ. 3'10"81'5"9 1"8 4"3 2'3"72'4"32'11"15HB 1"8 A B C D E 6 12 2X4(A1) 1.5X3 3X6 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 45 0.15 3.88 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 261 /- /- /241 /104 /135 E 130 /- /- /122 /66 /- Wind reactions based on MWFRS B Brg Width = 12.0 Min Req = 1.5 E Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 36 -128 Chords Tens. Comp. C - D 0 -3 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 6 -12 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 247 -100 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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 E - - HORZ(TL): 0.003 E - - Creep Factor: 2.0 Max TC CSI: 0.346 Max BC CSI: 0.153 Max Web CSI: 0.134 Wgt: 18.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss J4P Truss Type EJAC Qty 1 Ply 1 3139 10/15/2020 SEAT PLATE REQ. 3'10"81'5"9 1"8 4"3 2'3"72'4"32'11"15HB 1"8 A B C D E 6 12 2X4(A1) 1.5X3 3X6 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 /- /- /213 /106 /161 D 77 /- /- /36 /- /- C 127 /- /- /75 /107 /- 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 -107 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.004 D - - HORZ(TL): 0.008 D - - Creep Factor: 2.0 Max TC CSI: 0.339 Max BC CSI: 0.218 Max Web CSI: 0.000 Wgt: 18.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss J5 Truss Type JACK Qty 10 Ply 1 2734 10/15/2020 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 /- /- /213 /106 /161 D 77 /- /- /36 /- /- C 127 /- /- /75 /107 /- 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 -107 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.004 D - - HORZ(TL): 0.008 D - - Creep Factor: 2.0 Max TC CSI: 0.339 Max BC CSI: 0.218 Max Web CSI: 0.000 Wgt: 18.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss J5 Truss Type JACK Qty 10 Ply 1 2734 10/15/2020 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. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 299 /- /- /276 /114 /161 D 77 /- /- /110 /58 /- C 127 /- /- /81 /105 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 57 -118 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.004 D - - HORZ(TL): 0.008 D - - Creep Factor: 2.0 Max TC CSI: 0.331 Max BC CSI: 0.279 Max Web CSI: 0.000 Wgt: 18.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss J5P Truss Type EJAC Qty 4 Ply 1 2800 10/15/2020 SEAT PLATE REQ. 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. Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 299 /- /- /276 /114 /161 D 77 /- /- /110 /58 /- C 127 /- /- /81 /105 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 Chords Tens. Comp. B - C 57 -118 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.004 D - - HORZ(TL): 0.008 D - - Creep Factor: 2.0 Max TC CSI: 0.331 Max BC CSI: 0.279 Max Web CSI: 0.000 Wgt: 18.2 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss J5P Truss Type EJAC Qty 4 Ply 1 2800 10/15/2020 SEAT PLATE REQ. 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 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 /- /- /254 /122 /213 D 111 /- /- /54 /- /- C 186 /- /- /112 /155 /- 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 -138 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.014 D - - HORZ(TL): 0.027 D - - Creep Factor: 2.0 Max TC CSI: 0.704 Max BC CSI: 0.449 Max Web CSI: 0.000 Wgt: 23.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss J7 Truss Type EJAC Qty 22 Ply 1 2740 10/15/2020 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 /- /- /254 /122 /213 D 111 /- /- /54 /- /- C 186 /- /- /112 /155 /- 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 -138 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 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): 0.014 D - - HORZ(TL): 0.027 D - - Creep Factor: 2.0 Max TC CSI: 0.704 Max BC CSI: 0.449 Max Web CSI: 0.000 Wgt: 23.8 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss J7 Truss Type EJAC Qty 22 Ply 1 2740 10/15/2020 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 24 0.00 1.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. 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 /- /- /38 /8 /12 Wind reactions based on MWFRS D Brg Width = 23.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -23 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 56 -8 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 B 999 360 VERT(CL): 0.012 B 999 240 HORZ(LL): 0.003 B - - HORZ(TL): 0.005 B - - Creep Factor: 2.0 Max TC CSI: 0.051 Max BC CSI: 0.096 Max Web CSI: 0.000 Wgt: 5.