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Home My WebLink AboutSEALS sld, Roof trussesLumber 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 80670 Page 1 of 2 A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946Site Information: Customer Info: COLE CONSTRUCTION Project Name: STEFANI RESIDENCE Lot/Block:Model: Subdivision: Address: 20024 SOUTHERN STAR ROAD, FORT PIERCE, FL 34945 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: 165 Roof Load: 40.0 psf Floor Load: 0.0 psf This package includes 54 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: Manuel Martinez 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 Manuel Martinez 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. Manuel Martinez, P.E. 4620 ParkView Dr. St. Cloud, FL 34771 No.Seq #Truss Name Date 1 2580 A01G 5/15/20 2 2588 A02 5/15/20 3 2583 A03 5/15/20 4 2600 A04 5/15/20 5 2606 A05 5/15/20 6 2618 A06 5/15/20 7 2481 A07G 5/15/20 8 2574 B01 5/15/20 9 2475 B02 5/15/20 10 2484 B03 5/15/20 11 2744 B04 5/15/20 12 2493 B05 5/15/20 No.Seq #Truss Name Date 13 2496 B06 5/15/20 14 2499 B07 5/15/20 15 2502 B08 5/15/20 16 2562 B09G 5/15/20 17 2565 C01G 5/15/20 18 2633 C02 5/15/20 19 2636 C03 5/15/20 20 2639 C04 5/15/20 21 2654 C05 5/15/20 22 2520 C06 5/15/20 23 2568 D01G 5/15/20 24 2526 D02 5/15/20 No.Seq #Truss Name Date 25 2529 D03 5/15/20 26 2532 D04 5/15/20 27 2704 D05 5/15/20 28 2701 D06 5/15/20 29 2559 D07G 5/15/20 30 2553 HJ7 5/15/20 31 2573 HJ7A 5/15/20 32 2564 J3 5/15/20 33 2561 J5 5/15/20 34 2567 J7 5/15/20 35 2552 J9 5/15/20 36 2577 J9A 5/15/20 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 80670 Page 2 of 2 No.Seq #Truss Name Date 37 2534 V06 5/15/20 38 2461 V07 5/15/20 39 2768 V08 5/15/20 40 2771 V09 5/15/20 41 2774 V10 5/15/20 42 2777 V11 5/15/20 43 2780 V12 5/15/20 44 2789 V13 5/15/20 45 2510 V14 5/15/20 46 2511 V15 5/15/20 47 2483 V16 5/15/20 48 2525 V17 5/15/20 49 2535 VG19 5/15/20 50 2680 VM02 5/15/20 51 2683 VM04 5/15/20 52 2686 VM06 5/15/20 53 2689 VM08 5/15/20 54 2692 VM10 5/15/20 55 STDL01 STD. DETAIL 5/15/20 56 STDL02 STD. DETAIL 5/15/20 57 STDL03 STD. DETAIL 5/15/20 58 STDL04 STD. DETAIL 5/15/20 59 STDL05 STD. DETAIL 5/15/20 60 STDL06 STD. DETAIL 5/15/20 61 STDL07 STD. DETAIL 5/15/20 62 STDL08 STD. DETAIL 5/15/20 63 STDL09 STD. DETAIL 5/15/20 64 STDL10 STD. DETAIL 5/15/20 65 STDL11 STD. DETAIL 5/15/20 66 STDL12 STD. DETAIL 5/15/20 67 STDL13 STD. DETAIL 5/15/20 68 STDL14 STD. DETAIL 5/15/20 69 STDL15 STD. DETAIL 5/15/20 70 STDL16 STD. DETAIL 5/15/20 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 :T2 2x4 SP 2400f-2.0E: Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: :W3 2x8 SP 2400f-1.8E: :W4, W5 2x4 SP M-30: Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at 0.00 to 62 plf at 9.00 TC: From 31 plf at 9.00 to 31 plf at 35.67 TC: From 62 plf at 35.67 to 62 plf at 44.67 BC: From 20 plf at 0.00 to 20 plf at 9.01 BC: From 10 plf at 9.01 to 10 plf at 35.66 BC: From 20 plf at 35.66 to 20 plf at 44.67 TC: 283 lb Conc. Load at 9.01,35.66 TC: 170 lb Conc. Load at 11.06,13.06,15.06,17.06 19.06,21.06,22.33,23.60,25.60,27.60,29.60,31.60 33.60 BC: -68 lb Conc. Load at 9.01,35.66 BC: -12 lb Conc. Load at 11.06,13.06,15.06,17.06 19.06,21.06,22.33,23.60,25.60,27.60,29.60,31.60 33.60 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 9.00 35.67 BC 46 0.00 44.67 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 and right cantilevers are exposed to wind Left and right bottom chords exposed to wind. Additional Notes Negative reaction(s) of -557# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R - /-557 /- /1263 /- /- Q 2872 /- /- /- /4886 /- M 2872 /- /- /- /4886 /- L - /-557 /- /1263 /- /- Wind reactions based on MWFRS R Brg Width = 8.0 Min Req = 1.5 Q Brg Width = 8.0 Min Req = 3.4 M Brg Width = 8.0 Min Req = 3.4 L Brg Width = 8.0 Min Req = 1.5 Bearings R, Q, M, & L are a rigid surface. Bearings R, Q, M, & L require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 211 -249 B - C 1487 -2756 C - D 1380 -2603 D - E 2682 -1425 E - F 4325 -2256 Chords Tens. Comp. F - G 4325 -2256 G - H 2682 -1425 H - I 1380 -2603 I - J 1487 -2756 J - K 211 -249 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 197 -167 R - Q 379 -237 Q - P 1610 -832 P - O 1524 -2833 Chords Tens. Comp. O - N 1524 -2833 N - M 1610 -832 M - L 379 -237 L - K 197 -167 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - B 657 -1143 B - Q 2135 -1200 C - Q 463 -442 Q - D 4072 -2329 D - P 2600 -4976 P - E 1976 -1310 E - O 859 -1721 O - G 859 -1721 Webs Tens. Comp. F - O 1061 -824 G - N 1976 -1310 N - H 2600 -4976 H - M 4072 -2329 M - I 463 -442 M - J 2135 -1200 J - L 657 -1143 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.47 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.372 F 914 360 VERT(CL): -0.398 F 854 240 HORZ(LL): -0.057 D - - HORZ(TL): 0.059 D - - Creep Factor: 2.0 Max TC CSI: 0.849 Max BC CSI: 0.982 Max Web CSI: 0.894 Wgt: 247.8 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss A01G Truss Type HIPS Qty 1 Ply 1 2580 05/12/2020 T2 T2 W1 W3 W4 W5 W5 W4 W3 W1 (a)(a)(a)(a) A B C D E F G H I J K LMNOPQR 5 12 3X6(A1) 2X4 5X6 3X3 8X12 H0710 6X8 4X6 H0510 3X10 4X6 6X8 H0710 8X12 3X3 5X6 2X4 3X6(A1) 2'6'2"28'4"6'2"2' SEAT PLATE REQ. SEAT PLATE REQ.SEAT PLATE REQ. SEAT PLATE REQ. 9'26'8"9' 44'8" 4" 4' 1 " 283# 2'0"10170# 2' 170# 2' 170# 2' 170# 2' 170# 2' 170# 1'3"4170#1'3"4 170# 2' 170# 2' 170# 2' 170# 2' 170# 2' 170#2'0"10 283# -68#-12#-12#-12#-12#-12#-12#-12#-12#-12#-12#-12#-12#-12#-68# **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 :T2 2x4 SP 2400f-2.0E: Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: :W3 2x8 SP 2400f-1.8E: :W4, W5 2x4 SP M-30: Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at 0.00 to 62 plf at 9.00 TC: From 31 plf at 9.00 to 31 plf at 35.67 TC: From 62 plf at 35.67 to 62 plf at 44.67 BC: From 20 plf at 0.00 to 20 plf at 9.01 BC: From 10 plf at 9.01 to 10 plf at 35.66 BC: From 20 plf at 35.66 to 20 plf at 44.67 TC: 283 lb Conc. Load at 9.01,35.66 TC: 170 lb Conc. Load at 11.06,13.06,15.06,17.06 19.06,21.06,22.33,23.60,25.60,27.60,29.60,31.60 33.60 BC: -68 lb Conc. Load at 9.01,35.66 BC: -12 lb Conc. Load at 11.06,13.06,15.06,17.06 19.06,21.06,22.33,23.60,25.60,27.60,29.60,31.60 33.60 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 9.00 35.67 BC 46 0.00 44.67 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 and right cantilevers are exposed to wind Left and right bottom chords exposed to wind. Additional Notes Negative reaction(s) of -557# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R - /-557 /- /1263 /- /- Q 2872 /- /- /- /4886 /- M 2872 /- /- /- /4886 /- L - /-557 /- /1263 /- /- Wind reactions based on MWFRS R Brg Width = 8.0 Min Req = 1.5 Q Brg Width = 8.0 Min Req = 3.4 M Brg Width = 8.0 Min Req = 3.4 L Brg Width = 8.0 Min Req = 1.5 Bearings R, Q, M, & L are a rigid surface. Bearings R, Q, M, & L require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 211 -249 B - C 1487 -2756 C - D 1380 -2603 D - E 2682 -1425 E - F 4325 -2256 Chords Tens. Comp. F - G 4325 -2256 G - H 2682 -1425 H - I 1380 -2603 I - J 1487 -2756 J - K 211 -249 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 197 -167 R - Q 379 -237 Q - P 1610 -832 P - O 1524 -2833 Chords Tens. Comp. O - N 1524 -2833 N - M 1610 -832 M - L 379 -237 L - K 197 -167 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - B 657 -1143 B - Q 2135 -1200 C - Q 463 -442 Q - D 4072 -2329 D - P 2600 -4976 P - E 1976 -1310 E - O 859 -1721 O - G 859 -1721 Webs Tens. Comp. F - O 1061 -824 G - N 1976 -1310 N - H 2600 -4976 H - M 4072 -2329 M - I 463 -442 M - J 2135 -1200 J - L 657 -1143 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.47 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.372 F 914 360 VERT(CL): -0.398 F 854 240 HORZ(LL): -0.057 D - - HORZ(TL): 0.059 D - - Creep Factor: 2.0 Max TC CSI: 0.849 Max BC CSI: 0.982 Max Web CSI: 0.894 Wgt: 247.8 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss A01G Truss Type HIPS Qty 1 Ply 1 2580 05/12/2020 T2 T2 W1 W3 W4 W5 W5 W4 W3 W1 (a)(a)(a)(a) A B C D E F G H I J K LMNOPQR 5 12 3X6(A1) 2X4 5X6 3X3 8X12 H0710 6X8 4X6 H0510 3X10 4X6 6X8 H0710 8X12 3X3 5X6 2X4 3X6(A1) 2'6'2"28'4"6'2"2' SEAT PLATE REQ. SEAT PLATE REQ.SEAT PLATE REQ. SEAT PLATE REQ. 9'26'8"9' 44'8" 4" 4' 1 " 283# 2'0"10170# 2' 170# 2' 170# 2' 170# 2' 170# 2' 170# 1'3"4170#1'3"4 170# 2' 170# 2' 170# 2' 170# 2' 170# 2' 170#2'0"10 283# -68#-12#-12#-12#-12#-12#-12#-12#-12#-12#-12#-12#-12#-12#-68# **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 33.67 BC 75 0.00 44.67 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 and right cantilevers are exposed to wind Left and right bottom chords exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S 355 /- /- /443 /273 /178 T 1518 /- /- /934 /744 /- M 1514 /- /- /924 /741 /- L 357 /- /- /452 /271 /- Wind reactions based on MWFRS S Brg Width = 8.0 Min Req = 1.5 T Brg Width = 8.0 Min Req = 1.8 M Brg Width = 8.0 Min Req = 1.8 L Brg Width = 8.0 Min Req = 1.5 Bearings S, T, M, & L are a rigid surface. Bearings S, T, M, & L require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 212 -69 B - C 241 0 C - D 310 -13 D - E 1292 -1546 E - F 1292 -1546 Chords Tens. Comp. F - G 1292 -1546 G - H 1272 -1523 H - I 313 -28 I - J 238 0 J - K 210 -65 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - S 70 -165 S - R 167 -243 R - Q 450 -253 Q - P 450 -253 P - O 1554 -956 Chords Tens. Comp. O - N 452 -241 N - M 452 -241 M - L 83 -171 L - K 65 -163 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 408 -302 C - R 455 -340 R - D 689 -1142 D - P 1327 -826 E - P 538 -504 P - G 34 -30 Webs Tens. Comp. G - O 537 -520 O - H 1303 -806 H - M 686 -1141 M - I 454 -339 L - J 410 -302 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.47 ft Loc. from endwall: not in 6.50 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): -0.063 E 999 360 VERT(CL): 0.128 E 999 240 HORZ(LL): -0.019 D - - HORZ(TL): 0.038 D - - Creep Factor: 2.0 Max TC CSI: 0.458 Max BC CSI: 0.524 Max Web CSI: 0.980 Wgt: 221.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss A02 Truss Type HIPS Qty 1 Ply 1 2588 05/12/2020 W1 W1 (a)(a)(a) A B C D E F G H I J K LMNOPQRS T 5 12 3X6(A1) 1.5X3 1.5X4 1.5X3 4X4 5X6 3X6 1.5X4 4X8 3X6 3X4 4X4 3X6 5X6 4X4 1.5X3 1.5X4 1.5X3 3X6(A1) 2'6'2"28'4"6'2"2' SEAT PLATE REQ. SEAT PLATE REQ.SEAT PLATE REQ. SEAT PLATE REQ. 11'22'8"11' 44'8" 4" 4' 1 1 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 33.67 BC 75 0.00 44.67 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 and right cantilevers are exposed to wind Left and right bottom chords exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S 355 /- /- /443 /273 /178 T 1518 /- /- /934 /744 /- M 1514 /- /- /924 /741 /- L 357 /- /- /452 /271 /- Wind reactions based on MWFRS S Brg Width = 8.0 Min Req = 1.5 T Brg Width = 8.0 Min Req = 1.8 M Brg Width = 8.0 Min Req = 1.8 L Brg Width = 8.0 Min Req = 1.5 Bearings S, T, M, & L are a rigid surface. Bearings S, T, M, & L require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 212 -69 B - C 241 0 C - D 310 -13 D - E 1292 -1546 E - F 1292 -1546 Chords Tens. Comp. F - G 1292 -1546 G - H 1272 -1523 H - I 313 -28 I - J 238 0 J - K 210 -65 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - S 70 -165 S - R 167 -243 R - Q 450 -253 Q - P 450 -253 P - O 1554 -956 Chords Tens. Comp. O - N 452 -241 N - M 452 -241 M - L 83 -171 L - K 65 -163 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 408 -302 C - R 455 -340 R - D 689 -1142 D - P 1327 -826 E - P 538 -504 P - G 34 -30 Webs Tens. Comp. G - O 537 -520 O - H 1303 -806 H - M 686 -1141 M - I 454 -339 L - J 410 -302 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.47 ft Loc. from endwall: not in 6.50 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): -0.063 E 999 360 VERT(CL): 0.128 E 999 240 HORZ(LL): -0.019 D - - HORZ(TL): 0.038 D - - Creep Factor: 2.0 Max TC CSI: 0.458 Max BC CSI: 0.524 Max Web CSI: 0.980 Wgt: 221.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss A02 Truss Type HIPS Qty 1 Ply 1 2588 05/12/2020 W1 W1 (a)(a)(a) A B C D E F G H I J K LMNOPQRS T 5 12 3X6(A1) 1.5X3 1.5X4 1.5X3 4X4 5X6 3X6 1.5X4 4X8 3X6 3X4 4X4 3X6 5X6 4X4 1.5X3 1.5X4 1.5X3 3X6(A1) 2'6'2"28'4"6'2"2' SEAT PLATE REQ. SEAT PLATE REQ.SEAT PLATE REQ. SEAT PLATE REQ. 11'22'8"11' 44'8" 4" 4' 1 1 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.00 31.67 BC 75 0.00 44.67 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. Left and right cantilevers are exposed to wind Left and right bottom chords exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S 361 /- /- /437 /287 /210 T 1513 /- /- /959 /667 /- M 1508 /- /- /947 /665 /- L 363 /- /- /446 /285 /- Wind reactions based on MWFRS S Brg Width = 8.0 Min Req = 1.5 T Brg Width = 8.0 Min Req = 1.8 M Brg Width = 8.0 Min Req = 1.8 L Brg Width = 8.0 Min Req = 1.5 Bearings S, T, M, & L are a rigid surface. Bearings S, T, M, & L require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 212 -64 B - C 226 -10 C - D 354 -20 D - E 1170 -1331 E - F 1170 -1331 Chords Tens. Comp. F - G 1170 -1331 G - H 1156 -1315 H - I 357 -36 I - J 222 -14 J - K 209 -60 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - S 68 -167 S - R 193 -260 R - Q 678 -373 Q - P 678 -373 P - O 1336 -775 Chords Tens. Comp. O - N 681 -376 N - M 681 -376 M - L 80 -172 L - K 64 -164 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 402 -310 C - R 490 -384 R - D 747 -1222 D - P 903 -533 E - P 451 -414 P - G 46 -43 Webs Tens. Comp. G - O 451 -429 O - H 886 -518 H - M 744 -1220 M - I 489 -384 L - J 403 -310 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.47 ft Loc. from endwall: not in 13.00 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): 0.047 E 999 360 VERT(CL): 0.097 E 999 240 HORZ(LL): 0.016 D - - HORZ(TL): 0.033 D - - Creep Factor: 2.0 Max TC CSI: 0.313 Max BC CSI: 0.535 Max Web CSI: 0.693 Wgt: 222.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss A03 Truss Type HIPS Qty 1 Ply 1 2583 05/12/2020 W1 W1 (a)(a)(a) A B C D E F G H I J K LMNOPQRS T 5 12 3X6(A1) 1.5X3 1.5X4 1.5X3 4X4 5X6 3X6 1.5X4 3X8 3X6 3X4 3X4 3X6 5X6 4X4 1.5X3 1.5X4 1.5X3 3X6(A1) 2'6'2"28'4"6'2"2' SEAT PLATE REQ. SEAT PLATE REQ.SEAT PLATE REQ. SEAT PLATE REQ. 13'18'8"13' 44'8" 4" 5' 9 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.00 31.67 BC 75 0.00 44.67 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. Left and right cantilevers are exposed to wind Left and right bottom chords exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S 361 /- /- /437 /287 /210 T 1513 /- /- /959 /667 /- M 1508 /- /- /947 /665 /- L 363 /- /- /446 /285 /- Wind reactions based on MWFRS S Brg Width = 8.0 Min Req = 1.5 T Brg Width = 8.0 Min Req = 1.8 M Brg Width = 8.0 Min Req = 1.8 L Brg Width = 8.0 Min Req = 1.5 Bearings S, T, M, & L are a rigid surface. Bearings S, T, M, & L require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 212 -64 B - C 226 -10 C - D 354 -20 D - E 1170 -1331 E - F 1170 -1331 Chords Tens. Comp. F - G 1170 -1331 G - H 1156 -1315 H - I 357 -36 I - J 222 -14 J - K 209 -60 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - S 68 -167 S - R 193 -260 R - Q 678 -373 Q - P 678 -373 P - O 1336 -775 Chords Tens. Comp. O - N 681 -376 N - M 681 -376 M - L 80 -172 L - K 64 -164 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 402 -310 C - R 490 -384 R - D 747 -1222 D - P 903 -533 E - P 451 -414 P - G 46 -43 Webs Tens. Comp. G - O 451 -429 O - H 886 -518 H - M 744 -1220 M - I 489 -384 L - J 403 -310 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.47 ft Loc. from endwall: not in 13.00 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): 0.047 E 999 360 VERT(CL): 0.097 E 999 240 HORZ(LL): 0.016 D - - HORZ(TL): 0.033 D - - Creep Factor: 2.0 Max TC CSI: 0.313 Max BC CSI: 0.535 Max Web CSI: 0.693 Wgt: 222.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss A03 Truss Type HIPS Qty 1 Ply 1 2583 05/12/2020 W1 W1 (a)(a)(a) A B C D E F G H I J K LMNOPQRS T 5 12 3X6(A1) 1.5X3 1.5X4 1.5X3 4X4 5X6 3X6 1.5X4 3X8 3X6 3X4 3X4 3X6 5X6 4X4 1.5X3 1.5X4 1.5X3 3X6(A1) 2'6'2"28'4"6'2"2' SEAT PLATE REQ. SEAT PLATE REQ.SEAT PLATE REQ. SEAT PLATE REQ. 13'18'8"13' 44'8" 4" 5' 9 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.00 29.67 BC 75 0.00 44.67 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. Left and right cantilevers are exposed to wind Left and right bottom chords exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL T 364 /- /- /434 /291 /243 U 1527 /- /- /989 /691 /- N 1533 /- /- /977 /688 /- M 365 /- /- /444 /288 /- Wind reactions based on MWFRS T Brg Width = 8.0 Min Req = 1.5 U Brg Width = 8.0 Min Req = 1.8 N Brg Width = 8.0 Min Req = 1.8 M Brg Width = 8.0 Min Req = 1.5 Bearings T, U, N, & M are a rigid surface. Bearings T, U, N, & M require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 207 -80 B - C 229 -8 C - D 323 -22 D - E 371 -17 E - F 1048 -1141 F - G 1048 -1140 Chords Tens. Comp. G - H 1040 -1147 H - I 374 -34 I - J 326 -38 J - K 223 -12 K - L 202 -76 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - T 89 -163 T - S 222 -271 S - R 790 -402 R - Q 790 -402 Q - P 1160 -597 Chords Tens. Comp. P - O 793 -403 O - N 793 -403 N - M 98 -166 M - L 85 -159 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - T 368 -307 C - S 567 -461 S - E 739 -1266 E - Q 695 -371 F - Q 403 -360 Q - G 67 -64 Webs Tens. Comp. G - P 408 -373 P - H 697 -360 H - N 735 -1280 N - J 567 -464 M - K 370 -307 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.47 ft Loc. from endwall: not in 13.00 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): 0.041 F 999 360 VERT(CL): 0.084 F 999 240 HORZ(LL): 0.016 K - - HORZ(TL): 0.033 K - - Creep Factor: 2.0 Max TC CSI: 0.428 Max BC CSI: 0.541 Max Web CSI: 0.586 Wgt: 226.8 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss A04 Truss Type HIPS Qty 1 Ply 1 2600 05/12/2020 W1 W1 (a)(a)(a) A B C D E F G H I J K L MNOPQRST U 5 12 3X6(A1) 1.5X3 1.5X3 1.5X4 4X4 3X6 5X6 4X6 1.5X4 3X8 3X4 3X4 4X6 5X6 3X6 4X4 1.5X4 1.5X3 1.5X3 3X6(A1) 2'6'2"28'4"6'2"2' SEAT PLATE REQ. SEAT PLATE REQ.SEAT PLATE REQ. SEAT PLATE REQ. 15'14'8"15' 44'8" 4" 6' 7 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.00 29.67 BC 75 0.00 44.67 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. Left and right cantilevers are exposed to wind Left and right bottom chords exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL T 364 /- /- /434 /291 /243 U 1527 /- /- /989 /691 /- N 1533 /- /- /977 /688 /- M 365 /- /- /444 /288 /- Wind reactions based on MWFRS T Brg Width = 8.0 Min Req = 1.5 U Brg Width = 8.0 Min Req = 1.8 N Brg Width = 8.0 Min Req = 1.8 M Brg Width = 8.0 Min Req = 1.5 Bearings T, U, N, & M are a rigid surface. Bearings T, U, N, & M require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 207 -80 B - C 229 -8 C - D 323 -22 D - E 371 -17 E - F 1048 -1141 F - G 1048 -1140 Chords Tens. Comp. G - H 1040 -1147 H - I 374 -34 I - J 326 -38 J - K 223 -12 K - L 202 -76 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - T 89 -163 T - S 222 -271 S - R 790 -402 R - Q 790 -402 Q - P 1160 -597 Chords Tens. Comp. P - O 793 -403 O - N 793 -403 N - M 98 -166 M - L 85 -159 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - T 368 -307 C - S 567 -461 S - E 739 -1266 E - Q 695 -371 F - Q 403 -360 Q - G 67 -64 Webs Tens. Comp. G - P 408 -373 P - H 697 -360 H - N 735 -1280 N - J 567 -464 M - K 370 -307 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.47 ft Loc. from endwall: not in 13.00 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): 0.041 F 999 360 VERT(CL): 0.084 F 999 240 HORZ(LL): 0.016 K - - HORZ(TL): 0.033 K - - Creep Factor: 2.0 Max TC CSI: 0.428 Max BC CSI: 0.541 Max Web CSI: 0.586 Wgt: 226.8 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss A04 Truss Type HIPS Qty 1 Ply 1 2600 05/12/2020 W1 W1 (a)(a)(a) A B C D E F G H I J K L MNOPQRST U 5 12 3X6(A1) 1.5X3 1.5X3 1.5X4 4X4 3X6 5X6 4X6 1.5X4 3X8 3X4 3X4 4X6 5X6 3X6 4X4 1.5X4 1.5X3 1.5X3 3X6(A1) 2'6'2"28'4"6'2"2' SEAT PLATE REQ. SEAT PLATE REQ.SEAT PLATE REQ. SEAT PLATE REQ. 15'14'8"15' 44'8" 4" 6' 7 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 17.00 27.67 BC 75 0.00 44.67 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. Left and right cantilevers are exposed to wind Left and right bottom chords exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 390 /- /- /440 /278 /275 P 1501 /- /- /985 /698 /- K 1504 /- /- /972 /698 /- J 390 /- /- /453 /274 /- Wind reactions based on MWFRS Q Brg Width = 8.0 Min Req = 1.5 P Brg Width = 8.0 Min Req = 1.8 K Brg Width = 8.0 Min Req = 1.8 J Brg Width = 8.0 Min Req = 1.5 Bearings Q, P, K, & J are a rigid surface. Bearings Q, P, K, & J require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 173 -78 B - C 201 -29 C - D 905 -1158 D - E 969 -970 Chords Tens. Comp. E - F 969 -970 F - G 905 -1160 G - H 201 -30 H - I 173 -78 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - Q 86 -129 Q - P 247 -273 P - O 247 -263 O - N 247 -263 N - M 1054 -524 Chords Tens. Comp. M - L 73 -120 L - K 73 -120 K - J 100 -137 J - I 86 -129 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 368 -310 P - C 1034 -1347 C - N 1102 -571 D - N 228 -80 N - E 195 -169 Webs Tens. Comp. E - M 195 -169 M - F 228 -80 M - G 1102 -571 G - K 1034 -1350 J - H 368 -310 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.47 ft Loc. from endwall: not in 13.00 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): 0.037 E 999 360 VERT(CL): 0.074 E 999 240 HORZ(LL): 0.008 H - - HORZ(TL): 0.016 H - - Creep Factor: 2.0 Max TC CSI: 0.496 Max BC CSI: 0.553 Max Web CSI: 0.891 Wgt: 222.