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Home My WebLink AboutTRUSS PAPERWORKA-1 ROOF TRUSSES A FLORIDA CORPORATION Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. SCANNED RE: Job 74190 St Lucie County Site Information: Customer Info: JM BUILDING SUPPLY Project Name: MONROE RESIDENCE Lot/Block: 3 Model: MONROE RESIDENCE Address: LOT 3 MULLER RD, FT PIERCE, FL Subdivision: City: County: St Lucie St. Name Address and License # of Structural Engineer of Record, If there is one, for the built Name: License #: Address: City: General Truss Engineering criteria Design Loads (Individual Truss Design Drawings Show Special Conditions): Design Code: RF_Standard_40_160_ Design Program: Alpine Engineered Produ Wind Code: ASCE 7-10 Wind Speed: 160 Roof Load: 40.0 psf Floor Load: 0.0 psf This package includes 103 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. n UN c� VJ OLL Ur� La 2ro <W No. Seq # Truss Name Date No. Seq # Truss Name Date No. Seq # Truss Name Date 1 2790 A01 11/12/18 13 2721 A13 11/12/18 25 2731 B03 11/12/18 2 2713 A02 11/12/18 14 2722 A14 11112/18 26 2732 B04 11/12/18 3 2714 A03 11/12/18 15 2723 A15 11/12/18 27 2733 B05 11/12/18 4 2818 A04 11112/18 16 2833 A16 11/12/18 28 2734 B06 11/12/18 5 2821 A05 11/12/18 17 2836 A17 11/12/18 29 2735 B07 11/12/18 6 2824 A06 11/12/18 18 2839 A18 11112/18 30 2860 B08 11/12118 7 2718 A07 11/12/18 19 12842 1 A19 11/12/18 31 2737 B09 11/12/18 8 2719 A08 11112/18 11/12/18 32 2801 B10 1IVI2118 9 2907 A09 11/12/18 11112/18 33 2855 Ell 11/12/18 10 2913 A10 11/12/18 H24dt 11/12/18 34 2802 B12 11/12/18 11 2916 All _ 11/12/18 11/12/18 35 2863 B13 11/12/18 12 2720 Al2 11/12/18 11/12118 j 36 2922 C01 111112118 Thetruss drawing(s) referenced have beer) prepared byAlpfne Engineemd Products, Inc. under mydnectsupmisim based on dle parameters provided byA-1 Roof Truss Design Engineer's Name: Anthony Tombo III My license renewal dale for the state of Florida is February 28,2019. NO E.Thesealonthese drawingsindicateacceptvrceof professionalengineering respo nsibiGty solelyforthe truss components shown. The su'nabiliy and use of components for my padkularbuflding isthe responsibility ofthe building designer, perANSlrrPI-1 Sec. 2 The Truss Design Drawmg(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to attin nes as'Stmctural Engineering Documental provided by the Building Designermdirating the nature and chamrterofthe worlL The design criteria therein have been transferred to AnthonyTombo m PE by [At Roof Trusses orspe 'relic location]. These TDDs (also referred to attunes as'Strucbral Delegated Engineering Dom moral are specaltysbuctural component designs and may be part of the projects deferred or phased submittals. As a Truss Design Engkmerfw,Spe®ity Anthony T. Engineer), the seal hem and on the Too represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on thaTDD only. The Building Designers responsible forand shall coordinate and review the TODs for mmpaublitywith theirwriben engineering requirements. Please review all TDDs and al related notes. SERIAL iF : / D rii 4d36b989999e20a51 b6cde8e Page 1 of FILE COPY �= A-1 ROOF TRUSSES A FLORIDA CORPORATION RE: Job 74190 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. No. Seq # Truss Name Date No. Seq # Truss Name Date No. Seq # me Date 37 2740 CO2 11/12/18 75 2812 J10G 11/12118 113 STDL10 AIL 11/12118 38 2741 CO3 11/12/18 76 2872 J1OP 11112/18 114 STDL11 AIL 11/12/18 39 2742 C04 11/12/18 77 2765 J2 11/12/18 115 STDL12 WSTD.DETAIL AIL 11/12/18 40 2743 C05 11/12/18 78 2766 J2A 11112/18 116 STDL13 AIL 11/12/18 41 2804 C06 11/12/18 79 2767 J5 11/12118 117 STDL14 AIL 