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss V01 Truss Type VAL Qty 1 Ply 1 2783 10/15/2020 1'11"8 6"15 1'4"9 0"4 1'A B CD 6 12 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 24 0.00 1.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. 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 /- /- /38 /8 /12 Wind reactions based on MWFRS D Brg Width = 23.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -23 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 56 -8 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 B 999 360 VERT(CL): 0.012 B 999 240 HORZ(LL): 0.003 B - - HORZ(TL): 0.005 B - - Creep Factor: 2.0 Max TC CSI: 0.051 Max BC CSI: 0.096 Max Web CSI: 0.000 Wgt: 5.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss V01 Truss Type VAL Qty 1 Ply 1 2783 10/15/2020 1'11"8 6"15 1'4"9 0"4 1'A B CD 6 12 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 48 0.00 3.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F* 76 /- /- /43 /13 /15 Wind reactions based on MWFRS F Brg Width = 47.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 -102 Chords Tens. Comp. B - C 0 -23 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 4 -5 Chords Tens. Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 204 -137 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 E 999 360 VERT(CL): 0.008 E 999 240 HORZ(LL): 0.002 E - - HORZ(TL): 0.003 E - - Creep Factor: 2.0 Max TC CSI: 0.085 Max BC CSI: 0.076 Max Web CSI: 0.067 Wgt: 12.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss V02 Truss Type VAL Qty 1 Ply 1 2788 10/15/2020 3'11"8 6"15 3'4"9 2'10"3"8 10" 0"4 2'A B C D E F 6 12 2X4(D8R) 1.5X3 3X6 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 48 0.00 3.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F* 76 /- /- /43 /13 /15 Wind reactions based on MWFRS F Brg Width = 47.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 -102 Chords Tens. Comp. B - C 0 -23 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 4 -5 Chords Tens. Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 204 -137 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 E 999 360 VERT(CL): 0.008 E 999 240 HORZ(LL): 0.002 E - - HORZ(TL): 0.003 E - - Creep Factor: 2.0 Max TC CSI: 0.085 Max BC CSI: 0.076 Max Web CSI: 0.067 Wgt: 12.6 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss V02 Truss Type VAL Qty 1 Ply 1 2788 10/15/2020 3'11"8 6"15 3'4"9 2'10"3"8 10" 0"4 2'A B C D E F 6 12 2X4(D8R) 1.5X3 3X6 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 72 0.00 5.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F* 76 /- /- /45 /14 /16 Wind reactions based on MWFRS F Brg Width = 71.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 53 -140 Chords Tens. Comp. B - C 0 -28 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 7 -9 Chords Tens. Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 271 -194 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.017 E 999 360 VERT(CL): 0.032 E 999 240 HORZ(LL): -0.009 C - - HORZ(TL): 0.018 C - - Creep Factor: 2.0 Max TC CSI: 0.240 Max BC CSI: 0.218 Max Web CSI: 0.117 Wgt: 21.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss V03 Truss Type VAL Qty 1 Ply 1 2791 10/15/2020 5'11"8 6"15 5'4"9 4'8"3"8 1' 0"4 3'A B C D E F 6 12 2X4(D8R) 1.5X3 1.5X3 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters 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 72 0.00 5.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F* 76 /- /- /45 /14 /16 Wind reactions based on MWFRS F Brg Width = 71.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 53 -140 Chords Tens. Comp. B - C 0 -28 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 7 -9 Chords Tens. Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 271 -194 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 7.00 Des Ld: 37.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 4.2 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.017 E 999 360 VERT(CL): 0.032 E 999 240 HORZ(LL): -0.009 C - - HORZ(TL): 0.018 C - - Creep Factor: 2.0 Max TC CSI: 0.240 Max BC CSI: 0.218 Max Web CSI: 0.117 Wgt: 21.0 lbs VIEW Ver: 20.01.01A.0724.11 Job ARMSWSB2L Truss V03 Truss Type VAL Qty 1 Ply 1 2791 10/15/2020 5'11"8 6"15 5'4"9 4'8"3"8 1' 0"4 3'A B C D E F 6 12 2X4(D8R) 1.5X3 1.5X3 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