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss A05 Truss Type HIPS Qty 1 Ply 1 2606 05/12/2020 W1 W1 (a) (a)(a) (a) A B C D E F G H I JKLMNOPQ 5 12 3X6(A1) 1.5X3 1.5X3 4X4 5X6 3X6 5X6 3X10 3X4 3X10 5X6 3X6 5X6 4X4 1.5X3 1.5X3 3X6(A1) 2'6'2"28'4"6'2"2' SEAT PLATE REQ. SEAT PLATE REQ.SEAT PLATE REQ. SEAT PLATE REQ. 17'10'8"17' 44'8" 4" 7' 5 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 17.00 27.67 BC 75 0.00 44.67 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. Left and right cantilevers are exposed to wind Left and right bottom chords exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 390 /- /- /440 /278 /275 P 1501 /- /- /985 /698 /- K 1504 /- /- /972 /698 /- J 390 /- /- /453 /274 /- Wind reactions based on MWFRS Q Brg Width = 8.0 Min Req = 1.5 P Brg Width = 8.0 Min Req = 1.8 K Brg Width = 8.0 Min Req = 1.8 J Brg Width = 8.0 Min Req = 1.5 Bearings Q, P, K, & J are a rigid surface. Bearings Q, P, K, & J require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 173 -78 B - C 201 -29 C - D 905 -1158 D - E 969 -970 Chords Tens. Comp. E - F 969 -970 F - G 905 -1160 G - H 201 -30 H - I 173 -78 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - Q 86 -129 Q - P 247 -273 P - O 247 -263 O - N 247 -263 N - M 1054 -524 Chords Tens. Comp. M - L 73 -120 L - K 73 -120 K - J 100 -137 J - I 86 -129 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 368 -310 P - C 1034 -1347 C - N 1102 -571 D - N 228 -80 N - E 195 -169 Webs Tens. Comp. E - M 195 -169 M - F 228 -80 M - G 1102 -571 G - K 1034 -1350 J - H 368 -310 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.47 ft Loc. from endwall: not in 13.00 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): 0.037 E 999 360 VERT(CL): 0.074 E 999 240 HORZ(LL): 0.008 H - - HORZ(TL): 0.016 H - - Creep Factor: 2.0 Max TC CSI: 0.496 Max BC CSI: 0.553 Max Web CSI: 0.891 Wgt: 222.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss A05 Truss Type HIPS Qty 1 Ply 1 2606 05/12/2020 W1 W1 (a) (a)(a) (a) A B C D E F G H I JKLMNOPQ 5 12 3X6(A1) 1.5X3 1.5X3 4X4 5X6 3X6 5X6 3X10 3X4 3X10 5X6 3X6 5X6 4X4 1.5X3 1.5X3 3X6(A1) 2'6'2"28'4"6'2"2' SEAT PLATE REQ. SEAT PLATE REQ.SEAT PLATE REQ. SEAT PLATE REQ. 17'10'8"17' 44'8" 4" 7' 5 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 17.00 23.67 BC 75 0.00 40.67 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. Left and right bottom chords exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R 237 /- /- /260 /153 /267 Q 1435 /- /- /924 /653 /- L 1466 /- /- /940 /647 /- S 218 /- /- /260 /170 /- Wind reactions based on MWFRS R Brg Width = 8.0 Min Req = 1.5 Q Brg Width = 8.0 Min Req = 1.7 L Brg Width = 8.0 Min Req = 1.7 S Brg Width = 8.0 Min Req = 1.5 Bearings R, Q, L, & S are a rigid surface. Bearings R, Q, L, & S require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 204 -113 B - C 855 -1131 C - D 869 -1073 D - E 1034 -1102 E - F 985 -1007 Chords Tens. Comp. F - G 965 -1140 G - H 398 -94 H - I 380 -120 I - J 213 -103 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 311 -270 Q - P 325 -274 P - O 947 -491 O - N 947 -491 Chords Tens. Comp. N - M 824 -507 M - L 824 -507 L - K 50 -86 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 270 -185 Q - B 957 -1305 B - P 1061 -550 D - P 392 -331 P - E 177 -175 E - N 216 -129 Webs Tens. Comp. N - F 176 -9 N - G 287 -53 G - L 758 -1226 L - I 495 -404 J - K 273 -179 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.07 ft Loc. from endwall: not in 13.00 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): 0.030 N 999 360 VERT(CL): 0.062 N 999 240 HORZ(LL): 0.013 K - - HORZ(TL): 0.027 K - - Creep Factor: 2.0 Max TC CSI: 0.365 Max BC CSI: 0.668 Max Web CSI: 0.580 Wgt: 215.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss A06 Truss Type HIPS Qty 1 Ply 1 2618 05/12/2020 (a) A B C D E F G H I J KLMNOPQRS 5 12 1.5X4 3X6 3X4 4X4 3X6 1.5X3 3X10 3X6 5X6 3X8 5X6 3X6 3X4 3X6 4X4 1.5X4 1.5X4 3X6 6'2"28'4"6'2" SEAT PLATE REQ. SEAT PLATE REQ.SEAT PLATE REQ. SEAT PLATE REQ. 17'6'8"17' 40'8" 1'2" 8' 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 M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 17.00 23.67 BC 75 0.00 40.67 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. Left and right bottom chords exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R 237 /- /- /260 /153 /267 Q 1435 /- /- /924 /653 /- L 1466 /- /- /940 /647 /- S 218 /- /- /260 /170 /- Wind reactions based on MWFRS R Brg Width = 8.0 Min Req = 1.5 Q Brg Width = 8.0 Min Req = 1.7 L Brg Width = 8.0 Min Req = 1.7 S Brg Width = 8.0 Min Req = 1.5 Bearings R, Q, L, & S are a rigid surface. Bearings R, Q, L, & S require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 204 -113 B - C 855 -1131 C - D 869 -1073 D - E 1034 -1102 E - F 985 -1007 Chords Tens. Comp. F - G 965 -1140 G - H 398 -94 H - I 380 -120 I - J 213 -103 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 311 -270 Q - P 325 -274 P - O 947 -491 O - N 947 -491 Chords Tens. Comp. N - M 824 -507 M - L 824 -507 L - K 50 -86 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 270 -185 Q - B 957 -1305 B - P 1061 -550 D - P 392 -331 P - E 177 -175 E - N 216 -129 Webs Tens. Comp. N - F 176 -9 N - G 287 -53 G - L 758 -1226 L - I 495 -404 J - K 273 -179 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.07 ft Loc. from endwall: not in 13.00 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): 0.030 N 999 360 VERT(CL): 0.062 N 999 240 HORZ(LL): 0.013 K - - HORZ(TL): 0.027 K - - Creep Factor: 2.0 Max TC CSI: 0.365 Max BC CSI: 0.668 Max Web CSI: 0.580 Wgt: 215.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss A06 Truss Type HIPS Qty 1 Ply 1 2618 05/12/2020 (a) A B C D E F G H I J KLMNOPQRS 5 12 1.5X4 3X6 3X4 4X4 3X6 1.5X3 3X10 3X6 5X6 3X8 5X6 3X6 3X4 3X6 4X4 1.5X4 1.5X4 3X6 6'2"28'4"6'2" SEAT PLATE REQ. SEAT PLATE REQ.SEAT PLATE REQ. SEAT PLATE REQ. 17'6'8"17' 40'8" 1'2" 8' 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 M-30 Bot chord 2x8 SP 2400f-1.8E Webs 2x4 SP #3 :W1 2x8 SP 2400f-1.8E: Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 6.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger 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 52 plf at 0.00 to 52 plf at 29.00 BC: From 10 plf at 0.00 to 10 plf at 12.03 BC: From 25 plf at 12.03 to 25 plf at 16.97 BC: From 10 plf at 16.97 to 10 plf at 26.60 BC: From 20 plf at 26.60 to 20 plf at 29.00 BC: 526 lb Conc. Load at 2.06, 4.06, 6.06, 8.06 10.06,12.06,14.06,16.06,18.06,18.60,20.60,22.60 24.60,26.60 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 11.74 17.26 BC 120 0.00 29.00 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 and reactions based on MWFRS. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL M 4602 /- /- /- /2238 /107 N 4646 /- /- /- /2247 /- Wind reactions based on MWFRS M Brg Width = 8.0 Min Req = 1.9 N Brg Width = 8.0 Min Req = 1.9 Bearings M & N are a rigid surface. Bearings M & N require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1140 -2304 B - C 1198 -2461 C - D 1069 -2246 Chords Tens. Comp. D - E 1199 -2465 E - F 1154 -2378 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 58 -66 L - K 2112 -1029 K - J 2246 -1069 Chords Tens. Comp. J - I 2246 -1069 I - H 2178 -1041 H - G 54 -37 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - M 1044 -2072 A - L 2326 -1085 L - B 271 -339 B - K 252 -56 C - K 792 -253 Webs Tens. Comp. D - I 815 -260 I - E 160 -46 E - H 257 -257 H - F 2410 -1133 F - G 1072 -2139 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 13.00 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): 0.081 I 999 360 VERT(CL): 0.168 I 999 240 HORZ(LL): -0.016 E - - HORZ(TL): 0.032 E - - Creep Factor: 2.0 Max TC CSI: 0.240 Max BC CSI: 0.286 Max Web CSI: 0.918 Wgt: 453.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss A07G Truss Type HIPS Qty 1 Ply 2 2481 05/12/2020 W1 W1 A B C D E F GHIJKLMN 5 12 3X10(R) 3X12 5X6 3X4 5X6 5X6 6X6 5X6 5X6 3X4 5X6 5X6 3X12 29' SEAT PLATE REQ.SEAT PLATE REQ. 11'8"14 5'6"4 11'8"14 3' 7 " 3 8' 5 " 1 4 2'0"12 526# 2' 526# 2' 526# 2' 526# 2' 526# 2' 526# 2' 526# 2' 526# 2' 526# 6"8 526# 2' 526# 2' 526# 2' 526# 2' 526# 2'4"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 M-30 Bot chord 2x8 SP 2400f-1.8E Webs 2x4 SP #3 :W1 2x8 SP 2400f-1.8E: Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 6.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger 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 52 plf at 0.00 to 52 plf at 29.00 BC: From 10 plf at 0.00 to 10 plf at 12.03 BC: From 25 plf at 12.03 to 25 plf at 16.97 BC: From 10 plf at 16.97 to 10 plf at 26.60 BC: From 20 plf at 26.60 to 20 plf at 29.00 BC: 526 lb Conc. Load at 2.06, 4.06, 6.06, 8.06 10.06,12.06,14.06,16.06,18.06,18.60,20.60,22.60 24.60,26.60 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 11.74 17.26 BC 120 0.00 29.00 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 and reactions based on MWFRS. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL M 4602 /- /- /- /2238 /107 N 4646 /- /- /- /2247 /- Wind reactions based on MWFRS M Brg Width = 8.0 Min Req = 1.9 N Brg Width = 8.0 Min Req = 1.9 Bearings M & N are a rigid surface. Bearings M & N require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1140 -2304 B - C 1198 -2461 C - D 1069 -2246 Chords Tens. Comp. D - E 1199 -2465 E - F 1154 -2378 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 58 -66 L - K 2112 -1029 K - J 2246 -1069 Chords Tens. Comp. J - I 2246 -1069 I - H 2178 -1041 H - G 54 -37 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - M 1044 -2072 A - L 2326 -1085 L - B 271 -339 B - K 252 -56 C - K 792 -253 Webs Tens. Comp. D - I 815 -260 I - E 160 -46 E - H 257 -257 H - F 2410 -1133 F - G 1072 -2139 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 13.00 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): 0.081 I 999 360 VERT(CL): 0.168 I 999 240 HORZ(LL): -0.016 E - - HORZ(TL): 0.032 E - - Creep Factor: 2.0 Max TC CSI: 0.240 Max BC CSI: 0.286 Max Web CSI: 0.918 Wgt: 453.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss A07G Truss Type HIPS Qty 1 Ply 2 2481 05/12/2020 W1 W1 A B C D E F GHIJKLMN 5 12 3X10(R) 3X12 5X6 3X4 5X6 5X6 6X6 5X6 5X6 3X4 5X6 5X6 3X12 29' SEAT PLATE REQ.SEAT PLATE REQ. 11'8"14 5'6"4 11'8"14 3' 7 " 3 8' 5 " 1 4 2'0"12 526# 2' 526# 2' 526# 2' 526# 2' 526# 2' 526# 2' 526# 2' 526# 2' 526# 6"8 526# 2' 526# 2' 526# 2' 526# 2' 526# 2'4"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 M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint, equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 33.33 BC 75 0.00 33.33 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 O 398 /- /- /226 /126 /261 L 1917 /- /- /1019 /896 /- P 746 /- /- /474 /305 /- Wind reactions based on MWFRS O Brg Width = 8.0 Min Req = 1.5 L Brg Width = 8.0 Min Req = 2.3 P Brg Width = 8.0 Min Req = 1.5 Bearings O, L, & P are a rigid surface. Bearings O, L, & P require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 145 -408 B - C 515 -237 C - D 621 -225 D - E 565 -39 Chords Tens. Comp. E - F 584 -748 F - G 550 -787 G - H 203 -187 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 295 -281 N - M 381 -281 M - L 381 -281 Chords Tens. Comp. L - K 277 -121 K - J 277 -121 J - I 900 -463 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - O 263 -341 A - N 263 -74 N - B 286 0 B - L 618 -754 D - L 467 -380 Webs Tens. Comp. L - E 649 -1094 E - J 933 -581 J - G 682 -568 G - I 486 -898 H - I 305 -231 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.33 ft Loc. from endwall: not in 9.67 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): 0.030 G 999 360 VERT(CL): 0.064 G 999 240 HORZ(LL): 0.009 H - - HORZ(TL): 0.019 E - - Creep Factor: 2.0 Max TC CSI: 0.790 Max BC CSI: 0.769 Max Web CSI: 0.904 Wgt: 184.8 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss B01 Truss Type COMN Qty 1 Ply 1 2574 05/12/2020 (a)(a) (a)A B C D E F G H IJKLMNO P 5 12 3X4(R) 3X6 3X4 3X4 3X6 3X6 1.5X3 4X8 4X6(R) 3X6 3X4 3X6 3X4 2X4 3X6(R) 13'4"20' SEAT PLATE REQ.SEAT PLATE REQ.SEAT PLATE REQ. 16'8"16'8" 33'4" 1'2" 8' 1 " 5 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint, equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 33.33 BC 75 0.00 33.33 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 O 398 /- /- /226 /126 /261 L 1917 /- /- /1019 /896 /- P 746 /- /- /474 /305 /- Wind reactions based on MWFRS O Brg Width = 8.0 Min Req = 1.5 L Brg Width = 8.0 Min Req = 2.3 P Brg Width = 8.0 Min Req = 1.5 Bearings O, L, & P are a rigid surface. Bearings O, L, & P require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 145 -408 B - C 515 -237 C - D 621 -225 D - E 565 -39 Chords Tens. Comp. E - F 584 -748 F - G 550 -787 G - H 203 -187 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 295 -281 N - M 381 -281 M - L 381 -281 Chords Tens. Comp. L - K 277 -121 K - J 277 -121 J - I 900 -463 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - O 263 -341 A - N 263 -74 N - B 286 0 B - L 618 -754 D - L 467 -380 Webs Tens. Comp. L - E 649 -1094 E - J 933 -581 J - G 682 -568 G - I 486 -898 H - I 305 -231 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.33 ft Loc. from endwall: not in 9.67 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): 0.030 G 999 360 VERT(CL): 0.064 G 999 240 HORZ(LL): 0.009 H - - HORZ(TL): 0.019 E - - Creep Factor: 2.0 Max TC CSI: 0.790 Max BC CSI: 0.769 Max Web CSI: 0.904 Wgt: 184.8 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss B01 Truss Type COMN Qty 1 Ply 1 2574 05/12/2020 (a)(a) (a)A B C D E F G H IJKLMNO P 5 12 3X4(R) 3X6 3X4 3X4 3X6 3X6 1.5X3 4X8 4X6(R) 3X6 3X4 3X6 3X4 2X4 3X6(R) 13'4"20' SEAT PLATE REQ.SEAT PLATE REQ.SEAT PLATE REQ. 16'8"16'8" 33'4" 1'2" 8' 1 " 5 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1, W5 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 35.27 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. Left cantilever is exposed to wind Left bottom chord exposed to wind. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P 483 /-37 /- /698 /435 /286 Q 2099 /- /- /1188 /785 /- K 526 /- /- /337 /189 /- Wind reactions based on MWFRS P Brg Width = 8.0 Min Req = 1.5 Q Brg Width = 8.0 Min Req = 2.5 K Brg Width = - Min Req = - Bearings P & Q are a rigid surface. Bearings P & Q require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 190 -158 B - C 686 -546 C - D 864 -531 D - E 1010 -527 E - F 958 -361 Chords Tens. Comp. F - G 489 -649 G - H 294 -513 H - I 290 -624 I - J 608 -1018 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 168 -145 P - O 235 -301 O - N 726 -529 Chords Tens. Comp. N - M 596 -482 M - L 959 -521 L - K 19 -22 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - B 643 -392 B - O 534 -559 O - C 475 -632 C - N 1162 -733 E - N 467 -379 N - F 670 -1200 Webs Tens. Comp. F - M 1181 -646 M - G 513 -434 M - I 471 -418 I - L 177 -130 L - J 908 -482 K - J 374 -482 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.53 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.042 G 999 360 VERT(CL): 0.091 G 999 240 HORZ(LL): 0.020 K - - HORZ(TL): 0.042 K - - Creep Factor: 2.0 Max TC CSI: 0.434 Max BC CSI: 0.513 Max Web CSI: 0.894 Wgt: 200.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss B02 Truss Type COMN Qty 14 Ply 1 2475 05/12/2020 W1 W5(a) A B C D E F G H I J K L M NOPQ 5 12 3 12 3X4(A1) 2X4 3X6 3X4 3X4 3X6 1.5X3 6X10 5X6 5X8 1.5X3 3X6 3X4 3X4 4X6 3X3 2'13'8"19'8" SEAT PLATE REQ.SEAT PLATE REQ. 18'8"16'8" 15'8"9'6"10'2" 35'4" 4" 1'2"2' 4 " 8 8' 1 " 5 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1, W5 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 35.27 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. Left cantilever is exposed to wind Left bottom chord exposed to wind. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P 483 /-37 /- /698 /435 /286 Q 2099 /- /- /1188 /785 /- K 526 /- /- /337 /189 /- Wind reactions based on MWFRS P Brg Width = 8.0 Min Req = 1.5 Q Brg Width = 8.0 Min Req = 2.5 K Brg Width = - Min Req = - Bearings P & Q are a rigid surface. Bearings P & Q require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 190 -158 B - C 686 -546 C - D 864 -531 D - E 1010 -527 E - F 958 -361 Chords Tens. Comp. F - G 489 -649 G - H 294 -513 H - I 290 -624 I - J 608 -1018 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 168 -145 P - O 235 -301 O - N 726 -529 Chords Tens. Comp. N - M 596 -482 M - L 959 -521 L - K 19 -22 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - B 643 -392 B - O 534 -559 O - C 475 -632 C - N 1162 -733 E - N 467 -379 N - F 670 -1200 Webs Tens. Comp. F - M 1181 -646 M - G 513 -434 M - I 471 -418 I - L 177 -130 L - J 908 -482 K - J 374 -482 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.53 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.042 G 999 360 VERT(CL): 0.091 G 999 240 HORZ(LL): 0.020 K - - HORZ(TL): 0.042 K - - Creep Factor: 2.0 Max TC CSI: 0.434 Max BC CSI: 0.513 Max Web CSI: 0.894 Wgt: 200.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss B02 Truss Type COMN Qty 14 Ply 1 2475 05/12/2020 W1 W5(a) A B C D E F G H I J K L M NOPQ 5 12 3 12 3X4(A1) 2X4 3X6 3X4 3X4 3X6 1.5X3 6X10 5X6 5X8 1.5X3 3X6 3X4 3X4 4X6 3X3 2'13'8"19'8" SEAT PLATE REQ.SEAT PLATE REQ. 18'8"16'8" 15'8"9'6"10'2" 35'4" 4" 1'2"2' 4 " 8 8' 1 " 5 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1, W5 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 35.27 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Left bottom chord exposed to wind. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P 481 /-41 /- /698 /435 /286 Q 2106 /- /- /1190 /893 /- R 523 /- /- /335 /234 /- Wind reactions based on MWFRS P Brg Width = 8.0 Min Req = 1.5 Q Brg Width = 8.0 Min Req = 2.5 R Brg Width = 8.0 Min Req = 1.5 Bearings P, Q, & K are a rigid surface. Bearings P, Q, & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 194 -171 B - C 696 -552 C - D 872 -534 D - E 1018 -530 E - F 964 -362 Chords Tens. Comp. F - G 478 -633 G - H 287 -501 H - I 283 -606 I - J 599 -1016 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 181 -149 P - O 229 -301 O - N 732 -532 Chords Tens. Comp. N - M 599 -489 M - L 950 -504 L - K 24 -20 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - B 655 -392 B - O 545 -580 O - C 474 -630 C - N 1169 -739 E - N 472 -384 N - F 669 -1204 Webs Tens. Comp. F - M 1171 -639 M - G 503 -424 M - I 466 -423 I - L 165 -115 L - J 898 -464 K - J 375 -477 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.53 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.042 G 999 360 VERT(CL): 0.092 G 999 240 HORZ(LL): 0.019 K - - HORZ(TL): 0.042 K - - Creep Factor: 2.0 Max TC CSI: 0.438 Max BC CSI: 0.522 Max Web CSI: 0.907 Wgt: 201.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss B03 Truss Type COMN Qty 4 Ply 1 2484 05/12/2020 W1 W5(a) A B C D E F G H I J K L M NOPQ R 5 12 3 12 3X4(A1) 2X4 3X6 3X4 3X4 3X6 1.5X3 6X10 5X6 5X8 1.5X4 3X6 3X4 3X4 4X6 3X3(R) 2'13'4"20' SEAT PLATE REQ.SEAT PLATE REQ.SEAT PLATE REQ. 18'8"16'8" 15'8"9'6"10'2" 35'4" 4" 1'2"2' 4 " 8 8' 1 " 5 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1, W5 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 35.27 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Left bottom chord exposed to wind. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P 481 /-41 /- /698 /435 /286 Q 2106 /- /- /1190 /893 /- R 523 /- /- /335 /234 /- Wind reactions based on MWFRS P Brg Width = 8.0 Min Req = 1.5 Q Brg Width = 8.0 Min Req = 2.5 R Brg Width = 8.0 Min Req = 1.5 Bearings P, Q, & K are a rigid surface. Bearings P, Q, & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 194 -171 B - C 696 -552 C - D 872 -534 D - E 1018 -530 E - F 964 -362 Chords Tens. Comp. F - G 478 -633 G - H 287 -501 H - I 283 -606 I - J 599 -1016 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 181 -149 P - O 229 -301 O - N 732 -532 Chords Tens. Comp. N - M 599 -489 M - L 950 -504 L - K 24 -20 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - B 655 -392 B - O 545 -580 O - C 474 -630 C - N 1169 -739 E - N 472 -384 N - F 669 -1204 Webs Tens. Comp. F - M 1171 -639 M - G 503 -424 M - I 466 -423 I - L 165 -115 L - J 898 -464 K - J 375 -477 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.53 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.042 G 999 360 VERT(CL): 0.092 G 999 240 HORZ(LL): 0.019 K - - HORZ(TL): 0.042 K - - Creep Factor: 2.0 Max TC CSI: 0.438 Max BC CSI: 0.522 Max Web CSI: 0.907 Wgt: 201.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss B03 Truss Type COMN Qty 4 Ply 1 2484 05/12/2020 W1 W5(a) A B C D E F G H I J K L M NOPQ R 5 12 3 12 3X4(A1) 2X4 3X6 3X4 3X4 3X6 1.5X3 6X10 5X6 5X8 1.5X4 3X6 3X4 3X4 4X6 3X3(R) 2'13'4"20' SEAT PLATE REQ.SEAT PLATE REQ.SEAT PLATE REQ. 18'8"16'8" 15'8"9'6"10'2" 35'4" 4" 1'2"2' 4 " 8 8' 1 " 5 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 37.33 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. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 581 /- /- /650 /404 /284 N 1649 /- /- /1119 /696 /- K 898 /- /- /672 /391 /- Wind reactions based on MWFRS Q Brg Width = 8.0 Min Req = 1.5 N Brg Width = 8.0 Min Req = 1.9 K Brg Width = 8.0 Min Req = 1.5 Bearings Q, N, & K are a rigid surface. Bearings Q, N, & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 169 -114 B - C 681 -377 C - D 323 -275 D - E 467 -272 E - F 409 -140 Chords Tens. Comp. F - G 746 -898 G - H 487 -735 H - I 479 -892 I - J 131 -215 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - Q 124 -125 Q - P 272 -277 P - O 600 -444 O - N 600 -444 Chords Tens. Comp. N - M 362 -82 M - L 362 -82 L - K 334 -190 K - J 231 -114 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - B 698 -479 B - P 368 -509 P - C 470 -618 C - N 1077 -677 E - N 460 -366 Webs Tens. Comp. N - F 635 -882 F - L 1005 -729 L - G 654 -564 L - I 516 -192 I - K 740 -771 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.73 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): 0.030 G 999 360 VERT(CL): 0.063 G 999 240 HORZ(LL): 0.012 G - - HORZ(TL): 0.014 G - - Creep Factor: 2.0 Max TC CSI: 0.526 Max BC CSI: 0.506 Max Web CSI: 0.943 Wgt: 203.0 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss B04 Truss Type COMN Qty 1 Ply 1 2744 05/12/2020 W1 W1 (a)(a) A B C D E F G H I J KLMNOPQ 5 12 3X4(A1) 2X4 3X6 3X4 3X43X6 3X6 1.5X3 4X8 5X6 3X6 3X10 1.5X4 3X6 3X6 3X4 3X4(A1) 2'13'4"20'2' SEAT PLATE REQ.SEAT PLATE REQ.SEAT PLATE REQ. 18'8"18'8" 37'4" 4" 8' 1 " 5 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 37.33 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. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 581 /- /- /650 /404 /284 N 1649 /- /- /1119 /696 /- K 898 /- /- /672 /391 /- Wind reactions based on MWFRS Q Brg Width = 8.0 Min Req = 1.5 N Brg Width = 8.0 Min Req = 1.9 K Brg Width = 8.0 Min Req = 1.5 Bearings Q, N, & K are a rigid surface. Bearings Q, N, & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 169 -114 B - C 681 -377 C - D 323 -275 D - E 467 -272 E - F 409 -140 Chords Tens. Comp. F - G 746 -898 G - H 487 -735 H - I 479 -892 I - J 131 -215 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - Q 124 -125 Q - P 272 -277 P - O 600 -444 O - N 600 -444 Chords Tens. Comp. N - M 362 -82 M - L 362 -82 L - K 334 -190 K - J 231 -114 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - B 698 -479 B - P 368 -509 P - C 470 -618 C - N 1077 -677 E - N 460 -366 Webs Tens. Comp. N - F 635 -882 F - L 1005 -729 L - G 654 -564 L - I 516 -192 I - K 740 -771 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.73 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): 0.030 G 999 360 VERT(CL): 0.063 G 999 240 HORZ(LL): 0.012 G - - HORZ(TL): 0.014 G - - Creep Factor: 2.0 Max TC CSI: 0.526 Max BC CSI: 0.506 Max Web CSI: 0.943 Wgt: 203.0 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss B04 Truss Type COMN Qty 1 Ply 1 2744 05/12/2020 W1 W1 (a)(a) A B C D E F G H I J KLMNOPQ 5 12 3X4(A1) 2X4 3X6 3X4 3X43X6 3X6 1.5X3 4X8 5X6 3X6 3X10 1.5X4 3X6 3X6 3X4 3X4(A1) 2'13'4"20'2' SEAT PLATE REQ.SEAT PLATE REQ.SEAT PLATE REQ. 18'8"18'8" 37'4" 4" 8' 1 " 5 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 17.00 20.33 BC 75 0.00 37.33 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 R 1525 /- /- /945 /699 /258 K 1527 /- /- /945 /699 /- Wind reactions based on MWFRS R Brg Width = 8.0 Min Req = 1.8 K Brg Width = 8.0 Min Req = 1.8 Bearings R & K are a rigid surface. Bearings R & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 226 -253 B - C 1365 -2141 C - D 1225 -1771 D - E 1257 -1752 E - F 1261 -1538 Chords Tens. Comp. F - G 1257 -1754 G - H 1225 -1773 H - I 1365 -2145 I - J 221 -253 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 250 -193 R - Q 245 -261 Q - P 1938 -1139 P - O 1938 -1139 O - N 1538 -754 Chords Tens. Comp. N - M 1942 -1140 M - L 1942 -1140 L - K 244 -157 K - J 250 -187 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - B 1094 -1436 B - Q 1774 -1072 Q - C 314 -184 C - O 417 -537 E - O 356 -106 Webs Tens. Comp. F - N 356 -106 N - H 417 -541 H - L 314 -185 L - I 1778 -1072 I - K 1094 -1438 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.73 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): -0.118 E 999 360 VERT(CL): 0.293 N 999 240 HORZ(LL): -0.055 E - - HORZ(TL): 0.101 E - - Creep Factor: 2.0 Max TC CSI: 0.524 Max BC CSI: 0.544 Max Web CSI: 0.716 Wgt: 191.8 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss B05 Truss Type HIPS Qty 1 Ply 1 2493 05/12/2020 W1 W1 (a)(a) A B C D E F G H I J KLMNOPQR 5 12 3X4(A1) 4X4 3X6 4X6(R) 3X4 3X6 4X6 5X6 3X4 5X6 3X4 4X6 3X6 3X4 4X6(R) 3X6 4X4 3X4(A1) 2'33'4"2' SEAT PLATE REQ.SEAT PLATE REQ. 17'3'4"17' 37'4" 4" 7' 5 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 17.00 20.33 BC 75 0.00 37.33 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 R 1525 /- /- /945 /699 /258 K 1527 /- /- /945 /699 /- Wind reactions based on MWFRS R Brg Width = 8.0 Min Req = 1.8 K Brg Width = 8.0 Min Req = 1.8 Bearings R & K are a rigid surface. Bearings R & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 226 -253 B - C 1365 -2141 C - D 1225 -1771 D - E 1257 -1752 E - F 1261 -1538 Chords Tens. Comp. F - G 1257 -1754 G - H 1225 -1773 H - I 1365 -2145 I - J 221 -253 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 250 -193 R - Q 245 -261 Q - P 1938 -1139 P - O 1938 -1139 O - N 1538 -754 Chords Tens. Comp. N - M 1942 -1140 M - L 1942 -1140 L - K 244 -157 K - J 250 -187 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - B 1094 -1436 B - Q 1774 -1072 Q - C 314 -184 C - O 417 -537 E - O 356 -106 Webs Tens. Comp. F - N 356 -106 N - H 417 -541 H - L 314 -185 L - I 1778 -1072 I - K 1094 -1438 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.73 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): -0.118 E 999 360 VERT(CL): 0.293 N 999 240 HORZ(LL): -0.055 E - - HORZ(TL): 0.101 E - - Creep Factor: 2.0 Max TC CSI: 0.524 Max BC CSI: 0.544 Max Web CSI: 0.716 Wgt: 191.8 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss B05 Truss Type HIPS Qty 1 Ply 1 2493 05/12/2020 W1 W1 (a)(a) A B C D E F G H I J KLMNOPQR 5 12 3X4(A1) 4X4 3X6 4X6(R) 3X4 3X6 4X6 5X6 3X4 5X6 3X4 4X6 3X6 3X4 4X6(R) 3X6 4X4 3X4(A1) 2'33'4"2' SEAT PLATE REQ.SEAT PLATE REQ. 17'3'4"17' 37'4" 4" 7' 5 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.00 22.33 BC 75 0.00 37.33 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 R 1525 /- /- /953 /700 /228 K 1527 /- /- /953 /700 /- Wind reactions based on MWFRS R Brg Width = 8.0 Min Req = 1.8 K Brg Width = 8.0 Min Req = 1.8 Bearings R & K are a rigid surface. Bearings R & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 189 -258 B - C 1358 -2080 C - D 1324 -1892 D - E 1348 -1863 E - F 1358 -1675 Chords Tens. Comp. F - G 1346 -1861 G - H 1322 -1891 H - I 1358 -2085 I - J 185 -258 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 254 -157 R - Q 259 -257 Q - P 1882 -1132 P - O 1672 -909 O - N 1672 -909 Chords Tens. Comp. N - M 1672 -909 M - L 1886 -1133 L - K 258 -130 K - J 254 -153 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - B 1119 -1433 B - Q 1703 -1065 Q - C 299 -229 C - P 247 -232 E - P 361 -34 E - M 185 -180 Webs Tens. Comp. M - F 363 -46 M - H 248 -238 H - L 299 -228 L - I 1708 -1064 I - K 1119 -1436 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.73 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): 0.079 P 999 360 VERT(CL): 0.162 P 999 240 HORZ(LL): 0.027 K - - HORZ(TL): 0.057 K - - Creep Factor: 2.0 Max TC CSI: 0.335 Max BC CSI: 0.440 Max Web CSI: 0.651 Wgt: 197.4 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss B06 Truss Type HIPS Qty 1 Ply 1 2496 05/12/2020 W1 W1 (a) A B C D E F G H I J KLMNOPQR 5 12 3X4(A1) 4X4 3X6 4X6(R) 3X4 3X6 5X8 3X4 3X6 3X6 3X8 5X6 3X6 3X4 4X6(R) 3X6 4X4 3X4(A1) 2'33'4"2' SEAT PLATE REQ.SEAT PLATE REQ. 15'7'4"15' 37'4" 4" 6' 7 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.00 22.33 BC 75 0.00 37.33 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 R 1525 /- /- /953 /700 /228 K 1527 /- /- /953 /700 /- Wind reactions based on MWFRS R Brg Width = 8.0 Min Req = 1.8 K Brg Width = 8.0 Min Req = 1.8 Bearings R & K are a rigid surface. Bearings R & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 189 -258 B - C 1358 -2080 C - D 1324 -1892 D - E 1348 -1863 E - F 1358 -1675 Chords Tens. Comp. F - G 1346 -1861 G - H 1322 -1891 H - I 1358 -2085 I - J 185 -258 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 254 -157 R - Q 259 -257 Q - P 1882 -1132 P - O 1672 -909 O - N 1672 -909 Chords Tens. Comp. N - M 1672 -909 M - L 1886 -1133 L - K 258 -130 K - J 254 -153 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - B 1119 -1433 B - Q 1703 -1065 Q - C 299 -229 C - P 247 -232 E - P 361 -34 E - M 185 -180 Webs Tens. Comp. M - F 363 -46 M - H 248 -238 H - L 299 -228 L - I 1708 -1064 I - K 1119 -1436 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.73 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): 0.079 P 999 360 VERT(CL): 0.162 P 999 240 HORZ(LL): 0.027 K - - HORZ(TL): 0.057 K - - Creep Factor: 2.0 Max TC CSI: 0.335 Max BC CSI: 0.440 Max Web CSI: 0.651 Wgt: 197.4 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss B06 Truss Type HIPS Qty 1 Ply 1 2496 05/12/2020 W1 W1 (a) A B C D E F G H I J KLMNOPQR 5 12 3X4(A1) 4X4 3X6 4X6(R) 3X4 3X6 5X8 3X4 3X6 3X6 3X8 5X6 3X6 3X4 4X6(R) 3X6 4X4 3X4(A1) 2'33'4"2' SEAT PLATE REQ.SEAT PLATE REQ. 15'7'4"15' 37'4" 4" 6' 7 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.00 24.33 BC 75 0.00 37.33 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 R 1528 /- /- /956 /702 /197 J 1528 /- /- /956 /702 /- Wind reactions based on MWFRS R Brg Width = 8.0 Min Req = 1.8 J Brg Width = 8.0 Min Req = 1.8 Bearings R & J are a rigid surface. Bearings R & J require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 206 -271 B - C 1314 -1968 C - D 1415 -1996 D - E 1532 -1999 Chords Tens. Comp. E - F 1532 -1999 F - G 1415 -1996 G - H 1314 -1968 H - I 203 -270 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 269 -173 R - Q 205 -206 Q - P 1805 -1121 P - O 1774 -1013 O - N 1774 -1013 Chords Tens. Comp. N - M 1774 -1013 M - L 1774 -1013 L - K 1805 -1121 K - J 205 -130 J - I 269 -170 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - B 1113 -1449 B - Q 1682 -1068 Q - C 357 -345 C - P 193 -87 D - P 258 -17 D - N 321 -253 E - N 351 -338 Webs Tens. Comp. N - F 321 -253 F - L 258 -17 L - G 193 -87 G - K 357 -345 K - H 1682 -1068 H - J 1113 -1449 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.73 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): 0.089 E 999 360 VERT(CL): 0.182 E 999 240 HORZ(LL): 0.029 J - - HORZ(TL): 0.060 J - - Creep Factor: 2.0 Max TC CSI: 0.282 Max BC CSI: 0.366 Max Web CSI: 0.641 Wgt: 205.8 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss B07 Truss Type HIPS Qty 1 Ply 1 2499 05/12/2020 W1 W1A B C D E F G H I JKLMNOPQR 5 12 3X4(A1) 4X4 3X6 4X6(R) 3X4 6X6 3X4 3X6 1.5X3 3X8 3X6 6X6 3X4 3X4 4X6(R) 3X6 4X4 3X4(A1) 2'33'4"2' SEAT PLATE REQ.SEAT PLATE REQ. 13'11'4"13' 37'4" 4" 5' 9 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.00 24.33 BC 75 0.00 37.33 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 R 1528 /- /- /956 /702 /197 J 1528 /- /- /956 /702 /- Wind reactions based on MWFRS R Brg Width = 8.0 Min Req = 1.8 J Brg Width = 8.0 Min Req = 1.8 Bearings R & J are a rigid surface. Bearings R & J require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 206 -271 B - C 1314 -1968 C - D 1415 -1996 D - E 1532 -1999 Chords Tens. Comp. E - F 1532 -1999 F - G 1415 -1996 G - H 1314 -1968 H - I 203 -270 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 269 -173 R - Q 205 -206 Q - P 1805 -1121 P - O 1774 -1013 O - N 1774 -1013 Chords Tens. Comp. N - M 1774 -1013 M - L 1774 -1013 L - K 1805 -1121 K - J 205 -130 J - I 269 -170 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - B 1113 -1449 B - Q 1682 -1068 Q - C 357 -345 C - P 193 -87 D - P 258 -17 D - N 321 -253 E - N 351 -338 Webs Tens. Comp. N - F 321 -253 F - L 258 -17 L - G 193 -87 G - K 357 -345 K - H 1682 -1068 H - J 1113 -1449 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.73 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): 0.089 E 999 360 VERT(CL): 0.182 E 999 240 HORZ(LL): 0.029 J - - HORZ(TL): 0.060 J - - Creep Factor: 2.0 Max TC CSI: 0.282 Max BC CSI: 0.366 Max Web CSI: 0.641 Wgt: 205.8 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss B07 Truss Type HIPS Qty 1 Ply 1 2499 05/12/2020 W1 W1A B C D E F G H I JKLMNOPQR 5 12 3X4(A1) 4X4 3X6 4X6(R) 3X4 6X6 3X4 3X6 1.5X3 3X8 3X6 6X6 3X4 3X4 4X6(R) 3X6 4X4 3X4(A1) 2'33'4"2' SEAT PLATE REQ.SEAT PLATE REQ. 13'11'4"13' 37'4" 4" 5' 9 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 26.33 BC 75 0.00 37.33 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 Q 1528 /- /- /957 /920 /167 J 1528 /- /- /957 /920 /- Wind reactions based on MWFRS Q Brg Width = 8.0 Min Req = 1.8 J Brg Width = 8.0 Min Req = 1.8 Bearings Q & J are a rigid surface. Bearings Q & J require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 151 -310 B - C 175 -277 C - D 1407 -2008 D - E 1729 -2335 Chords Tens. Comp. E - F 1729 -2335 F - G 1407 -2008 G - H 175 -277 H - I 151 -310 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 300 -127 P - O 1486 -984 O - N 1803 -1054 N - M 1803 -1054 Chords Tens. Comp. M - L 1803 -1054 L - K 1803 -1054 K - J 1486 -985 J - I 300 -127 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 292 -196 P - C 1476 -1938 C - O 382 -187 D - O 204 0 D - M 637 -476 E - M 518 -502 Webs Tens. Comp. M - F 637 -476 F - K 204 0 K - G 382 -187 G - J 1476 -1938 J - H 292 -196 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.73 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): -0.111 E 999 360 VERT(CL): 0.216 E 999 240 HORZ(LL): 0.034 J - - HORZ(TL): 0.070 J - - Creep Factor: 2.0 Max TC CSI: 0.478 Max BC CSI: 0.493 Max Web CSI: 0.708 Wgt: 193.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss B08 Truss Type HIPS Qty 1 Ply 1 2502 05/12/2020 W1 W1A B C D E F G H I JKLMNOPQ 5 12 3X4(A1) 1.5X3 4X6 3X4 5X8 3X4 3X6 1.5X4 3X8 3X6 5X8 3X4 3X4 4X6 1.5X3 3X4(A1) 2'33'4"2' SEAT PLATE REQ.SEAT PLATE REQ. 11'15'4"11' 37'4" 4" 4' 1 1 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 26.33 BC 75 0.00 37.33 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 Q 1528 /- /- /957 /920 /167 J 1528 /- /- /957 /920 /- Wind reactions based on MWFRS Q Brg Width = 8.0 Min Req = 1.8 J Brg Width = 8.0 Min Req = 1.8 Bearings Q & J are a rigid surface. Bearings Q & J require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 151 -310 B - C 175 -277 C - D 1407 -2008 D - E 1729 -2335 Chords Tens. Comp. E - F 1729 -2335 F - G 1407 -2008 G - H 175 -277 H - I 151 -310 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 300 -127 P - O 1486 -984 O - N 1803 -1054 N - M 1803 -1054 Chords Tens. Comp. M - L 1803 -1054 L - K 1803 -1054 K - J 1486 -985 J - I 300 -127 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 292 -196 P - C 1476 -1938 C - O 382 -187 D - O 204 0 D - M 637 -476 E - M 518 -502 Webs Tens. Comp. M - F 637 -476 F - K 204 0 K - G 382 -187 G - J 1476 -1938 J - H 292 -196 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.73 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): -0.111 E 999 360 VERT(CL): 0.216 E 999 240 HORZ(LL): 0.034 J - - HORZ(TL): 0.070 J - - Creep Factor: 2.0 Max TC CSI: 0.478 Max BC CSI: 0.493 Max Web CSI: 0.708 Wgt: 193.