11/12/18 42 2744 CJ1 11/12118 80 2768 J6 11/12/18 118 STDL15 AIL 11112/18 43 2745 CJ1E 11/12118 81 2769 J7 11/12118 119 STDL16 AIL 11/12118 44 2746 WIT 11112/18 82 2770 RC 11/12/18 _ _ - 45 2747 CJ3 11/12/18 83 12771 VE 11/12/18 46 2748 CJ3A 11/12/18 84 2772 J7P 11/12/18 47 2749 CJ3C 11/12/18 85 2773 PBO1 11/12/18 48 12750 CJ3E 11112/18 86 2774 PB02 11/12/18 49 2751 CJ3P 11112118 87 2798 - 13803 11/12/18 50 2752 CJ5 11/12118 88 2775 PB04 11/12/18 51 2753 CJ5A 11112/18 89 2809 T01 11/12/18 52 2754 CJ5C 11/12/18 90 2776 V10 11/12118 53 2755 CJ5E 11112/18 91 2777 V4 11/12/18 54 2756 CJ5P 11/12118 92 12778 V8 11/12/18 55 2869 D01 11/12/18 93 2779 VH4 11/12118 56 2757 D02 11/12/18 94 2780 VM10 11/12118 57 2758 D03 11/12/18 95 2781 VM12 11/12/18 58 2759 D04 11/12118 96 2782 VM14 11/12118 59 2811 D05 11/12/18 97 2783 VM16 11/12118 60 2760 006 11/12/18 98 2465 VM18 11112/18 61 2761 D07 11112/18 99 2785 VM2 11/12118 62 2805 D08 11112/18 100 2786 VM4 11/12/18 63 2806 D09 11/12/18 101 2787 VM5 11/12/18 64 2807 D10 11/12/18 102 2788 VM6 11/12118 65 2762 E01 11112118 103 2789 VM8 11/12/18 66 2763 E02 11/12118 104 STDL01 STD. DETAIL 11/12118 67 2808 E03 11/12/18 105 STDL02 STD. DETAIL 11/12118 68 12791 HJ1 11/121181 106 STDL03 STD. DETAIL 11112/18 69 2792 HJ2 11/12/18 107 STDL04 STD. DETAIL 11/12/18 70 2793 HJ5 11112/18 108 STDL05 TO. DETAIL 11/12/18 71 2794 HJ7 11/12/18 109 STDL06 STD. DETAIL 11112/18 72 2795 HJ7C 11/12118 110 STDL07 STD. DETAIL 11/12/18 73 2796 HHE 11/12118 Ill STDL08 STD. DETAIL 11/12/18 74 2797 HRP 11112118 112 STDL09 STD. DETAIL 11/12118 Page 2 of 2 Job Truss Truss Type City Ply 11109/2018 74190 A01 FLAT 1 1 2790 148# 14M tint#+ 148# 14811 148# 1;1:4 1481 148# 148#+ 148#+ 148#y 148#+ 2'0'12-y—T—I-2'—t—Z 2' - —2'- 1 1-1--2' 2' f—Y-1-2'—y-2'.--1--2'.—t-2'1 29 =5XB =3X8 =3X4=4X4 I12X4 =3X8 =5XB A B C D E F G T in N M L K J 1113X10 =6X8 =3X8 =H0510 =5xI0 29' H =sxa In3X10 104# i " 104# 104# loin# i 104# i104# + 1o4A i 104# 104# 109# 104# 104# + 101 104# Loading Criteria (psf) Wind Criteria Code / Misc Criteria Defl/C51 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sld: ASCE 7-10 Code: FBC 2017 RES PP Deflection in Inc Udell U# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Std: 2014 VERT(LL): 0.277 E 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Varies by 46ML): 0.553 E 628 240 N 2339 /- /- /- /781 179 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.057 A - - H 2338 /- /- /- 1773 /- EXP: C KzD NA Plate Typri HORZ(TL): 0.113 A - - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height: 15.00 it WAVE, HS Creep Factor: 2.0 N Br Width =- 9 Min Pact - NCBCLL: 10.00 TCDL: 5.0 sf P Maz TC CSI: 0.665 H Big Width =- Min Req = - Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.982 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " MWFRS Parallel Dist: 0 toh/2 Max Web CSI: 0.838 Chords Tens.Corl Chords Tens. Comp. CS.0 Dist a: 3.00If Loc. from endwall: not in 9.00 tt Wgt: 193.2 Ibs A- B 1382 -4182 D - E 2106 -6327 GCpi: 0.18 B-C 2086-6305 E-F 2106 -6327 Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 C-D 2106-6327 F-G- 1406 -4186 Lumber Deflection Top chord 2x6 SP #2 Max JT VERT DEFL LL: 0.28" DL: 0.28". See Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP 2400111 standard detail package for camber Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 :W22x4 SP M-30: recommendations. Provide for adequate drainage of N-M 74 0 K-J 6368 -204B Special Loads roof. M - L 4356 -1382 J - 1 4358 -1405 L-K 6368 -2048 I-H 34 0 —(Lumber Dur.Fac=1.25/Plate Dur.Fac=1.25) TC: From 30 pit at 0.00 to 30 plf at 29.00 BC: From 10 pit at 0.00 to 10 pit at 29.00 Maximum Web Farces Per Ply (Ibs) TC: 14B It Conc. Load at 2.06. 