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss B08 Truss Type HIPS Qty 1 Ply 1 2502 05/12/2020 W1 W1A B C D E F G H I JKLMNOPQ 5 12 3X4(A1) 1.5X3 4X6 3X4 5X8 3X4 3X6 1.5X4 3X8 3X6 5X8 3X4 3X4 4X6 1.5X3 3X4(A1) 2'33'4"2' SEAT PLATE REQ.SEAT PLATE REQ. 11'15'4"11' 37'4" 4" 4' 1 1 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 :T2, T3 2x6 SP 2400f-2.0E: Bot chord 2x6 SP 2400f-2.0E Webs 2x4 SP #3 :W1 2x8 SP 2400f-1.8E: :W2, W4 2x4 SP M-30: Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at 0.00 to 62 plf at 9.00 TC: From 31 plf at 9.00 to 31 plf at 28.33 TC: From 62 plf at 28.33 to 62 plf at 37.33 BC: From 20 plf at 0.00 to 20 plf at 9.03 BC: From 10 plf at 9.03 to 10 plf at 28.30 BC: From 20 plf at 28.30 to 20 plf at 37.33 TC: 298 lb Conc. Load at 9.03,28.30 TC: 174 lb Conc. Load at 11.06,13.06,15.06,17.06 18.67,20.27,22.27,24.27,26.27 BC: 288 lb Conc. Load at 9.03,28.30 BC: 107 lb Conc. Load at 11.06,13.06,15.06,17.06 18.67,20.27,22.27,24.27,26.27 Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.00 28.33 BC 47 0.00 37.33 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 P 2986 /- /- /- /2631 /- I 2986 /- /- /- /2631 /- Wind reactions based on MWFRS P Brg Width = 8.0 Min Req = 2.5 I Brg Width = 8.0 Min Req = 2.5 Bearings P & I are a rigid surface. Bearings P & I require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 238 -347 B - C 4610 -4999 C - D 6147 -6839 D - E 6145 -6837 Chords Tens. Comp. E - F 4182 -4531 F - G 4635 -5026 G - H 242 -351 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 342 -223 P - O 980 -838 O - N 4569 -4215 N - M 6816 -6130 M - L 6816 -6130 Chords Tens. Comp. L - K 6816 -6130 K - J 6816 -6130 J - I 983 -841 I - H 346 -227 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - B 2631 -2822 B - O 3680 -3401 O - C 282 -221 C - N 2692 -2276 D - N 1184 -920 N - E 30 -17 Webs Tens. Comp. E - K 488 -13 E - J 2279 -2689 F - J 1202 -918 J - G 3701 -3419 G - I 2627 -2817 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.73 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.393 D 998 360 VERT(CL): 0.476 K 823 240 HORZ(LL): -0.081 I - - HORZ(TL): 0.098 I - - Creep Factor: 2.0 Max TC CSI: 0.771 Max BC CSI: 0.981 Max Web CSI: 0.770 Wgt: 228.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss B09G Truss Type HIPS Qty 1 Ply 1 2562 05/12/2020 T2 T3 W1 W2 W4 W2 W1 (a) (a)(a) (a) A B C D E F G H IJKLMNOP 5 12 3X4(A1) 4X10 5X8(**) 6X6 H0710 3X8 5X10 H0510 H0510 H0714 3X3 H0510 6X10 5X8 4X10(**) 3X4(A1) 2'33'4"2' SEAT PLATE REQ.SEAT PLATE REQ. 9'19'4"9' 37'4" 4" 4' 1 " 9'0"6 298# 2'0"6174# 2' 174# 2' 174# 2' 174# 1'7"4174#1'7"4 174# 2' 174# 2' 174# 2' 174#2'0"6 298# 288# 107# 107# 107# 107# 107# 107# 107# 107# 107# 288# 9'0"6 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 :T2, T3 2x6 SP 2400f-2.0E: Bot chord 2x6 SP 2400f-2.0E Webs 2x4 SP #3 :W1 2x8 SP 2400f-1.8E: :W2, W4 2x4 SP M-30: Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at 0.00 to 62 plf at 9.00 TC: From 31 plf at 9.00 to 31 plf at 28.33 TC: From 62 plf at 28.33 to 62 plf at 37.33 BC: From 20 plf at 0.00 to 20 plf at 9.03 BC: From 10 plf at 9.03 to 10 plf at 28.30 BC: From 20 plf at 28.30 to 20 plf at 37.33 TC: 298 lb Conc. Load at 9.03,28.30 TC: 174 lb Conc. Load at 11.06,13.06,15.06,17.06 18.67,20.27,22.27,24.27,26.27 BC: 288 lb Conc. Load at 9.03,28.30 BC: 107 lb Conc. Load at 11.06,13.06,15.06,17.06 18.67,20.27,22.27,24.27,26.27 Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.00 28.33 BC 47 0.00 37.33 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 P 2986 /- /- /- /2631 /- I 2986 /- /- /- /2631 /- Wind reactions based on MWFRS P Brg Width = 8.0 Min Req = 2.5 I Brg Width = 8.0 Min Req = 2.5 Bearings P & I are a rigid surface. Bearings P & I require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 238 -347 B - C 4610 -4999 C - D 6147 -6839 D - E 6145 -6837 Chords Tens. Comp. E - F 4182 -4531 F - G 4635 -5026 G - H 242 -351 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 342 -223 P - O 980 -838 O - N 4569 -4215 N - M 6816 -6130 M - L 6816 -6130 Chords Tens. Comp. L - K 6816 -6130 K - J 6816 -6130 J - I 983 -841 I - H 346 -227 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - B 2631 -2822 B - O 3680 -3401 O - C 282 -221 C - N 2692 -2276 D - N 1184 -920 N - E 30 -17 Webs Tens. Comp. E - K 488 -13 E - J 2279 -2689 F - J 1202 -918 J - G 3701 -3419 G - I 2627 -2817 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.73 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.393 D 998 360 VERT(CL): 0.476 K 823 240 HORZ(LL): -0.081 I - - HORZ(TL): 0.098 I - - Creep Factor: 2.0 Max TC CSI: 0.771 Max BC CSI: 0.981 Max Web CSI: 0.770 Wgt: 228.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss B09G Truss Type HIPS Qty 1 Ply 1 2562 05/12/2020 T2 T3 W1 W2 W4 W2 W1 (a) (a)(a) (a) A B C D E F G H IJKLMNOP 5 12 3X4(A1) 4X10 5X8(**) 6X6 H0710 3X8 5X10 H0510 H0510 H0714 3X3 H0510 6X10 5X8 4X10(**) 3X4(A1) 2'33'4"2' SEAT PLATE REQ.SEAT PLATE REQ. 9'19'4"9' 37'4" 4" 4' 1 " 9'0"6 298# 2'0"6174# 2' 174# 2' 174# 2' 174# 1'7"4174#1'7"4 174# 2' 174# 2' 174# 2' 174#2'0"6 298# 288# 107# 107# 107# 107# 107# 107# 107# 107# 107# 288# 9'0"6 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 :T2 2x4 SP 2400f-2.0E: Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: :W5 2x4 SP M-30: Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at 0.00 to 62 plf at 9.00 TC: From 31 plf at 9.00 to 31 plf at 21.94 BC: From 20 plf at 0.00 to 20 plf at 9.03 BC: From 10 plf at 9.03 to 10 plf at 21.94 TC: 298 lb Conc. Load at 9.03 TC: 174 lb Conc. Load at 11.06,13.06,15.06,17.06 19.06,21.06 BC: 288 lb Conc. Load at 9.03 BC: 107 lb Conc. Load at 11.06,13.06,15.06,17.06 19.06,21.06 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 9.00 21.94 BC 56 0.00 21.94 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 J 1720 /- /- /- /1568 /- F 1825 /- /- /- /1640 /- Wind reactions based on MWFRS J Brg Width = 8.0 Min Req = 2.0 F Brg Width = - Min Req = - Bearing J is a rigid surface. Bearing J requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 126 -115 B - C 2460 -2527 Chords Tens. Comp. C - D 2101 -2294 D - E 2100 -2293 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 123 -82 J - I 366 -280 I - H 2263 -2194 Chords Tens. Comp. H - G 2263 -2194 G - F 24 -19 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - B 1626 -1623 B - I 1988 -1941 C - I 189 -20 C - G 109 0 Webs Tens. Comp. D - G 1164 -876 G - E 2631 -2412 E - F 1638 -1650 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 13.00 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.110 D 999 360 VERT(CL): 0.126 D 999 240 HORZ(LL): -0.020 F - - HORZ(TL): 0.024 C - - Creep Factor: 2.0 Max TC CSI: 0.837 Max BC CSI: 0.943 Max Web CSI: 0.757 Wgt: 112.7 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss C01G Truss Type COMN Qty 1 Ply 1 2565 05/12/2020 T2 W1 W5 (a) (a) A B C D E FGHIJ 5 12 2X4(A1) 3X6 4X6 5X8 5X6(R)H0308 4X4 5X10 6X6 3X6 2'19'11"4 SEAT PLATE REQ. 9'12'11"4 21'11"4 4" 4' 1 " 9'0"6 298# 2'0"6 174# 2' 174# 2' 174# 2' 174# 2' 174# 2' 174# 288#107#107#107#107#107#107# 10"8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 :T2 2x4 SP 2400f-2.0E: Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: :W5 2x4 SP M-30: Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at 0.00 to 62 plf at 9.00 TC: From 31 plf at 9.00 to 31 plf at 21.94 BC: From 20 plf at 0.00 to 20 plf at 9.03 BC: From 10 plf at 9.03 to 10 plf at 21.94 TC: 298 lb Conc. Load at 9.03 TC: 174 lb Conc. Load at 11.06,13.06,15.06,17.06 19.06,21.06 BC: 288 lb Conc. Load at 9.03 BC: 107 lb Conc. Load at 11.06,13.06,15.06,17.06 19.06,21.06 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 9.00 21.94 BC 56 0.00 21.94 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 J 1720 /- /- /- /1568 /- F 1825 /- /- /- /1640 /- Wind reactions based on MWFRS J Brg Width = 8.0 Min Req = 2.0 F Brg Width = - Min Req = - Bearing J is a rigid surface. Bearing J requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 126 -115 B - C 2460 -2527 Chords Tens. Comp. C - D 2101 -2294 D - E 2100 -2293 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 123 -82 J - I 366 -280 I - H 2263 -2194 Chords Tens. Comp. H - G 2263 -2194 G - F 24 -19 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - B 1626 -1623 B - I 1988 -1941 C - I 189 -20 C - G 109 0 Webs Tens. Comp. D - G 1164 -876 G - E 2631 -2412 E - F 1638 -1650 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 13.00 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.110 D 999 360 VERT(CL): 0.126 D 999 240 HORZ(LL): -0.020 F - - HORZ(TL): 0.024 C - - Creep Factor: 2.0 Max TC CSI: 0.837 Max BC CSI: 0.943 Max Web CSI: 0.757 Wgt: 112.7 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss C01G Truss Type COMN Qty 1 Ply 1 2565 05/12/2020 T2 W1 W5 (a) (a) A B C D E FGHIJ 5 12 2X4(A1) 3X6 4X6 5X8 5X6(R)H0308 4X4 5X10 6X6 3X6 2'19'11"4 SEAT PLATE REQ. 9'12'11"4 21'11"4 4" 4' 1 " 9'0"6 298# 2'0"6 174# 2' 174# 2' 174# 2' 174# 2' 174# 2' 174# 288#107#107#107#107#107#107# 10"8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP 2400f-2.0E :T2 2x4 SP M-30: Bot chord 2x4 SP 2400f-2.0E Webs 2x4 SP #3 :W1 2x6 SP #2: Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 21.94 BC 103 0.00 21.94 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 J 1002 /- /- /675 /641 /359 G 795 /- /- /425 /611 /- Wind reactions based on MWFRS J Brg Width = 8.0 Min Req = 1.5 G Brg Width = - Min Req = - Bearing J is a rigid surface. Bearing J requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 533 -842 B - C 748 -1040 C - D 645 -1010 Chords Tens. Comp. D - E 686 -892 E - F 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 872 -532 J - I 835 -856 Chords Tens. Comp. I - H 666 -587 H - G 666 -587 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 663 -750 C - I 225 -61 D - I 207 -41 Webs Tens. Comp. I - E 373 -139 E - G 769 -873 F - G 165 -136 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): -0.156 J 179 360 VERT(CL): 0.280 J 99 240 HORZ(LL): 0.068 B - - HORZ(TL): 0.123 B - - Creep Factor: 2.0 Max TC CSI: 0.621 Max BC CSI: 0.973 Max Web CSI: 0.840 Wgt: 111.3 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss C02 Truss Type COMN Qty 1 Ply 1 2633 05/12/2020 T2 W1A B C D E F GHIJ 5 12 2X4(A1) 1.5X4 2X4 1.5X3 5X6 3X8 3X6 3X4 1.5X4 3X6(R) 2'19'11"4 SEAT PLATE REQ. 11'10'11"4 21'11"4 4" 4' 1 1 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-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 :T2 2x4 SP M-30: Bot chord 2x4 SP 2400f-2.0E Webs 2x4 SP #3 :W1 2x6 SP #2: Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 21.94 BC 103 0.00 21.94 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 J 1002 /- /- /675 /641 /359 G 795 /- /- /425 /611 /- Wind reactions based on MWFRS J Brg Width = 8.0 Min Req = 1.5 G Brg Width = - Min Req = - Bearing J is a rigid surface. Bearing J requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 533 -842 B - C 748 -1040 C - D 645 -1010 Chords Tens. Comp. D - E 686 -892 E - F 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 872 -532 J - I 835 -856 Chords Tens. Comp. I - H 666 -587 H - G 666 -587 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 663 -750 C - I 225 -61 D - I 207 -41 Webs Tens. Comp. I - E 373 -139 E - G 769 -873 F - G 165 -136 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): -0.156 J 179 360 VERT(CL): 0.280 J 99 240 HORZ(LL): 0.068 B - - HORZ(TL): 0.123 B - - Creep Factor: 2.0 Max TC CSI: 0.621 Max BC CSI: 0.973 Max Web CSI: 0.840 Wgt: 111.3 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss C02 Truss Type COMN Qty 1 Ply 1 2633 05/12/2020 T2 W1A B C D E F GHIJ 5 12 2X4(A1) 1.5X4 2X4 1.5X3 5X6 3X8 3X6 3X4 1.5X4 3X6(R) 2'19'11"4 SEAT PLATE REQ. 11'10'11"4 21'11"4 4" 4' 1 1 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.00 21.94 BC 75 0.00 21.94 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. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 1014 /- /- /692 /365 /301 G 784 /- /- /429 /509 /- Wind reactions based on MWFRS K Brg Width = 8.0 Min Req = 1.5 G Brg Width = - Min Req = - Bearing K is a rigid surface. Bearing K requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 116 -344 B - C 136 -312 C - D 524 -880 Chords Tens. Comp. D - E 576 -742 E - F 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 331 -96 J - I 902 -870 Chords Tens. Comp. I - H 902 -870 H - G 496 -415 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 292 -205 J - C 877 -1112 C - H 318 -175 D - H 207 -26 Webs Tens. Comp. H - E 399 -258 E - G 656 -783 F - G 140 -112 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.019 D 999 360 VERT(CL): 0.040 D 999 240 HORZ(LL): -0.009 G - - HORZ(TL): 0.019 G - - Creep Factor: 2.0 Max TC CSI: 0.241 Max BC CSI: 0.604 Max Web CSI: 0.731 Wgt: 122.5 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss C03 Truss Type COMN Qty 1 Ply 1 2636 05/12/2020 W1A B C D E F GHIJK 5 12 2X4(A1) 1.5X3 3X6 3X4 3X6 5X6 3X8 3X4 1.5X4 3X6(R) 2'19'11"4 SEAT PLATE REQ. 13'8'11"4 21'11"4 4" 5' 9 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.00 21.94 BC 75 0.00 21.94 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. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 1014 /- /- /692 /365 /301 G 784 /- /- /429 /509 /- Wind reactions based on MWFRS K Brg Width = 8.0 Min Req = 1.5 G Brg Width = - Min Req = - Bearing K is a rigid surface. Bearing K requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 116 -344 B - C 136 -312 C - D 524 -880 Chords Tens. Comp. D - E 576 -742 E - F 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 331 -96 J - I 902 -870 Chords Tens. Comp. I - H 902 -870 H - G 496 -415 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 292 -205 J - C 877 -1112 C - H 318 -175 D - H 207 -26 Webs Tens. Comp. H - E 399 -258 E - G 656 -783 F - G 140 -112 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.019 D 999 360 VERT(CL): 0.040 D 999 240 HORZ(LL): -0.009 G - - HORZ(TL): 0.019 G - - Creep Factor: 2.0 Max TC CSI: 0.241 Max BC CSI: 0.604 Max Web CSI: 0.731 Wgt: 122.5 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss C03 Truss Type COMN Qty 1 Ply 1 2636 05/12/2020 W1A B C D E F GHIJK 5 12 2X4(A1) 1.5X3 3X6 3X4 3X6 5X6 3X8 3X4 1.5X4 3X6(R) 2'19'11"4 SEAT PLATE REQ. 13'8'11"4 21'11"4 4" 5' 9 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.00 21.94 BC 107 0.00 21.94 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. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 1012 /- /- /698 /351 /348 G 783 /- /- /445 /482 /- Wind reactions based on MWFRS K Brg Width = 8.0 Min Req = 1.5 G Brg Width = - Min Req = - Bearing K is a rigid surface. Bearing K requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 77 -390 B - C 100 -358 C - D 352 -738 Chords Tens. Comp. D - E 376 -698 E - F 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 373 -61 J - I 940 -924 Chords Tens. Comp. I - H 940 -924 H - G 585 -444 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 285 -193 J - C 929 -1065 C - H 520 -385 Webs Tens. Comp. E - H 493 -88 E - G 600 -789 F - G 248 -213 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.023 C 999 360 VERT(CL): 0.048 C 999 240 HORZ(LL): -0.010 G - - HORZ(TL): 0.021 G - - Creep Factor: 2.0 Max TC CSI: 0.506 Max BC CSI: 0.982 Max Web CSI: 0.791 Wgt: 115.5 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss C04 Truss Type COMN Qty 1 Ply 1 2639 05/12/2020 W1 (a) (a) A B C D E F GHIJK 5 12 2X4(A1) 1.5X3 3X6 3X4 3X6 3X6 5X6 3X4 3X6 3X6(R) 2'19'11"4 SEAT PLATE REQ. 15'6'11"4 21'11"4 4" 6' 7 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.00 21.94 BC 107 0.00 21.94 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. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 1012 /- /- /698 /351 /348 G 783 /- /- /445 /482 /- Wind reactions based on MWFRS K Brg Width = 8.0 Min Req = 1.5 G Brg Width = - Min Req = - Bearing K is a rigid surface. Bearing K requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 77 -390 B - C 100 -358 C - D 352 -738 Chords Tens. Comp. D - E 376 -698 E - F 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 373 -61 J - I 940 -924 Chords Tens. Comp. I - H 940 -924 H - G 585 -444 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 285 -193 J - C 929 -1065 C - H 520 -385 Webs Tens. Comp. E - H 493 -88 E - G 600 -789 F - G 248 -213 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.023 C 999 360 VERT(CL): 0.048 C 999 240 HORZ(LL): -0.010 G - - HORZ(TL): 0.021 G - - Creep Factor: 2.0 Max TC CSI: 0.506 Max BC CSI: 0.982 Max Web CSI: 0.791 Wgt: 115.5 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss C04 Truss Type COMN Qty 1 Ply 1 2639 05/12/2020 W1 (a) (a) A B C D E F GHIJK 5 12 2X4(A1) 1.5X3 3X6 3X4 3X6 3X6 5X6 3X4 3X6 3X6(R) 2'19'11"4 SEAT PLATE REQ. 15'6'11"4 21'11"4 4" 6' 7 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 17.00 20.33 BC 75 0.00 21.94 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 K 1000 /- /- /686 /343 /359 G 794 /- /- /443 /400 /- Wind reactions based on MWFRS K Brg Width = 8.0 Min Req = 1.5 G Brg Width = - Min Req = - Bearing K is a rigid surface. Bearing K requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 160 -271 B - C 583 -1155 C - D 336 -580 Chords Tens. Comp. D - E 419 -442 E - F 38 -19 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 264 -128 K - J 211 -518 J - I 1000 -824 Chords Tens. Comp. I - H 1000 -824 H - G 161 -135 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - B 691 -899 B - J 866 -393 J - C 201 0 C - H 508 -615 Webs Tens. Comp. D - H 354 -212 H - E 687 -549 E - G 613 -734 F - G 73 -49 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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 C 999 360 VERT(CL): 0.055 C 999 240 HORZ(LL): -0.009 C - - HORZ(TL): 0.014 G - - Creep Factor: 2.0 Max TC CSI: 0.366 Max BC CSI: 0.374 Max Web CSI: 0.733 Wgt: 136.5 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss C05 Truss Type COMN Qty 1 Ply 1 2654 05/12/2020 W1 (a) A B C D E F GHIJK 5 12 2X4(A1) 2X4 3X6 3X4 5X6 3X6 5X6 3X8 5X6 1.5X3 3X6(R) 2'19'11"4 SEAT PLATE REQ. 17'3'4"1'7"4 21'11"4 4" 6' 9 " 7' 5 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 17.00 20.33 BC 75 0.00 21.94 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 K 1000 /- /- /686 /343 /359 G 794 /- /- /443 /400 /- Wind reactions based on MWFRS K Brg Width = 8.0 Min Req = 1.5 G Brg Width = - Min Req = - Bearing K is a rigid surface. Bearing K requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 160 -271 B - C 583 -1155 C - D 336 -580 Chords Tens. Comp. D - E 419 -442 E - F 38 -19 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 264 -128 K - J 211 -518 J - I 1000 -824 Chords Tens. Comp. I - H 1000 -824 H - G 161 -135 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - B 691 -899 B - J 866 -393 J - C 201 0 C - H 508 -615 Webs Tens. Comp. D - H 354 -212 H - E 687 -549 E - G 613 -734 F - G 73 -49 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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 C 999 360 VERT(CL): 0.055 C 999 240 HORZ(LL): -0.009 C - - HORZ(TL): 0.014 G - - Creep Factor: 2.0 Max TC CSI: 0.366 Max BC CSI: 0.374 Max Web CSI: 0.733 Wgt: 136.5 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss C05 Truss Type COMN Qty 1 Ply 1 2654 05/12/2020 W1 (a) A B C D E F GHIJK 5 12 2X4(A1) 2X4 3X6 3X4 5X6 3X6 5X6 3X8 5X6 1.5X3 3X6(R) 2'19'11"4 SEAT PLATE REQ. 17'3'4"1'7"4 21'11"4 4" 6' 9 " 7' 5 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 109 0.00 19.94 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. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 812 /- /- /487 /289 /312 F 818 /- /- /452 /404 /- Wind reactions based on MWFRS I Brg Width = 8.0 Min Req = 1.5 F Brg Width = - Min Req = - Bearing I is a rigid surface. Bearing I requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 205 -205 B - C 546 -948 Chords Tens. Comp. C - D 577 -920 D - E 72 -38 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 1035 -854 H - G 271 -221 Chords Tens. Comp. G - F 271 -221 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 300 -241 I - B 506 -1032 B - H 620 -495 Webs Tens. Comp. H - D 818 -490 D - F 571 -701 E - F 153 -100 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.033 B 999 360 VERT(CL): 0.067 B 999 240 HORZ(LL): 0.009 F - - HORZ(TL): 0.018 F - - Creep Factor: 2.0 Max TC CSI: 0.608 Max BC CSI: 0.989 Max Web CSI: 0.911 Wgt: 117.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss C06 Truss Type COMN Qty 3 Ply 1 2520 05/12/2020 (a) (a) A B C D E FGHI 5 12 2X4 3X6(R) 3X4 3X4 3X4 3X4 4X4 1.5X3 3X6(R) 19'11"4 SEAT PLATE REQ. 16'8"3'3"4 1' 2 " 6' 9 " 8' 1 " 5 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 109 0.00 19.94 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. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 812 /- /- /487 /289 /312 F 818 /- /- /452 /404 /- Wind reactions based on MWFRS I Brg Width = 8.0 Min Req = 1.5 F Brg Width = - Min Req = - Bearing I is a rigid surface. Bearing I requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 205 -205 B - C 546 -948 Chords Tens. Comp. C - D 577 -920 D - E 72 -38 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 1035 -854 H - G 271 -221 Chords Tens. Comp. G - F 271 -221 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 300 -241 I - B 506 -1032 B - H 620 -495 Webs Tens. Comp. H - D 818 -490 D - F 571 -701 E - F 153 -100 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.033 B 999 360 VERT(CL): 0.067 B 999 240 HORZ(LL): 0.009 F - - HORZ(TL): 0.018 F - - Creep Factor: 2.0 Max TC CSI: 0.608 Max BC CSI: 0.989 Max Web CSI: 0.911 Wgt: 117.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss C06 Truss Type COMN Qty 3 Ply 1 2520 05/12/2020 (a) (a) A B C D E FGHI 5 12 2X4 3X6(R) 3X4 3X4 3X4 3X4 4X4 1.5X3 3X6(R) 19'11"4 SEAT PLATE REQ. 16'8"3'3"4 1' 2 " 6' 9 " 8' 1 " 5 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x8 SP 2400f-1.8E Webs 2x4 SP #3 :W1, W11 2x8 SP 2400f-1.8E: :W2, W7, W10 2x4 SP M-30: Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at 0.00 to 62 plf at 9.23 TC: From 31 plf at 9.23 to 31 plf at 15.27 TC: From 62 plf at 15.27 to 62 plf at 24.67 BC: From 20 plf at 0.00 to 20 plf at 9.06 BC: From 10 plf at 9.06 to 10 plf at 24.67 BC: 1825 lb Conc. Load at 9.06 BC: 795 lb Conc. Load at 11.06 BC: 784 lb Conc. Load at 13.06 BC: 783 lb Conc. Load at 15.06 BC: 794 lb Conc. Load at 17.06 BC: 818 lb Conc. Load at 18.60,20.60,22.60 Plating Notes (++) - This plate works for both joints covered. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.27 24.67 BC 53 0.00 24.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. 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 O 4174 /- /- /- /3057 /- P 4936 /- /- /- /3116 /- Wind reactions based on MWFRS O Brg Width = 8.0 Min Req = 3.5 P Brg Width = 8.0 Min Req = 4.1 Bearings O & P are a rigid surface. Bearings O & P require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 303 -517 B - C 4936 -6699 C - D 5006 -6970 D - E 4944 -6913 Chords Tens. Comp. E - F 3421 -5095 F - G 2161 -3395 G - H 2161 -3395 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 495 -273 O - N 1452 -1020 N - M 6174 -4528 M - L 6269 -4472 Chords Tens. Comp. L - K 6269 -4472 K - J 4681 -3133 J - I 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - B 2995 -3924 B - N 4852 -3577 N - C 327 -501 C - M 369 -53 M - E 2322 -1921 E - K 1996 -2366 Webs Tens. Comp. F - K 3523 -2424 F - J 1652 -2186 J - H 5534 -3523 G - J 373 -327 H - I 2917 -4493 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 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): -0.210 M 999 360 VERT(CL): 0.309 M 867 240 HORZ(LL): -0.049 C - - HORZ(TL): 0.072 C - - Creep Factor: 2.0 Max TC CSI: 0.706 Max BC CSI: 0.991 Max Web CSI: 0.885 Wgt: 201.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss D01G Truss Type HIPM Qty 1 Ply 1 2568 05/12/2020 W1 W2 W7 W10 W11 (a)(a) (a)(a) A B C D E F G H IJKLMNO P 5 12 3X4(A1) 12X14(++) 6X8 3X4 H0510 7X10(R) 5X8 H0710 6X8 4X12(R) 1.5X3 10X10 H0710(R) 8X14 2'22'8" SEAT PLATE REQ.SEAT PLATE REQ. 15'3"4 9'4"12 24'8" 4" 6' 8 " 6 9'0"12 1825# 2' 795# 2' 784# 2' 783# 2' 794# 1'6"8 818# 2' 818# 2' 818# 2'0"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 M-30 Bot chord 2x8 SP 2400f-1.8E Webs 2x4 SP #3 :W1, W11 2x8 SP 2400f-1.8E: :W2, W7, W10 2x4 SP M-30: Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at 0.00 to 62 plf at 9.23 TC: From 31 plf at 9.23 to 31 plf at 15.27 TC: From 62 plf at 15.27 to 62 plf at 24.67 BC: From 20 plf at 0.00 to 20 plf at 9.06 BC: From 10 plf at 9.06 to 10 plf at 24.67 BC: 1825 lb Conc. Load at 9.06 BC: 795 lb Conc. Load at 11.06 BC: 784 lb Conc. Load at 13.06 BC: 783 lb Conc. Load at 15.06 BC: 794 lb Conc. Load at 17.06 BC: 818 lb Conc. Load at 18.60,20.60,22.60 Plating Notes (++) - This plate works for both joints covered. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.27 24.67 BC 53 0.00 24.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. 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 O 4174 /- /- /- /3057 /- P 4936 /- /- /- /3116 /- Wind reactions based on MWFRS O Brg Width = 8.0 Min Req = 3.5 P Brg Width = 8.0 Min Req = 4.1 Bearings O & P are a rigid surface. Bearings O & P require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 303 -517 B - C 4936 -6699 C - D 5006 -6970 D - E 4944 -6913 Chords Tens. Comp. E - F 3421 -5095 F - G 2161 -3395 G - H 2161 -3395 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 495 -273 O - N 1452 -1020 N - M 6174 -4528 M - L 6269 -4472 Chords Tens. Comp. L - K 6269 -4472 K - J 4681 -3133 J - I 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - B 2995 -3924 B - N 4852 -3577 N - C 327 -501 C - M 369 -53 M - E 2322 -1921 E - K 1996 -2366 Webs Tens. Comp. F - K 3523 -2424 F - J 1652 -2186 J - H 5534 -3523 G - J 373 -327 H - I 2917 -4493 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 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): -0.210 M 999 360 VERT(CL): 0.309 M 867 240 HORZ(LL): -0.049 C - - HORZ(TL): 0.072 C - - Creep Factor: 2.0 Max TC CSI: 0.706 Max BC CSI: 0.991 Max Web CSI: 0.885 Wgt: 201.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss D01G Truss Type HIPM Qty 1 Ply 1 2568 05/12/2020 W1 W2 W7 W10 W11 (a)(a) (a)(a) A B C D E F G H IJKLMNO P 5 12 3X4(A1) 12X14(++) 6X8 3X4 H0510 7X10(R) 5X8 H0710 6X8 4X12(R) 1.5X3 10X10 H0710(R) 8X14 2'22'8" SEAT PLATE REQ.SEAT PLATE REQ. 15'3"4 9'4"12 24'8" 4" 6' 8 " 6 9'0"12 1825# 2' 795# 2' 784# 2' 783# 2' 794# 1'6"8 818# 2' 818# 2' 818# 2'0"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 M-30 Bot chord 2x4 SP M-30 :B2 2x4 SP 2400f-2.0E: Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.67 24.67 BC 75 0.00 24.67 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. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 1112 /- /- /747 /410 /317 L 907 /- /- /495 /593 /- Wind reactions based on MWFRS K Brg Width = 8.0 Min Req = 1.5 L Brg Width = 8.0 Min Req = 1.5 Bearings K & L are a rigid surface. Bearings K & L require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 182 -294 B - C 777 -1307 C - D 668 -1095 Chords Tens. Comp. D - E 712 -940 E - F 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 292 -144 K - J 151 -439 J - I 1175 -1008 Chords Tens. Comp. I - H 1175 -1008 H - G 655 -545 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - B 773 -1014 B - J 1094 -626 J - C 199 -187 C - H 322 -261 Webs Tens. Comp. D - H 193 0 H - E 444 -245 E - G 787 -946 F - G 166 -135 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.056 H 999 240 HORZ(LL): -0.010 G - - HORZ(TL): 0.019 G - - Creep Factor: 2.0 Max TC CSI: 0.288 Max BC CSI: 0.563 Max Web CSI: 0.417 Wgt: 137.9 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss D02 Truss Type HIPM Qty 1 Ply 1 2526 05/12/2020 B2 W1 (a) A B C D E F GHIJKL 5 12 2X4(A1) 3X4 3X6 3X4 3X4 3X6 5X6 3X8 3X4 1.5X4 3X6(R) 2'22'8" SEAT PLATE REQ.SEAT PLATE REQ. 13'8"11' 24'8" 4" 6' 0 " 5 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 :B2 2x4 SP 2400f-2.0E: Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.67 24.67 BC 75 0.00 24.67 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. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 1112 /- /- /747 /410 /317 L 907 /- /- /495 /593 /- Wind reactions based on MWFRS K Brg Width = 8.0 Min Req = 1.5 L Brg Width = 8.0 Min Req = 1.5 Bearings K & L are a rigid surface. Bearings K & L require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 182 -294 B - C 777 -1307 C - D 668 -1095 Chords Tens. Comp. D - E 712 -940 E - F 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 292 -144 K - J 151 -439 J - I 1175 -1008 Chords Tens. Comp. I - H 1175 -1008 H - G 655 -545 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - B 773 -1014 B - J 1094 -626 J - C 199 -187 C - H 322 -261 Webs Tens. Comp. D - H 193 0 H - E 444 -245 E - G 787 -946 F - G 166 -135 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.056 H 999 240 HORZ(LL): -0.010 G - - HORZ(TL): 0.019 G - - Creep Factor: 2.0 Max TC CSI: 0.288 Max BC CSI: 0.563 Max Web CSI: 0.417 Wgt: 137.9 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss D02 Truss Type HIPM Qty 1 Ply 1 2526 05/12/2020 B2 W1 (a) A B C D E F GHIJKL 5 12 2X4(A1) 3X4 3X6 3X4 3X4 3X6 5X6 3X8 3X4 1.5X4 3X6(R) 2'22'8" SEAT PLATE REQ.SEAT PLATE REQ. 13'8"11' 24'8" 4" 6' 0 " 5 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 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 0.00 24.67 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 L 1112 /- /- /666 /448 /194 M 907 /- /- /482 /387 /- Wind reactions based on MWFRS L Brg Width = 8.0 Min Req = 1.5 M Brg Width = 8.0 Min Req = 1.5 Bearings L & M are a rigid surface. Bearings L & M require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 209 -284 B - C 809 -1292 C - D 769 -1114 Chords Tens. Comp. D - E 794 -1119 E - F 893 -1400 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 284 -175 L - K 167 -190 K - J 1170 -700 Chords Tens. Comp. J - I 1170 -700 I - H 1269 -769 H - G 22 -23 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - B 805 -1037 B - K 1122 -681 K - C 252 -193 C - I 247 -229 D - I 446 -146 Webs Tens. Comp. I - E 319 -336 E - H 218 -137 H - F 1261 -742 F - G 620 -874 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.034 I 999 360 VERT(CL): 0.071 I 999 240 HORZ(LL): 0.011 G - - HORZ(TL): 0.024 G - - Creep Factor: 2.0 Max TC CSI: 0.287 Max BC CSI: 0.346 Max Web CSI: 0.480 Wgt: 130.9 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss D03 Truss Type SPEC Qty 6 Ply 1 2529 05/12/2020 W1A B C D E F GHIJKL M 5 12 2X4(A1) 3X4 3X6 4X4 3X4 3X6 4X4(R1) 3X8 3X4 4X4 3X4 3X6 2'22'8" SEAT PLATE REQ.SEAT PLATE REQ. 13'4"11'4" 24'8" 4" 1' 2 " 5' 1 0 " 1 1 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 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 0.00 24.67 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 L 1112 /- /- /666 /448 /194 M 907 /- /- /482 /387 /- Wind reactions based on MWFRS L Brg Width = 8.0 Min Req = 1.5 M Brg Width = 8.0 Min Req = 1.5 Bearings L & M are a rigid surface. Bearings L & M require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 209 -284 B - C 809 -1292 C - D 769 -1114 Chords Tens. Comp. D - E 794 -1119 E - F 893 -1400 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 284 -175 L - K 167 -190 K - J 1170 -700 Chords Tens. Comp. J - I 1170 -700 I - H 1269 -769 H - G 22 -23 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - B 805 -1037 B - K 1122 -681 K - C 252 -193 C - I 247 -229 D - I 446 -146 Webs Tens. Comp. I - E 319 -336 E - H 218 -137 H - F 1261 -742 F - G 620 -874 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.034 I 999 360 VERT(CL): 0.071 I 999 240 HORZ(LL): 0.011 G - - HORZ(TL): 0.024 G - - Creep Factor: 2.0 Max TC CSI: 0.287 Max BC CSI: 0.346 Max Web CSI: 0.480 Wgt: 130.9 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss D03 Truss Type SPEC Qty 6 Ply 1 2529 05/12/2020 W1A B C D E F GHIJKL M 5 12 2X4(A1) 3X4 3X6 4X4 3X4 3X6 4X4(R1) 3X8 3X4 4X4 3X4 3X6 2'22'8" SEAT PLATE REQ.SEAT PLATE REQ. 13'4"11'4" 24'8" 4" 1' 2 " 5' 1 0 " 1 1 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 26.67 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 M 1095 /- /- /662 /441 /183 H 1095 /- /- /662 /441 /- Wind reactions based on MWFRS M Brg Width = 8.0 Min Req = 1.5 H Brg Width = 8.0 Min Req = 1.5 Bearings M & H are a rigid surface. Bearings M & H require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 182 -279 B - C 215 -230 C - D 786 -1178 Chords Tens. Comp. D - E 786 -1177 E - F 215 -230 F - G 182 -279 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 272 -151 L - K 1071 -583 K - J 851 -355 Chords Tens. Comp. J - I 851 -355 I - H 1071 -584 H - G 272 -151 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 298 -221 L - C 957 -1378 C - K 247 -84 K - D 323 -130 Webs Tens. Comp. D - I 322 -130 I - E 247 -84 E - H 957 -1377 H - F 298 -221 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.031 K 999 360 VERT(CL): 0.064 K 999 240 HORZ(LL): 0.015 F - - HORZ(TL): 0.031 F - - Creep Factor: 2.0 Max TC CSI: 0.246 Max BC CSI: 0.386 Max Web CSI: 0.791 Wgt: 134.4 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss D04 Truss Type COMN Qty 7 Ply 1 2532 05/12/2020 A B C D E F G HIJKLM 5 12 2X4(A1) 1.5X3 3X4 3X4 3X4 3X6 4X4 3X4 3X4 3X4 1.5X3 2X4(A1) 2'22'8"2' SEAT PLATE REQ.SEAT PLATE REQ. 13'4"13'4" 26'8" 4" 5' 1 0 " 1 1 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 26.67 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 M 1095 /- /- /662 /441 /183 H 1095 /- /- /662 /441 /- Wind reactions based on MWFRS M Brg Width = 8.0 Min Req = 1.5 H Brg Width = 8.0 Min Req = 1.5 Bearings M & H are a rigid surface. Bearings M & H require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 182 -279 B - C 215 -230 C - D 786 -1178 Chords Tens. Comp. D - E 786 -1177 E - F 215 -230 F - G 182 -279 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 272 -151 L - K 1071 -583 K - J 851 -355 Chords Tens. Comp. J - I 851 -355 I - H 1071 -584 H - G 272 -151 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 298 -221 L - C 957 -1378 C - K 247 -84 K - D 323 -130 Webs Tens. Comp. D - I 322 -130 I - E 247 -84 E - H 957 -1377 H - F 298 -221 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.031 K 999 360 VERT(CL): 0.064 K 999 240 HORZ(LL): 0.015 F - - HORZ(TL): 0.031 F - - Creep Factor: 2.0 Max TC CSI: 0.246 Max BC CSI: 0.386 Max Web CSI: 0.791 Wgt: 134.4 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss D04 Truss Type COMN Qty 7 Ply 1 2532 05/12/2020 A B C D E F G HIJKLM 5 12 2X4(A1) 1.5X3 3X4 3X4 3X4 3X6 4X4 3X4 3X4 3X4 1.5X3 2X4(A1) 2'22'8"2' SEAT PLATE REQ.SEAT PLATE REQ. 13'4"13'4" 26'8" 4" 5' 1 0 " 1 1 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 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 0.00 26.67 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 M 1095 /- /- /658 /429 /179 H 1095 /- /- /658 /429 /- Wind reactions based on MWFRS M Brg Width = 8.0 Min Req = 1.5 H Brg Width = 8.0 Min Req = 1.5 Bearings M & H are a rigid surface. Bearings M & H require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 192 -282 B - C 227 -250 C - D 746 -1154 Chords Tens. Comp. D - E 747 -1153 E - F 226 -250 F - G 191 -282 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 275 -159 L - K 1042 -548 K - J 835 -315 Chords Tens. Comp. J - I 835 -315 I - H 1042 -548 H - G 275 -159 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 294 -217 L - C 938 -1378 C - K 252 -73 K - D 313 -134 Webs Tens. Comp. D - I 313 -134 I - E 252 -73 E - H 938 -1377 H - F 294 -217 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.030 K 999 360 VERT(CL): 0.062 K 999 240 HORZ(LL): 0.014 F - - HORZ(TL): 0.030 F - - Creep Factor: 2.0 Max TC CSI: 0.252 Max BC CSI: 0.382 Max Web CSI: 0.771 Wgt: 135.8 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss D05 Truss Type HIPS Qty 1 Ply 1 2704 05/12/2020 W1 W1A B C D E F G HIJKLM 5 12 2X4(A1) 1.5X3 3X6 3X4 3X4 3X6 4X6(R) 3X4 3X4 3X6 1.5X3 2X4(A1) 2'22'8"2' SEAT PLATE REQ.SEAT PLATE REQ. 13'8"13' 26'8" 4" 5' 9 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 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 0.00 26.67 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 M 1095 /- /- /658 /429 /179 H 1095 /- /- /658 /429 /- Wind reactions based on MWFRS M Brg Width = 8.0 Min Req = 1.5 H Brg Width = 8.0 Min Req = 1.5 Bearings M & H are a rigid surface. Bearings M & H require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 192 -282 B - C 227 -250 C - D 746 -1154 Chords Tens. Comp. D - E 747 -1153 E - F 226 -250 F - G 191 -282 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 275 -159 L - K 1042 -548 K - J 835 -315 Chords Tens. Comp. J - I 835 -315 I - H 1042 -548 H - G 275 -159 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 294 -217 L - C 938 -1378 C - K 252 -73 K - D 313 -134 Webs Tens. Comp. D - I 313 -134 I - E 252 -73 E - H 938 -1377 H - F 294 -217 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.030 K 999 360 VERT(CL): 0.062 K 999 240 HORZ(LL): 0.014 F - - HORZ(TL): 0.030 F - - Creep Factor: 2.0 Max TC CSI: 0.252 Max BC CSI: 0.382 Max Web CSI: 0.771 Wgt: 135.8 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss D05 Truss Type HIPS Qty 1 Ply 1 2704 05/12/2020 W1 W1A B C D E F G HIJKLM 5 12 2X4(A1) 1.5X3 3X6 3X4 3X4 3X6 4X6(R) 3X4 3X4 3X6 1.5X3 2X4(A1) 2'22'8"2' SEAT PLATE REQ.SEAT PLATE REQ. 13'8"13' 26'8" 4" 5' 9 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 15.67 BC 75 0.00 26.67 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 M 1095 /- /- /680 /746 /151 I 1095 /- /- /680 /746 /- Wind reactions based on MWFRS M Brg Width = 8.0 Min Req = 1.5 I Brg Width = 8.0 Min Req = 1.5 Bearings M & I are a rigid surface. Bearings M & I require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 133 -336 B - C 159 -306 C - D 856 -1121 D - E 866 -979 Chords Tens. Comp. E - F 857 -1122 F - G 162 -304 G - H 137 -333 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 326 -111 L - K 930 -626 K - J 977 -508 Chords Tens. Comp. J - I 931 -626 I - H 324 -113 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 250 -170 L - C 1059 -1249 C - K 200 -37 D - K 197 -25 K - E 100 -96 Webs Tens. Comp. E - J 196 -2 J - F 200 -36 F - I 1056 -1255 I - G 250 -170 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): -0.033 K 999 360 VERT(CL): 0.056 J 999 240 HORZ(LL): -0.014 I - - HORZ(TL): 0.027 I - - Creep Factor: 2.0 Max TC CSI: 0.247 Max BC CSI: 0.380 Max Web CSI: 0.458 Wgt: 140.0 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss D06 Truss Type HIPS Qty 1 Ply 1 2701 05/12/2020 W1 W1A B C D E F G H IJKLM 5 12 2X4(A1) 1.5X3 3X6 3X4 5X6 5X12 5X6 3X4 3X4 3X6 1.5X3 2X4(A1) 2'22'8"2' SEAT PLATE REQ.SEAT PLATE REQ. 11'4'8"11' 26'8" 4" 4' 1 1 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 15.67 BC 75 0.00 26.67 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 M 1095 /- /- /680 /746 /151 I 1095 /- /- /680 /746 /- Wind reactions based on MWFRS M Brg Width = 8.0 Min Req = 1.5 I Brg Width = 8.0 Min Req = 1.5 Bearings M & I are a rigid surface. Bearings M & I require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 133 -336 B - C 159 -306 C - D 856 -1121 D - E 866 -979 Chords Tens. Comp. E - F 857 -1122 F - G 162 -304 G - H 137 -333 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 326 -111 L - K 930 -626 K - J 977 -508 Chords Tens. Comp. J - I 931 -626 I - H 324 -113 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 250 -170 L - C 1059 -1249 C - K 200 -37 D - K 197 -25 K - E 100 -96 Webs Tens. Comp. E - J 196 -2 J - F 200 -36 F - I 1056 -1255 I - G 250 -170 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): -0.033 K 999 360 VERT(CL): 0.056 J 999 240 HORZ(LL): -0.014 I - - HORZ(TL): 0.027 I - - Creep Factor: 2.0 Max TC CSI: 0.247 Max BC CSI: 0.380 Max Web CSI: 0.458 Wgt: 140.0 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss D06 Truss Type HIPS Qty 1 Ply 1 2701 05/12/2020 W1 W1A B C D E F G H IJKLM 5 12 2X4(A1) 1.5X3 3X6 3X4 5X6 5X12 5X6 3X4 3X4 3X6 1.5X3 2X4(A1) 2'22'8"2' SEAT PLATE REQ.SEAT PLATE REQ. 11'4'8"11' 26'8" 4" 4' 1 1 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 :B2 2x4 SP 2400f-2.0E: Webs 2x4 SP #3 :W1 2x6 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 0.00 to 62 plf at 9.00 TC: From 31 plf at 9.00 to 31 plf at 17.67 TC: From 62 plf at 17.67 to 62 plf at 26.67 BC: From 20 plf at 0.00 to 20 plf at 9.03 BC: From 10 plf at 9.03 to 10 plf at 17.64 BC: From 20 plf at 17.64 to 20 plf at 26.67 TC: 298 lb Conc. Load at 9.03,17.64 TC: 174 lb Conc. Load at 11.06,13.06,13.60,15.60 BC: 288 lb Conc. Load at 9.03,17.64 BC: 107 lb Conc. Load at 11.06,13.06,13.60,15.60 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 9.00 17.67 BC 45 0.00 26.67 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 L 2066 /- /- /- /1949 /- H 2066 /- /- /- /1949 /- Wind reactions based on MWFRS L Brg Width = 8.0 Min Req = 2.4 H Brg Width = 8.0 Min Req = 1.7 Bearings L & H are a rigid surface. Bearings L & H require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 142 -102 B - C 3177 -3219 C - D 2864 -2918 Chords Tens. Comp. D - E 2862 -2923 E - F 3175 -3225 F - G 141 -105 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 117 -92 L - K 423 -395 K - J 3261 -3334 Chords Tens. Comp. J - I 3261 -3334 I - H 426 -404 H - G 120 -90 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - B 2001 -2020 B - K 2577 -2486 C - K 572 -371 K - D 636 -480 Webs Tens. Comp. D - I 638 -474 I - E 575 -371 I - F 2578 -2475 F - H 1994 -2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): -0.179 D 999 360 VERT(CL): 0.197 D 999 240 HORZ(LL): -0.037 H - - HORZ(TL): 0.040 F - - Creep Factor: 2.0 Max TC CSI: 0.616 Max BC CSI: 0.943 Max Web CSI: 0.982 Wgt: 131.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss D07G Truss Type HIPS Qty 1 Ply 1 2559 05/12/2020 B2 W1 W1 (a)(a) A B C D E F G HIJKL 5 12 2X4(A1) 3X6 4X8 5X6 7X8 H0308 3X4 7X8 5X6 4X8 3X6 2X4(A1) 2'22'8"2' SEAT PLATE REQ.SEAT PLATE REQ. 9'8'8"9' 26'8" 4" 4' 1 " 9'0"6 298# 2'0"6 174# 2' 174# 6"8174# 2' 174# 2'0"6 298# 288#107#107#107#107#288# 9'0"6 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 :B2 2x4 SP 2400f-2.0E: Webs 2x4 SP #3 :W1 2x6 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 0.00 to 62 plf at 9.00 TC: From 31 plf at 9.00 to 31 plf at 17.67 TC: From 62 plf at 17.67 to 62 plf at 26.67 BC: From 20 plf at 0.00 to 20 plf at 9.03 BC: From 10 plf at 9.03 to 10 plf at 17.64 BC: From 20 plf at 17.64 to 20 plf at 26.67 TC: 298 lb Conc. Load at 9.03,17.64 TC: 174 lb Conc. Load at 11.06,13.06,13.60,15.60 BC: 288 lb Conc. Load at 9.03,17.64 BC: 107 lb Conc. Load at 11.06,13.06,13.60,15.60 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 9.00 17.67 BC 45 0.00 26.67 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 L 2066 /- /- /- /1949 /- H 2066 /- /- /- /1949 /- Wind reactions based on MWFRS L Brg Width = 8.0 Min Req = 2.4 H Brg Width = 8.0 Min Req = 1.7 Bearings L & H are a rigid surface. Bearings L & H require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 142 -102 B - C 3177 -3219 C - D 2864 -2918 Chords Tens. Comp. D - E 2862 -2923 E - F 3175 -3225 F - G 141 -105 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 117 -92 L - K 423 -395 K - J 3261 -3334 Chords Tens. Comp. J - I 3261 -3334 I - H 426 -404 H - G 120 -90 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - B 2001 -2020 B - K 2577 -2486 C - K 572 -371 K - D 636 -480 Webs Tens. Comp. D - I 638 -474 I - E 575 -371 I - F 2578 -2475 F - H 1994 -2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): -0.179 D 999 360 VERT(CL): 0.197 D 999 240 HORZ(LL): -0.037 H - - HORZ(TL): 0.040 F - - Creep Factor: 2.0 Max TC CSI: 0.616 Max BC CSI: 0.943 Max Web CSI: 0.982 Wgt: 131.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss D07G Truss Type HIPS Qty 1 Ply 1 2559 05/12/2020 B2 W1 W1 (a)(a) A B C D E F G HIJKL 5 12 2X4(A1) 3X6 4X8 5X6 7X8 H0308 3X4 7X8 5X6 4X8 3X6 2X4(A1) 2'22'8"2' SEAT PLATE REQ.SEAT PLATE REQ. 9'8'8"9' 26'8" 4" 4' 1 " 9'0"6 298# 2'0"6 174# 2' 174# 6"8174# 2' 174# 2'0"6 298# 288#107#107#107#107#288# 9'0"6 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP 2400f-2.0E Webs 2x4 SP #3 :W1 2x6 SP #2: Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 2 plf at 0.00 to 2 plf at 12.67 BC: From 20 plf at 0.00 to 20 plf at 4.29 BC: From 2 plf at 4.29 to 2 plf at 12.67 TC: -281 lb Conc. Load at 4.29 TC: 88 lb Conc. Load at 7.12 TC: 226 lb Conc. Load at 9.94 BC: -313 lb Conc. Load at 4.29 BC: 7 lb Conc. Load at 7.12 BC: 123 lb Conc. Load at 9.94 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 75 0.00 12.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes Negative reaction(s) of -257# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 531 /-257 /- /- /1366 /- E 180 /- /- /- /382 /- D 124 /- /- /- /158 /- Wind reactions based on MWFRS H Brg Width = 11.3 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing H is a rigid surface. Bearing H requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 675 0 B - C 679 0 Chords Tens. Comp. C - D 93 -58 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 0 -646 G - F 136 -862 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 284 -46 G - C 339 -351 Webs Tens. Comp. C - F 905 -142 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 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): -0.161 F 684 360 VERT(CL): -0.168 F 656 240 HORZ(LL): -0.047 C - - HORZ(TL): 0.047 C - - Creep Factor: 2.0 Max TC CSI: 0.532 Max BC CSI: 0.971 Max Web CSI: 0.269 Wgt: 55.3 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss HJ7 Truss Type HIP_ Qty 5 Ply 1 2553 05/12/2020 W1A B C D EFGH 3.54 12 2X4(A1) 1.5X3 3X6 3X6 5X6 2'9"3 SEAT PLATE REQ. 12'8" 4" 4' 0 " 1 2 4'3"7 -281# 2'9"15 88# 2'9"15 226# -313# 7# 123# 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 M-30 Bot chord 2x4 SP 2400f-2.0E Webs 2x4 SP #3 :W1 2x6 SP #2: Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 2 plf at 0.00 to 2 plf at 12.67 BC: From 20 plf at 0.00 to 20 plf at 4.29 BC: From 2 plf at 4.29 to 2 plf at 12.67 TC: -281 lb Conc. Load at 4.29 TC: 88 lb Conc. Load at 7.12 TC: 226 lb Conc. Load at 9.94 BC: -313 lb Conc. Load at 4.29 BC: 7 lb Conc. Load at 7.12 BC: 123 lb Conc. Load at 9.94 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 75 0.00 12.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes Negative reaction(s) of -257# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 531 /-257 /- /- /1366 /- E 180 /- /- /- /382 /- D 124 /- /- /- /158 /- Wind reactions based on MWFRS H Brg Width = 11.3 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing H is a rigid surface. Bearing H requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 675 0 B - C 679 0 Chords Tens. Comp. C - D 93 -58 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 0 -646 G - F 136 -862 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 284 -46 G - C 339 -351 Webs Tens. Comp. C - F 905 -142 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 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): -0.161 F 684 360 VERT(CL): -0.168 F 656 240 HORZ(LL): -0.047 C - - HORZ(TL): 0.047 C - - Creep Factor: 2.0 Max TC CSI: 0.532 Max BC CSI: 0.971 Max Web CSI: 0.269 Wgt: 55.3 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss HJ7 Truss Type HIP_ Qty 5 Ply 1 2553 05/12/2020 W1A B C D EFGH 3.54 12 2X4(A1) 1.5X3 3X6 3X6 5X6 2'9"3 SEAT PLATE REQ. 12'8" 4" 4' 0 " 1 2 4'3"7 -281# 2'9"15 88# 2'9"15 226# -313# 7# 123# 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 M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 2 plf at 0.00 to 2 plf at 12.60 BC: From 20 plf at 0.00 to 20 plf at 4.29 BC: From 2 plf at 4.29 to 2 plf at 12.60 TC: -281 lb Conc. Load at 4.29 TC: 88 lb Conc. Load at 7.11 TC: 226 lb Conc. Load at 9.94 BC: -313 lb Conc. Load at 4.29 BC: 7 lb Conc. Load at 7.11 BC: 123 lb Conc. Load at 9.94 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 75 0.00 12.60 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 cantilever is exposed to wind Left bottom chord exposed to wind. Additional Notes Negative reaction(s) of -284# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 481 /-284 /- /- /1268 /- F 389 /- /- /- /775 /- E - /-154 /- /270 /- /- D 113 /- /- /- /133 /- Wind reactions based on MWFRS H Brg Width = 11.3 Min Req = 1.5 F Brg Width = 11.3 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearings H & F are a rigid surface. Bearings H & F require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 495 0 B - C 500 0 Chords Tens. Comp. C - D 100 -60 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 0 -478 G - F 120 -695 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 320 -60 G - C 355 -402 Webs Tens. Comp. C - F 754 -130 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.033 G 999 360 VERT(CL): 0.034 G 999 240 HORZ(LL): -0.007 C - - HORZ(TL): 0.008 C - - Creep Factor: 2.0 Max TC CSI: 0.449 Max BC CSI: 0.661 Max Web CSI: 0.224 Wgt: 55.3 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss HJ7A Truss Type HIP_ Qty 2 Ply 1 2573 05/12/2020 W1A B C D E F GH 3.54 12 2X4(A1) 1.5X3 3X6 3X6 4X4 2'9"3 8'8"10 SEAT PLATE REQ.SEAT PLATE REQ. 12'7"4 4" 4' 0 " 9 4'3"7 -281# 2'9"15 88# 2'9"15 226# -313# 7# 123# 2'7"14 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 2 plf at 0.00 to 2 plf at 12.60 BC: From 20 plf at 0.00 to 20 plf at 4.29 BC: From 2 plf at 4.29 to 2 plf at 12.60 TC: -281 lb Conc. Load at 4.29 TC: 88 lb Conc. Load at 7.11 TC: 226 lb Conc. Load at 9.94 BC: -313 lb Conc. Load at 4.29 BC: 7 lb Conc. Load at 7.11 BC: 123 lb Conc. Load at 9.94 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 75 0.00 12.60 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 cantilever is exposed to wind Left bottom chord exposed to wind. Additional Notes Negative reaction(s) of -284# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 481 /-284 /- /- /1268 /- F 389 /- /- /- /775 /- E - /-154 /- /270 /- /- D 113 /- /- /- /133 /- Wind reactions based on MWFRS H Brg Width = 11.3 Min Req = 1.5 F Brg Width = 11.3 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearings H & F are a rigid surface. Bearings H & F require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 495 0 B - C 500 0 Chords Tens. Comp. C - D 100 -60 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 0 -478 G - F 120 -695 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 320 -60 G - C 355 -402 Webs Tens. Comp. C - F 754 -130 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.033 G 999 360 VERT(CL): 0.034 G 999 240 HORZ(LL): -0.007 C - - HORZ(TL): 0.008 C - - Creep Factor: 2.0 Max TC CSI: 0.449 Max BC CSI: 0.661 Max Web CSI: 0.224 Wgt: 55.3 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss HJ7A Truss Type HIP_ Qty 2 Ply 1 2573 05/12/2020 W1A B C D E F GH 3.54 12 2X4(A1) 1.5X3 3X6 3X6 4X4 2'9"3 8'8"10 SEAT PLATE REQ.SEAT PLATE REQ. 12'7"4 4" 4' 0 " 9 4'3"7 -281# 2'9"15 88# 2'9"15 226# -313# 7# 123# 2'7"14 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x6 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 36 0.00 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 cantilever is exposed to wind Left bottom chord exposed to wind. Additional Notes Negative reaction(s) of -310# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 840 /- /- /894 /497 /97 D - /-292 /- /188 /354 /- C - /-310 /- /150 /284 /- Wind reactions based on MWFRS F Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Bearing F requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 95 -216 Chords Tens. Comp. B - C 165 -127 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 266 -58 Chords Tens. Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 865 -470 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 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): 0.045 E 681 360 VERT(CL): 0.066 E 462 240 HORZ(LL): -0.019 C - - HORZ(TL): 0.028 C - - Creep Factor: 2.0 Max TC CSI: 0.165 Max BC CSI: 0.147 Max Web CSI: 0.131 Wgt: 11.9 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss J3 Truss Type JACK Qty 14 Ply 1 2564 05/12/2020 A B C D E F 5 12 2X4(A1) 3X4 3X6 2' SEAT PLATE REQ. 2'6"12 5"4 3' 4" 1' 7 " HB 5"4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x6 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 36 0.00 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 cantilever is exposed to wind Left bottom chord exposed to wind. Additional Notes Negative reaction(s) of -310# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 840 /- /- /894 /497 /97 D - /-292 /- /188 /354 /- C - /-310 /- /150 /284 /- Wind reactions based on MWFRS F Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Bearing F requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 95 -216 Chords Tens. Comp. B - C 165 -127 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 266 -58 Chords Tens. Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 865 -470 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 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): 0.045 E 681 360 VERT(CL): 0.066 E 462 240 HORZ(LL): -0.019 C - - HORZ(TL): 0.028 C - - Creep Factor: 2.0 Max TC CSI: 0.165 Max BC CSI: 0.147 Max Web CSI: 0.131 Wgt: 11.9 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss J3 Truss Type JACK Qty 14 Ply 1 2564 05/12/2020 A B C D E F 5 12 2X4(A1) 3X4 3X6 2' SEAT PLATE REQ. 2'6"12 5"4 3' 4" 1' 7 " HB 5"4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x6 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 60 0.00 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 cantilever is exposed to wind Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 419 /- /- /449 /254 /162 D 4 /-29 /- /24 /24 /- C 44 /-29 /- /11 /84 /- Wind reactions based on MWFRS F Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Bearing F requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 96 -249 Chords Tens. Comp. B - C 17 -82 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 266 -64 Chords Tens. Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 467 -278 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.059 E 520 360 VERT(CL): 0.088 E 350 240 HORZ(LL): -0.025 C - - HORZ(TL): 0.037 C - - Creep Factor: 2.0 Max TC CSI: 0.217 Max BC CSI: 0.238 Max Web CSI: 0.088 Wgt: 17.5 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss J5 Truss Type JACK Qty 14 Ply 1 2561 05/12/2020 A B C DEF 5 12 2X4(A1) 1.5X3 1.5X4 2' SEAT PLATE REQ. 2'6"12 2'5"4 5' 4" 2' 5 " HB 2'5"4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x6 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 60 0.00 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 cantilever is exposed to wind Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 419 /- /- /449 /254 /162 D 4 /-29 /- /24 /24 /- C 44 /-29 /- /11 /84 /- Wind reactions based on MWFRS F Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Bearing F requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 96 -249 Chords Tens. Comp. B - C 17 -82 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 266 -64 Chords Tens. Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 467 -278 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.059 E 520 360 VERT(CL): 0.088 E 350 240 HORZ(LL): -0.025 C - - HORZ(TL): 0.037 C - - Creep Factor: 2.0 Max TC CSI: 0.217 Max BC CSI: 0.238 Max Web CSI: 0.088 Wgt: 17.5 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss J5 Truss Type JACK Qty 14 Ply 1 2561 05/12/2020 A B C DEF 5 12 2X4(A1) 1.5X3 1.5X4 2' SEAT PLATE REQ. 2'6"12 2'5"4 5' 4" 2' 5 " HB 2'5"4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x6 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 0.00 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 451 /- /- /485 /276 /228 D 62 /- /- /122 /84 /- C 113 /- /- /53 /166 /- Wind reactions based on MWFRS F Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Bearing F requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 99 -285 Chords Tens. Comp. B - C 44 -130 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 298 -71 Chords Tens. Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 463 -328 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.081 E 376 360 VERT(CL): 0.099 E 310 240 HORZ(LL): -0.037 C - - HORZ(TL): 0.044 C - - Creep Factor: 2.0 Max TC CSI: 0.257 Max BC CSI: 0.239 Max Web CSI: 0.088 Wgt: 23.1 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss J7 Truss Type JACK Qty 14 Ply 1 2567 05/12/2020 A B C DEF 5 12 2X4(A1) 1.5X3 1.5X4 2' SEAT PLATE REQ. 2'6"12 4'5"4 7' 4" 3' 3 " HB 4'5"4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x6 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 0.00 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 451 /- /- /485 /276 /228 D 62 /- /- /122 /84 /- C 113 /- /- /53 /166 /- Wind reactions based on MWFRS F Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Bearing F requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 99 -285 Chords Tens. Comp. B - C 44 -130 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 298 -71 Chords Tens. Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 463 -328 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.081 E 376 360 VERT(CL): 0.099 E 310 240 HORZ(LL): -0.037 C - - HORZ(TL): 0.044 C - - Creep Factor: 2.0 Max TC CSI: 0.257 Max BC CSI: 0.239 Max Web CSI: 0.088 Wgt: 23.1 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss J7 Truss Type JACK Qty 14 Ply 1 2567 05/12/2020 A B C DEF 5 12 2X4(A1) 1.5X3 1.5X4 2' SEAT PLATE REQ. 2'6"12 4'5"4 7' 4" 3' 3 " HB 4'5"4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x6 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 0.00 9.00 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 F 514 /- /- /398 /242 /293 D 107 /- /- /58 /9 /- C 174 /- /- /88 /242 /- Wind reactions based on MWFRS F Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Bearing F requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 106 -307 Chords Tens. Comp. B - C 67 -166 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 307 -77 Chords Tens. Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 518 -402 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.248 E 123 360 VERT(CL): 0.307 E 99 240 HORZ(LL): -0.109 C - - HORZ(TL): 0.122 C - - Creep Factor: 2.0 Max TC CSI: 0.455 Max BC CSI: 0.354 Max Web CSI: 0.120 Wgt: 28.7 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss J9 Truss Type EJAC Qty 24 Ply 1 2552 05/12/2020 A B C DEF 5 12 2X4(A1) 1.5X4 1.5X4 2' SEAT PLATE REQ. 2'6"12 6'5"4 9' 4" 4' 1 " HB 6'5"4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x6 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 0.00 9.00 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 F 514 /- /- /398 /242 /293 D 107 /- /- /58 /9 /- C 174 /- /- /88 /242 /- Wind reactions based on MWFRS F Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Bearing F requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 106 -307 Chords Tens. Comp. B - C 67 -166 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 307 -77 Chords Tens. Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 518 -402 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.248 E 123 360 VERT(CL): 0.307 E 99 240 HORZ(LL): -0.109 C - - HORZ(TL): 0.122 C - - Creep Factor: 2.0 Max TC CSI: 0.455 Max BC CSI: 0.354 Max Web CSI: 0.120 Wgt: 28.7 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss J9 Truss Type EJAC Qty 24 Ply 1 2552 05/12/2020 A B C DEF 5 12 2X4(A1) 1.5X4 1.5X4 2' SEAT PLATE REQ. 2'6"12 6'5"4 9' 4" 4' 1 " HB 6'5"4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x6 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 0.00 9.00 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 cantilever is exposed to wind Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 497 /- /- /500 /277 /293 G 229 /- /- /365 /254 /- D - /-89 /- /142 /167 /- C 170 /- /- /90 /238 /- Wind reactions based on MWFRS F Brg Width = 8.0 Min Req = 1.5 G Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearings F & G are a rigid surface. Bearings F & G require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 109 -298 Chords Tens. Comp. B - C 65 -165 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 306 -78 Chords Tens. Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 487 -412 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.217 E 141 360 VERT(CL): 0.265 E 115 240 HORZ(LL): -0.096 C - - HORZ(TL): 0.106 C - - Creep Factor: 2.0 Max TC CSI: 0.439 Max BC CSI: 0.382 Max Web CSI: 0.127 Wgt: 28.7 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss J9A Truss Type EJAC Qty 15 Ply 1 2577 05/12/2020 A B C DEFG 5 12 2X4(A1) 1.5X4 1.5X4 2'6'2" SEAT PLATE REQ.SEAT PLATE REQ. 2'6"12 6'5"4 9' 4" 4' 1 " HB 6'5"4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x6 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 0.00 9.00 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 cantilever is exposed to wind Left bottom chord exposed to wind. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 497 /- /- /500 /277 /293 G 229 /- /- /365 /254 /- D - /-89 /- /142 /167 /- C 170 /- /- /90 /238 /- Wind reactions based on MWFRS F Brg Width = 8.0 Min Req = 1.5 G Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearings F & G are a rigid surface. Bearings F & G require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 109 -298 Chords Tens. Comp. B - C 65 -165 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 306 -78 Chords Tens. Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 487 -412 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.217 E 141 360 VERT(CL): 0.265 E 115 240 HORZ(LL): -0.096 C - - HORZ(TL): 0.106 C - - Creep Factor: 2.0 Max TC CSI: 0.439 Max BC CSI: 0.382 Max Web CSI: 0.127 Wgt: 28.7 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss J9A Truss Type EJAC Qty 15 Ply 1 2577 05/12/2020 A B C DEFG 5 12 2X4(A1) 1.5X4 1.5X4 2'6'2" SEAT PLATE REQ.SEAT PLATE REQ. 2'6"12 6'5"4 9' 4" 4' 1 " HB 6'5"4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 3.86 7.19 BC 120 0.00 11.04 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 G* 81 /- /- /39 /30 /4 Wind reactions based on MWFRS G Brg Width = 132 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 365 -251 B - C 396 -215 Chords Tens. Comp. C - D 396 -215 D - E 365 -251 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - F 215 -257 Chords Tens. Comp. F - E 215 -257 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 327 -237 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.015 F 999 360 VERT(CL): 0.030 F 999 240 HORZ(LL): 0.005 D - - HORZ(TL): 0.009 F - - Creep Factor: 2.0 Max TC CSI: 0.155 Max BC CSI: 0.181 Max Web CSI: 0.097 Wgt: 36.4 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V06 Truss Type VAL Qty 1 Ply 1 2534 05/12/2020 A B C D E F G 5 12 2X4(D8R) 5X6 1.5X3 1.5X3 5X6 2X4(D8R) 11'0"8 8"6 3'1"15 3'4"3'1"15 8"6 5'4"8 3"8 5'4"8 0"4 1' 7 " 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 3.86 7.19 BC 120 0.00 11.04 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 G* 81 /- /- /39 /30 /4 Wind reactions based on MWFRS G Brg Width = 132 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 365 -251 B - C 396 -215 Chords Tens. Comp. C - D 396 -215 D - E 365 -251 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - F 215 -257 Chords Tens. Comp. F - E 215 -257 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 327 -237 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.015 F 999 360 VERT(CL): 0.030 F 999 240 HORZ(LL): 0.005 D - - HORZ(TL): 0.009 F - - Creep Factor: 2.0 Max TC CSI: 0.155 Max BC CSI: 0.181 Max Web CSI: 0.097 Wgt: 36.4 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V06 Truss Type VAL Qty 1 Ply 1 2534 05/12/2020 A B C D E F G 5 12 2X4(D8R) 5X6 1.5X3 1.5X3 5X6 2X4(D8R) 11'0"8 8"6 3'1"15 3'4"3'1"15 8"6 5'4"8 3"8 5'4"8 0"4 1' 7 " 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 15.04 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H* 82 /- /- /40 /31 /6 Wind reactions based on MWFRS H Brg Width = 180 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 287 -286 B - C 192 -117 Chords Tens. Comp. C - D 192 -117 D - E 287 -286 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 329 -199 G - F 339 -208 Chords Tens. Comp. F - E 329 -199 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 414 -368 Webs Tens. Comp. F - D 415 -368 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.022 F 999 360 VERT(CL): 0.044 F 999 240 HORZ(LL): -0.007 F - - HORZ(TL): 0.015 F - - Creep Factor: 2.0 Max TC CSI: 0.261 Max BC CSI: 0.179 Max Web CSI: 0.123 Wgt: 50.4 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V07 Truss Type VAL Qty 1 Ply 1 2461 05/12/2020 A B C D E FG H 5 12 2X4(D8R) 1.5X3 1.5X4 3X4 1.5X4 1.5X3 2X4(D8R) 15'0"8 8"6 6'9"15 6'9"15 8"6 5'10"4 3'4"5'10"4 0"4 3' 1 " 1 4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 15.04 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H* 82 /- /- /40 /31 /6 Wind reactions based on MWFRS H Brg Width = 180 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 287 -286 B - C 192 -117 Chords Tens. Comp. C - D 192 -117 D - E 287 -286 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 329 -199 G - F 339 -208 Chords Tens. Comp. F - E 329 -199 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 414 -368 Webs Tens. Comp. F - D 415 -368 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.022 F 999 360 VERT(CL): 0.044 F 999 240 HORZ(LL): -0.007 F - - HORZ(TL): 0.015 F - - Creep Factor: 2.0 Max TC CSI: 0.261 Max BC CSI: 0.179 Max Web CSI: 0.123 Wgt: 50.4 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V07 Truss Type VAL Qty 1 Ply 1 2461 05/12/2020 A B C D E FG H 5 12 2X4(D8R) 1.5X3 1.5X4 3X4 1.5X4 1.5X3 2X4(D8R) 15'0"8 8"6 6'9"15 6'9"15 8"6 5'10"4 3'4"5'10"4 0"4 3' 1 " 1 4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 19.04 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 J* 82 /- /- /41 /32 /6 Wind reactions based on MWFRS J Brg Width = 228 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 316 -199 B - C 280 -41 Chords Tens. Comp. C - D 280 -43 D - E 316 -200 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 244 -226 I - H 253 -235 H - G 253 -235 Chords Tens. Comp. G - F 253 -235 F - E 243 -226 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 383 -334 C - H 182 -329 Webs Tens. Comp. F - D 382 -333 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.021 I 999 360 VERT(CL): 0.043 I 999 240 HORZ(LL): 0.007 I - - HORZ(TL): 0.014 I - - Creep Factor: 2.0 Max TC CSI: 0.250 Max BC CSI: 0.187 Max Web CSI: 0.114 Wgt: 67.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V08 Truss Type VAL Qty 1 Ply 1 2768 05/12/2020 A B C D E FGHI J 5 12 2X4(D8R) 1.5X3 1.5X3 4X4 1.5X3 3X4 1.5X3 1.5X3 2X4(D8R) 19'0"8 8"6 8'9"15 8'9"15 8"6 5'10"4 7'4"5'10"4 0"4 3' 1 1 " 1 4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 19.04 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 J* 82 /- /- /41 /32 /6 Wind reactions based on MWFRS J Brg Width = 228 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 316 -199 B - C 280 -41 Chords Tens. Comp. C - D 280 -43 D - E 316 -200 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 244 -226 I - H 253 -235 H - G 253 -235 Chords Tens. Comp. G - F 253 -235 F - E 243 -226 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 383 -334 C - H 182 -329 Webs Tens. Comp. F - D 382 -333 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.021 I 999 360 VERT(CL): 0.043 I 999 240 HORZ(LL): 0.007 I - - HORZ(TL): 0.014 I - - Creep Factor: 2.0 Max TC CSI: 0.250 Max BC CSI: 0.187 Max Web CSI: 0.114 Wgt: 67.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V08 Truss Type VAL Qty 1 Ply 1 2768 05/12/2020 A B C D E FGHI J 5 12 2X4(D8R) 1.5X3 1.5X3 4X4 1.5X3 3X4 1.5X3 1.5X3 2X4(D8R) 19'0"8 8"6 8'9"15 8'9"15 8"6 5'10"4 7'4"5'10"4 0"4 3' 1 1 " 1 4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 23.04 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 J* 82 /- /- /41 /25 /6 Wind reactions based on MWFRS J Brg Width = 276 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 239 -151 B - C 224 0 Chords Tens. Comp. C - D 224 0 D - E 240 -152 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 191 -150 I - H 202 -160 H - G 202 -160 Chords Tens. Comp. G - F 202 -160 F - E 190 -150 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 458 -408 C - H 246 -398 Webs Tens. Comp. F - D 457 -409 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.019 F 999 360 VERT(CL): 0.039 F 999 240 HORZ(LL): 0.006 I - - HORZ(TL): 0.012 I - - Creep Factor: 2.0 Max TC CSI: 0.329 Max BC CSI: 0.204 Max Web CSI: 0.164 Wgt: 79.8 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V09 Truss Type VAL Qty 1 Ply 1 2771 05/12/2020 A B C D E FGHI J 5 12 2X4(D8R) 1.5X3 1.5X4 4X4 1.5X3 3X6 1.5X4 1.5X3 2X4(D8R) 23'0"8 8"6 10'9"15 10'9"15 8"6 5'10"4 11'4"5'10"4 0"4 4' 9 " 1 4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 23.04 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 J* 82 /- /- /41 /25 /6 Wind reactions based on MWFRS J Brg Width = 276 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 239 -151 B - C 224 0 Chords Tens. Comp. C - D 224 0 D - E 240 -152 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 191 -150 I - H 202 -160 H - G 202 -160 Chords Tens. Comp. G - F 202 -160 F - E 190 -150 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 458 -408 C - H 246 -398 Webs Tens. Comp. F - D 457 -409 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.019 F 999 360 VERT(CL): 0.039 F 999 240 HORZ(LL): 0.006 I - - HORZ(TL): 0.012 I - - Creep Factor: 2.0 Max TC CSI: 0.329 Max BC CSI: 0.204 Max Web CSI: 0.164 Wgt: 79.8 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V09 Truss Type VAL Qty 1 Ply 1 2771 05/12/2020 A B C D E FGHI J 5 12 2X4(D8R) 1.5X3 1.5X4 4X4 1.5X3 3X6 1.5X4 1.5X3 2X4(D8R) 23'0"8 8"6 10'9"15 10'9"15 8"6 5'10"4 11'4"5'10"4 0"4 4' 9 " 1 4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 27.04 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 M* 82 /- /- /42 /25 /6 Wind reactions based on MWFRS M Brg Width = 324 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 61 -147 B - C 83 -153 C - D 189 -137 Chords Tens. Comp. D - E 189 -137 E - F 83 -152 F - G 63 -149 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 175 -54 L - K 181 -57 K - J 185 -58 Chords Tens. Comp. J - I 185 -61 I - H 183 -59 H - G 177 -56 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 394 -354 C - K 321 -269 Webs Tens. Comp. I - E 321 -269 H - F 394 -353 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.025 L 999 360 VERT(CL): 0.051 L 999 240 HORZ(LL): -0.006 C - - HORZ(TL): 0.011 C - - Creep Factor: 2.0 Max TC CSI: 0.239 Max BC CSI: 0.171 Max Web CSI: 0.117 Wgt: 95.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V10 Truss Type VAL Qty 1 Ply 1 2774 05/12/2020 A B C D E F G HIJKL M 5 12 2X4(D8R) 1.5X3 1.5X3 1.5X3 1.5X3 3X4 3X6 1.5X3 1.5X3 1.5X3 1.5X3 2X4(D8R) 27'0"8 8"6 12'9"15 12'9"15 8"6 5'10"4 15'4"5'10"4 0"4 5' 7 " 1 4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 27.04 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 M* 82 /- /- /42 /25 /6 Wind reactions based on MWFRS M Brg Width = 324 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 61 -147 B - C 83 -153 C - D 189 -137 Chords Tens. Comp. D - E 189 -137 E - F 83 -152 F - G 63 -149 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 175 -54 L - K 181 -57 K - J 185 -58 Chords Tens. Comp. J - I 185 -61 I - H 183 -59 H - G 177 -56 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 394 -354 C - K 321 -269 Webs Tens. Comp. I - E 321 -269 H - F 394 -353 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.025 L 999 360 VERT(CL): 0.051 L 999 240 HORZ(LL): -0.006 C - - HORZ(TL): 0.011 C - - Creep Factor: 2.0 Max TC CSI: 0.239 Max BC CSI: 0.171 Max Web CSI: 0.117 Wgt: 95.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V10 Truss Type VAL Qty 1 Ply 1 2774 05/12/2020 A B C D E F G HIJKL M 5 12 2X4(D8R) 1.5X3 1.5X3 1.5X3 1.5X3 3X4 3X6 1.5X3 1.5X3 1.5X3 1.5X3 2X4(D8R) 27'0"8 8"6 12'9"15 12'9"15 8"6 5'10"4 15'4"5'10"4 0"4 5' 7 " 1 4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 31.04 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 P* 82 /- /- /42 /33 /7 Wind reactions based on MWFRS P Brg Width = 372 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 212 -178 B - C 186 -40 C - D 205 -23 D - E 199 0 Chords Tens. Comp. E - F 199 0 F - G 205 -23 G - H 186 -40 H - I 212 -179 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 224 -144 O - N 234 -149 N - M 238 -152 M - L 238 -152 Chords Tens. Comp. L - K 238 -154 K - J 234 -152 J - I 225 -147 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 375 -338 D - N 389 -316 E - M 145 -353 Webs Tens. Comp. K - F 389 -316 J - H 375 -338 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.10 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): 0.022 O 999 360 VERT(CL): 0.046 O 999 240 HORZ(LL): 0.007 O - - HORZ(TL): 0.013 O - - Creep Factor: 2.0 Max TC CSI: 0.242 Max BC CSI: 0.183 Max Web CSI: 0.262 Wgt: 117.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V11 Truss Type VAL Qty 1 Ply 1 2777 05/12/2020 A B C D E F G H I JKLMNO P 5 12 3X4(D1) 1.5X3 1.5X3 3X6 1.5X3 1.5X3 4X4 1.5X3 3X6 1.5X3 1.5X3 3X6 1.5X3 1.5X3 3X4(D1) 31'0"8 8"6 14'9"15 14'9"15 8"6 5'10"4 19'4"5'10"4 0"4 6' 5 " 1 4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 31.04 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 P* 82 /- /- /42 /33 /7 Wind reactions based on MWFRS P Brg Width = 372 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 212 -178 B - C 186 -40 C - D 205 -23 D - E 199 0 Chords Tens. Comp. E - F 199 0 F - G 205 -23 G - H 186 -40 H - I 212 -179 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 224 -144 O - N 234 -149 N - M 238 -152 M - L 238 -152 Chords Tens. Comp. L - K 238 -154 K - J 234 -152 J - I 225 -147 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 375 -338 D - N 389 -316 E - M 145 -353 Webs Tens. Comp. K - F 389 -316 J - H 375 -338 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.10 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): 0.022 O 999 360 VERT(CL): 0.046 O 999 240 HORZ(LL): 0.007 O - - HORZ(TL): 0.013 O - - Creep Factor: 2.0 Max TC CSI: 0.242 Max BC CSI: 0.183 Max Web CSI: 0.262 Wgt: 117.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V11 Truss Type VAL Qty 1 Ply 1 2777 05/12/2020 A B C D E F G H I JKLMNO P 5 12 3X4(D1) 1.5X3 1.5X3 3X6 1.5X3 1.5X3 4X4 1.5X3 3X6 1.5X3 1.5X3 3X6 1.5X3 1.5X3 3X4(D1) 31'0"8 8"6 14'9"15 14'9"15 8"6 5'10"4 19'4"5'10"4 0"4 6' 5 " 1 4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 35.04 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 Q* 82 /- /- /42 /35 /7 Wind reactions based on MWFRS Q Brg Width = 420 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 201 -181 B - C 174 -85 C - D 194 -69 D - E 202 -10 Chords Tens. Comp. E - F 202 0 F - G 194 -41 G - H 174 -58 H - I 188 -181 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 230 -175 P - O 238 -180 O - N 244 -183 N - M 244 -152 Chords Tens. Comp. M - L 244 -152 L - K 244 -152 K - J 238 -149 J - I 230 -144 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 346 -304 D - O 495 -413 E - M 231 -445 Webs Tens. Comp. K - F 495 -413 J - H 346 -304 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.50 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): 0.024 J 999 360 VERT(CL): 0.049 J 999 240 HORZ(LL): 0.009 J - - HORZ(TL): 0.015 J - - Creep Factor: 2.0 Max TC CSI: 0.350 Max BC CSI: 0.191 Max Web CSI: 0.424 Wgt: 130.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V12 Truss Type VAL Qty 1 Ply 1 2780 05/12/2020 A B C D E F G H I JKLMNOP Q 5 12 3X4(D1) 1.5X3 1.5X3 3X6 1.5X3 1.5X4 3X6 5X6 1.5X3 3X6 1.5X4 1.5X3 3X6 1.5X3 1.5X3 3X4(D1) 35'0"8 8"6 16'9"15 16'9"15 8"6 5'10"4 23'4"5'10"4 0"4 7' 3 " 1 4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 35.04 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 Q* 82 /- /- /42 /35 /7 Wind reactions based on MWFRS Q Brg Width = 420 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 201 -181 B - C 174 -85 C - D 194 -69 D - E 202 -10 Chords Tens. Comp. E - F 202 0 F - G 194 -41 G - H 174 -58 H - I 188 -181 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 230 -175 P - O 238 -180 O - N 244 -183 N - M 244 -152 Chords Tens. Comp. M - L 244 -152 L - K 244 -152 K - J 238 -149 J - I 230 -144 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 346 -304 D - O 495 -413 E - M 231 -445 Webs Tens. Comp. K - F 495 -413 J - H 346 -304 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.50 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): 0.024 J 999 360 VERT(CL): 0.049 J 999 240 HORZ(LL): 0.009 J - - HORZ(TL): 0.015 J - - Creep Factor: 2.0 Max TC CSI: 0.350 Max BC CSI: 0.191 Max Web CSI: 0.424 Wgt: 130.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V12 Truss Type VAL Qty 1 Ply 1 2780 05/12/2020 A B C D E F G H I JKLMNOP Q 5 12 3X4(D1) 1.5X3 1.5X3 3X6 1.5X3 1.5X4 3X6 5X6 1.5X3 3X6 1.5X4 1.5X3 3X6 1.5X3 1.5X3 3X4(D1) 35'0"8 8"6 16'9"15 16'9"15 8"6 5'10"4 23'4"5'10"4 0"4 7' 3 " 1 4 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 17.56 21.48 BC 75 0.00 39.04 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 S* 82 /- /- /42 /37 /7 Wind reactions based on MWFRS S Brg Width = 468 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 196 -175 B - C 146 -66 C - D 183 -49 D - E 232 -3 E - F 262 0 Chords Tens. Comp. F - G 232 0 G - H 183 -27 H - I 137 -44 I - J 175 -176 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 220 -169 R - Q 231 -175 Q - P 236 -178 P - O 236 -160 O - N 240 -161 Chords Tens. Comp. N - M 236 -158 M - L 236 -158 L - K 230 -155 K - J 220 -149 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - R 428 -371 D - Q 489 -397 E - O 252 -301 Webs Tens. Comp. N - F 252 -301 L - G 489 -397 K - I 428 -371 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.90 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): 0.021 K 999 360 VERT(CL): 0.043 K 999 240 HORZ(LL): 0.008 K - - HORZ(TL): 0.013 K - - Creep Factor: 2.0 Max TC CSI: 0.305 Max BC CSI: 0.217 Max Web CSI: 0.290 Wgt: 154.0 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V13 Truss Type VAL Qty 1 Ply 1 2789 05/12/2020 A B C D E F G H I J KLMNOPQR S 5 12 3X4(D1) 1.5X3 1.5X4 3X6 1.5X3 1.5X4 3X6 5X6 1.5X3 1.5X3 5X6 3X6 1.5X4 1.5X3 3X6 1.5X4 1.5X3 3X4(D1) 39'0"8 8"6 16'10"7 3'11"16'10"7 8"6 5'10"4 27'4"5'10"4 0"4 7' 4 " 1 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 17.56 21.48 BC 75 0.00 39.04 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 S* 82 /- /- /42 /37 /7 Wind reactions based on MWFRS S Brg Width = 468 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 196 -175 B - C 146 -66 C - D 183 -49 D - E 232 -3 E - F 262 0 Chords Tens. Comp. F - G 232 0 G - H 183 -27 H - I 137 -44 I - J 175 -176 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 220 -169 R - Q 231 -175 Q - P 236 -178 P - O 236 -160 O - N 240 -161 Chords Tens. Comp. N - M 236 -158 M - L 236 -158 L - K 230 -155 K - J 220 -149 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - R 428 -371 D - Q 489 -397 E - O 252 -301 Webs Tens. Comp. N - F 252 -301 L - G 489 -397 K - I 428 -371 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.90 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): 0.021 K 999 360 VERT(CL): 0.043 K 999 240 HORZ(LL): 0.008 K - - HORZ(TL): 0.013 K - - Creep Factor: 2.0 Max TC CSI: 0.305 Max BC CSI: 0.217 Max Web CSI: 0.290 Wgt: 154.0 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V13 Truss Type VAL Qty 1 Ply 1 2789 05/12/2020 A B C D E F G H I J KLMNOPQR S 5 12 3X4(D1) 1.5X3 1.5X4 3X6 1.5X3 1.5X4 3X6 5X6 1.5X3 1.5X3 5X6 3X6 1.5X4 1.5X3 3X6 1.5X4 1.5X3 3X4(D1) 39'0"8 8"6 16'10"7 3'11"16'10"7 8"6 5'10"4 27'4"5'10"4 0"4 7' 4 " 1 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 45 0.00 3.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 81 /- /- /31 /30 /4 Wind reactions based on MWFRS D Brg Width = 44.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 236 -199 Chords Tens. Comp. B - C 236 -199 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 202 -199 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 999 360 VERT(CL): 0.006 999 240 HORZ(LL): -0.001 - - HORZ(TL): 0.002 - - Creep Factor: 2.0 Max TC CSI: 0.033 Max BC CSI: 0.058 Max Web CSI: 0.000 Wgt: 11.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V14 Truss Type VAL Qty 1 Ply 1 2510 05/12/2020 A B C D 5 12 2X4(D8R)3X4 2X4(D8R) 3'8"8 8"6 1'1"15 1'1"15 8"6 0"4 9" 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 45 0.00 3.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 81 /- /- /31 /30 /4 Wind reactions based on MWFRS D Brg Width = 44.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 236 -199 Chords Tens. Comp. B - C 236 -199 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 202 -199 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 999 360 VERT(CL): 0.006 999 240 HORZ(LL): -0.001 - - HORZ(TL): 0.002 - - Creep Factor: 2.0 Max TC CSI: 0.033 Max BC CSI: 0.058 Max Web CSI: 0.000 Wgt: 11.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V14 Truss Type VAL Qty 1 Ply 1 2510 05/12/2020 A B C D 5 12 2X4(D8R)3X4 2X4(D8R) 3'8"8 8"6 1'1"15 1'1"15 8"6 0"4 9" 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 7.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 81 /- /- /37 /45 /5 Wind reactions based on MWFRS E Brg Width = 92.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 202 -190 Chords Tens. Comp. B - C 202 -191 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 261 -156 Chords Tens. Comp. D - C 261 -156 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 418 -299 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.008 D 999 360 VERT(CL): 0.012 D 999 240 HORZ(LL): 0.003 D - - HORZ(TL): 0.004 D - - Creep Factor: 2.0 Max TC CSI: 0.096 Max BC CSI: 0.096 Max Web CSI: 0.124 Wgt: 25.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V15 Truss Type VAL Qty 1 Ply 1 2511 05/12/2020 A B C D E 5 12 2X4(D8R) 4X4 1.5X4 2X4(D8R) 7'8"8 8"6 3'1"15 3'1"15 8"6 3'8"8 3"8 3'8"8 0"4 1' 7 " 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 7.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 81 /- /- /37 /45 /5 Wind reactions based on MWFRS E Brg Width = 92.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 202 -190 Chords Tens. Comp. B - C 202 -191 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 261 -156 Chords Tens. Comp. D - C 261 -156 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 418 -299 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.008 D 999 360 VERT(CL): 0.012 D 999 240 HORZ(LL): 0.003 D - - HORZ(TL): 0.004 D - - Creep Factor: 2.0 Max TC CSI: 0.096 Max BC CSI: 0.096 Max Web CSI: 0.124 Wgt: 25.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V15 Truss Type VAL Qty 1 Ply 1 2511 05/12/2020 A B C D E 5 12 2X4(D8R) 4X4 1.5X4 2X4(D8R) 7'8"8 8"6 3'1"15 3'1"15 8"6 3'8"8 3"8 3'8"8 0"4 1' 7 " 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 11.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 81 /- /- /39 /49 /6 Wind reactions based on MWFRS E Brg Width = 140 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 482 -426 Chords Tens. Comp. B - C 482 -426 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 488 -396 Chords Tens. Comp. D - C 488 -396 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 650 -604 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 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): -0.032 D 999 360 VERT(CL): 0.045 D 999 240 HORZ(LL): 0.011 D - - HORZ(TL): 0.015 D - - Creep Factor: 2.0 Max TC CSI: 0.257 Max BC CSI: 0.266 Max Web CSI: 0.194 Wgt: 36.4 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V16 Truss Type VAL Qty 1 Ply 1 2483 05/12/2020 A B C D E 5 12 2X4(D8R) 4X4 2X4 2X4(D8R) 11'8"8 8"6 5'1"15 5'1"15 8"6 5'8"8 3"8 5'8"8 0"4 2' 5 " 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 11.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 81 /- /- /39 /49 /6 Wind reactions based on MWFRS E Brg Width = 140 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 482 -426 Chords Tens. Comp. B - C 482 -426 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 488 -396 Chords Tens. Comp. D - C 488 -396 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 650 -604 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 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): -0.032 D 999 360 VERT(CL): 0.045 D 999 240 HORZ(LL): 0.011 D - - HORZ(TL): 0.015 D - - Creep Factor: 2.0 Max TC CSI: 0.257 Max BC CSI: 0.266 Max Web CSI: 0.194 Wgt: 36.4 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V16 Truss Type VAL Qty 1 Ply 1 2483 05/12/2020 A B C D E 5 12 2X4(D8R) 4X4 2X4 2X4(D8R) 11'8"8 8"6 5'1"15 5'1"15 8"6 5'8"8 3"8 5'8"8 0"4 2' 5 " 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 15.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H* 82 /- /- /40 /51 /6 Wind reactions based on MWFRS H Brg Width = 188 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 215 -352 B - C 130 -97 Chords Tens. Comp. C - D 130 -98 D - E 215 -353 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 420 -131 G - F 436 -141 Chords Tens. Comp. F - E 420 -131 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 654 -362 Webs Tens. Comp. F - D 654 -362 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 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): -0.028 F 999 360 VERT(CL): 0.046 F 999 240 HORZ(LL): 0.010 F - - HORZ(TL): 0.015 F - - Creep Factor: 2.0 Max TC CSI: 0.258 Max BC CSI: 0.237 Max Web CSI: 0.195 Wgt: 50.4 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V17 Truss Type VAL Qty 1 Ply 1 2525 05/12/2020 A B C D E FG H 5 12 2X4(D8R) 1.5X4 2X4 3X4 2X4 1.5X4 2X4(D8R) 15'8"8 8"6 7'1"15 7'1"15 8"6 5'10"4 4'5'10"4 0"4 3' 3 " 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 15.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H* 82 /- /- /40 /51 /6 Wind reactions based on MWFRS H Brg Width = 188 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 215 -352 B - C 130 -97 Chords Tens. Comp. C - D 130 -98 D - E 215 -353 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 420 -131 G - F 436 -141 Chords Tens. Comp. F - E 420 -131 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 654 -362 Webs Tens. Comp. F - D 654 -362 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 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): -0.028 F 999 360 VERT(CL): 0.046 F 999 240 HORZ(LL): 0.010 F - - HORZ(TL): 0.015 F - - Creep Factor: 2.0 Max TC CSI: 0.258 Max BC CSI: 0.237 Max Web CSI: 0.195 Wgt: 50.4 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss V17 Truss Type VAL Qty 1 Ply 1 2525 05/12/2020 A B C D E FG H 5 12 2X4(D8R) 1.5X4 2X4 3X4 2X4 1.5X4 2X4(D8R) 15'8"8 8"6 7'1"15 7'1"15 8"6 5'10"4 4'5'10"4 0"4 3' 3 " 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 18.29 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 8.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for gable wind bracing requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q* 155 /- /- /63 /114 /13 Wind reactions based on MWFRS Q Brg Width = 219 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 116 -196 B - C 124 -58 C - D 266 -20 D - E 446 -18 Chords Tens. Comp. E - F 446 -18 F - G 266 -42 G - H 124 -79 H - I 137 -196 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 261 -95 P - O 293 -104 O - N 303 -108 N - M 313 -111 Chords Tens. Comp. M - L 313 -111 L - K 303 -128 K - J 292 -124 J - I 261 -115 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - P 688 -338 C - O 377 -264 D - N 696 -351 E - M 49 -306 Gables Tens. Comp. L - F 696 -351 K - G 377 -264 J - H 688 -338 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 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): -0.007 J 999 360 VERT(CL): 0.010 J 999 240 HORZ(LL): -0.004 P - - HORZ(TL): 0.005 P - - Creep Factor: 2.0 Max TC CSI: 0.130 Max BC CSI: 0.103 Max Web CSI: 0.205 Wgt: 78.4 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss VG19 Truss Type GABL Qty 1 Ply 1 2535 05/12/2020 A B C D E F G H I JKLMNOP Q 5 12 2X4(D8R)2X4 3X3 4X4 5X6 2X4 2X4(D8R) 18'3"8 8"6 8'5"6 8'5"6 8"6 0"4 3' 1 0 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 18.29 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 8.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for gable wind bracing requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q* 155 /- /- /63 /114 /13 Wind reactions based on MWFRS Q Brg Width = 219 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 116 -196 B - C 124 -58 C - D 266 -20 D - E 446 -18 Chords Tens. Comp. E - F 446 -18 F - G 266 -42 G - H 124 -79 H - I 137 -196 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 261 -95 P - O 293 -104 O - N 303 -108 N - M 313 -111 Chords Tens. Comp. M - L 313 -111 L - K 303 -128 K - J 292 -124 J - I 261 -115 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - P 688 -338 C - O 377 -264 D - N 696 -351 E - M 49 -306 Gables Tens. Comp. L - F 696 -351 K - G 377 -264 J - H 688 -338 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 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): -0.007 J 999 360 VERT(CL): 0.010 J 999 240 HORZ(LL): -0.004 P - - HORZ(TL): 0.005 P - - Creep Factor: 2.0 Max TC CSI: 0.130 Max BC CSI: 0.103 Max Web CSI: 0.205 Wgt: 78.4 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss VG19 Truss Type GABL Qty 1 Ply 1 2535 05/12/2020 A B C D E F G H I JKLMNOP Q 5 12 2X4(D8R)2X4 3X3 4X4 5X6 2X4 2X4(D8R) 18'3"8 8"6 8'5"6 8'5"6 8"6 0"4 3' 1 0 " **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Purlins 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 22 0.00 1.86 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* 81 /- /- /40 /15 /13 Wind reactions based on MWFRS D Brg Width = 22.3 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -12 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 56 -5 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.002 B 999 360 VERT(CL): 0.004 B 999 240 HORZ(LL): 0.001 B - - HORZ(TL): 0.001 B - - Creep Factor: 2.0 Max TC CSI: 0.014 Max BC CSI: 0.035 Max Web CSI: 0.000 Wgt: 5.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss VM02 Truss Type VAL Qty 1 Ply 1 2680 05/12/2020 A B CD 5 12 2X4(D8R) 1'10"4 8"6 1'1"15 0"4 9" 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Purlins 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 22 0.00 1.86 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* 81 /- /- /40 /15 /13 Wind reactions based on MWFRS D Brg Width = 22.3 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -12 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 56 -5 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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): 0.002 B 999 360 VERT(CL): 0.004 B 999 240 HORZ(LL): 0.001 B - - HORZ(TL): 0.001 B - - Creep Factor: 2.0 Max TC CSI: 0.014 Max BC CSI: 0.035 Max Web CSI: 0.000 Wgt: 5.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss VM02 Truss Type VAL Qty 1 Ply 1 2680 05/12/2020 A B CD 5 12 2X4(D8R) 1'10"4 8"6 1'1"15 0"4 9" 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 46 0.00 3.86 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* 81 /- /- /46 /25 /18 Wind reactions based on MWFRS F Brg Width = 46.3 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 27 -88 Chords Tens. Comp. B - C 0 -11 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 7 -10 Chords Tens. Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 225 -112 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.002 E - - HORZ(TL): 0.004 E - - Creep Factor: 2.0 Max TC CSI: 0.077 Max BC CSI: 0.073 Max Web CSI: 0.086 Wgt: 12.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss VM04 Truss Type VAL Qty 1 Ply 1 2683 05/12/2020 A B C D E F 5 12 2X4(D8R) 1.5X3 3X6 3'10"4 8"6 3'1"15 3'1"7 3"8 5"5 0"4 1' 7 " 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 46 0.00 3.86 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* 81 /- /- /46 /25 /18 Wind reactions based on MWFRS F Brg Width = 46.3 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 27 -88 Chords Tens. Comp. B - C 0 -11 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 7 -10 Chords Tens. Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 225 -112 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.002 E - - HORZ(TL): 0.004 E - - Creep Factor: 2.0 Max TC CSI: 0.077 Max BC CSI: 0.073 Max Web CSI: 0.086 Wgt: 12.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss VM04 Truss Type VAL Qty 1 Ply 1 2683 05/12/2020 A B C D E F 5 12 2X4(D8R) 1.5X3 3X6 3'10"4 8"6 3'1"15 3'1"7 3"8 5"5 0"4 1' 7 " 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 70 0.00 5.86 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* 81 /- /- /48 /29 /20 Wind reactions based on MWFRS F Brg Width = 70.3 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 57 -235 Chords Tens. Comp. B - C 0 -48 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 230 -24 Chords Tens. Comp. E - D 219 -23 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 533 -268 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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 C 999 360 VERT(CL): 0.049 C 999 240 HORZ(LL): -0.017 C - - HORZ(TL): 0.021 C - - Creep Factor: 2.0 Max TC CSI: 0.249 Max BC CSI: 0.055 Max Web CSI: 0.205 Wgt: 18.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss VM06 Truss Type VAL Qty 1 Ply 1 2686 05/12/2020 A B C D E F 5 12 2X4(D8R) 1.5X3 1.5X4 5'10"4 8"6 5'1"15 3'6"4 3"8 2'0"8 0"4 2' 5 " 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 70 0.00 5.86 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* 81 /- /- /48 /29 /20 Wind reactions based on MWFRS F Brg Width = 70.3 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 57 -235 Chords Tens. Comp. B - C 0 -48 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 230 -24 Chords Tens. Comp. E - D 219 -23 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 533 -268 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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 C 999 360 VERT(CL): 0.049 C 999 240 HORZ(LL): -0.017 C - - HORZ(TL): 0.021 C - - Creep Factor: 2.0 Max TC CSI: 0.249 Max BC CSI: 0.055 Max Web CSI: 0.205 Wgt: 18.2 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss VM06 Truss Type VAL Qty 1 Ply 1 2686 05/12/2020 A B C D E F 5 12 2X4(D8R) 1.5X3 1.5X4 5'10"4 8"6 5'1"15 3'6"4 3"8 2'0"8 0"4 2' 5 " 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 7.86 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 H* 82 /- /- /49 /30 /21 Wind reactions based on MWFRS H Brg Width = 94.3 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 40 -241 B - C 38 -180 Chords Tens. Comp. C - D 0 -39 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 263 -30 G - F 270 -33 Chords Tens. Comp. F - E 267 -32 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 263 -168 Webs Tens. Comp. C - F 414 -196 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.019 D 999 360 VERT(CL): 0.030 D 999 240 HORZ(LL): -0.009 D - - HORZ(TL): 0.011 D - - Creep Factor: 2.0 Max TC CSI: 0.147 Max BC CSI: 0.055 Max Web CSI: 0.151 Wgt: 26.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss VM08 Truss Type VAL Qty 1 Ply 1 2689 05/12/2020 A B C D E FG H 5 12 2X4(D8R) 1.5X3 1.5X3 1.5X3 1.5X4 7'10"4 8"6 7'1"15 3'6"4 2'8"3 1'7"13 0"4 3' 3 " 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 7.86 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 H* 82 /- /- /49 /30 /21 Wind reactions based on MWFRS H Brg Width = 94.3 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 40 -241 B - C 38 -180 Chords Tens. Comp. C - D 0 -39 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 263 -30 G - F 270 -33 Chords Tens. Comp. F - E 267 -32 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 263 -168 Webs Tens. Comp. C - F 414 -196 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.019 D 999 360 VERT(CL): 0.030 D 999 240 HORZ(LL): -0.009 D - - HORZ(TL): 0.011 D - - Creep Factor: 2.0 Max TC CSI: 0.147 Max BC CSI: 0.055 Max Web CSI: 0.151 Wgt: 26.6 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss VM08 Truss Type VAL Qty 1 Ply 1 2689 05/12/2020 A B C D E FG H 5 12 2X4(D8R) 1.5X3 1.5X3 1.5X3 1.5X4 7'10"4 8"6 7'1"15 3'6"4 2'8"3 1'7"13 0"4 3' 3 " 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 9.86 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 H* 82 /- /- /50 /31 /21 Wind reactions based on MWFRS H Brg Width = 118 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 66 -261 B - C 17 -125 Chords Tens. Comp. C - D 0 -30 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 307 -39 G - F 316 -42 Chords Tens. Comp. F - E 314 -41 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 373 -306 Webs Tens. Comp. C - F 279 -116 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.026 G 999 360 VERT(CL): 0.052 G 999 240 HORZ(LL): -0.006 G - - HORZ(TL): 0.012 G - - Creep Factor: 2.0 Max TC CSI: 0.200 Max BC CSI: 0.155 Max Web CSI: 0.111 Wgt: 35.0 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss VM10 Truss Type VAL Qty 1 Ply 1 2692 05/12/2020 A B C D E FG H 5 12 2X4(D8R) 1.5X3 1.5X3 1.5X3 3X6 9'10"4 8"6 9'1"15 5'11"1 2'8"3 1'3" 0"4 4' 1 " 8 **WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form. Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1. Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses. Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 9.86 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 H* 82 /- /- /50 /31 /21 Wind reactions based on MWFRS H Brg Width = 118 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 66 -261 B - C 17 -125 Chords Tens. Comp. C - D 0 -30 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 307 -39 G - F 316 -42 Chords Tens. Comp. F - E 314 -41 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 373 -306 Webs Tens. Comp. C - F 279 -116 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.026 G 999 360 VERT(CL): 0.052 G 999 240 HORZ(LL): -0.006 G - - HORZ(TL): 0.012 G - - Creep Factor: 2.0 Max TC CSI: 0.200 Max BC CSI: 0.155 Max Web CSI: 0.111 Wgt: 35.0 lbs VIEW Ver: 19.01.00A.0618.15 Job 80670 Truss VM10 Truss Type VAL Qty 1 Ply 1 2692 05/12/2020 A B C D E FG H 5 12 2X4(D8R) 1.5X3 1.5X3 1.5X3 3X6 9'10"4 8"6 9'1"15 5'11"1 2'8"3 1'3" 0"4 4' 1 " 8 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 " M A X 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 STDTL03ALTERNATE GABLE END BRACING DETAILFEBRUARY 17, 2017 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 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. 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. 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 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 ** STDTL09FEBRUARY 17, 2017 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY STDTL10FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS 45.00°45.00°45.00° STDTL11FEBRUARY 17, 2017 LATERAL TOE-NAIL DETAIL L STDTL12FEBRUARY 17, 2017 UPLIFT TOE-NAIL DETAIL 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 i n ) 2x4 SP No. 2 (Min) 2x2 SP No. 3 STDTL13 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 STDTL15FEBRUARY 17, 2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND DAMAGED OR MISSING CHORD SPLICE PLATES STDTL16FEBRUARY 17, 2017 SCAB APPLIED OVERHANGS (L) 24" MAX (2.0 x L) 24" MIN