4,06, 6.06, 8.06 Webs Tens.Comp. Webs Tens. Comp. 10.06,12.06,13.97,14.94,16.94,18.94,20.9422.94 A - N 795 -2226 E - J 381 -587 24.94,26.94 BC: 104 lb Conc. Load at 2.06, 4.06, 6.06, 8.06 A - M 4637 -1532 J - F 2201 - -696 10.06,12.06,13.97,14.94,16.94,18.94,20.94,22.94 M - B 755 -1670 F - I 744 -1658 24.94,26.94 - B - L 2190 -703 I - G 4641 -1515 L-C 394 -613 G-H 788 -2227 Purling C-J 23 -46 In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: - Chord Spacing(in oc) Startitt) End(tt) BC 84 0.00 29.00 - Apply puffins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. _ Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. End verticals exposed to wind pressure. Deflection - meets U360. Additional Notes Truss must be installed as shown with top chord up "WARNING^ Please thoroughly review Me"A-1 ROOF TRUSSES("SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGMENr form. Verify design pammeters and read notes on this Truss Design Drawblg(MD) and the AnMorry T. Tomes 111, P.E Refereno Sneer, before usa.Dnless oNervnse statetl an Me TDD. onty Alpin rme=rplatesshagbeusedforthe TDDtobe lM. As a Truss Design Engineering (i.e.Specully Engineer), Me seal on any Too represents an exeplanra of Me professional engineedn responsibility for Me design of the single Truss depidetl on the Too only, under TPI-I. The design assumptions, leading oondi6ons, salability and use of this Truss for any Building Is Me Building is the resonablity of the Owner. theOwnefs authoraed agent or Me Building Designer, in Me carried Of Me IRC, Me IBC. local building ode and TPI-1. Theappenilof Me or Me ng Me rin M. Oanhud of Me Hai the resuse of of the tling instoosion Contra we Affoonal tessatoutIn Ue TDoanamepaxlasand Anthony T. Tombo III, P.E. and bracint haandg,storage,ers MellTons.indsizllll be reslbaslbility ofthe Building Delsignerr and T.. #80083 guidelines of Me Building Component Safety lnfom,adon(BSCB Published by TPI and SECA am referenced for general guidance. TPIA definesNe muWasibli4es and does ofthe Designer, Truss Design Engineer and Truss Manufacturer, unless othemise defined by a Contract agreed upon in worn, by all parties M,way. The Truss Design Engineer is NOT Me Behor g 4451 St. Lade Blvd. Designer or Truss System Engineer of any building. MOspitali aournsamasdeffirma cl-1. (apyn#nB'1016 M1Rwl Trusses-PrWony T. TamWIII.PE timseurion ofirsdcamerkitanyturn. rsp,MtieE wJMur Newnren permiuicn offrt mrfTxsues-Arno T.TomW III, RE Fort Pierce, FL 34946 _ Job Tress Tress Type Cry Ply 11/122018 2713 7.4190 A02 FLAT 1 1 =4X6 A - - 29, - -- - ------ - =3X4 -3X4 011.5X4 =3X4 B C D E (a) (a) L K G 10 3Xfi 103X6 =4X6 F =3X8 Loading Criteria (psl) Wind Criteria TCLL: 20.00 Wind Sld: ASCE 7-10 TCDL: 10.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzb NA Des Ld: 40.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0MWFRS Parallel Dist: h2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 But chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or dgid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 76 0.00 29.00 Apply pudins 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. End verticals exposed to wind pressure. Deflection meets U360. Additional Notes Truss must be installed as shown with top chord up. J I H =3X8 �3X4 �3X8 29' Code / Misc Criteria De01CSl Criteria ♦ Maximum Reactions (Ibs) Code:FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TPI Sid: 2014 VERT(LL): 0.128 D 999 360 Loc R+ ! R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.255 D 999 240 L 1160 /- /- 1618 1503 230 FT/RT:10(0)I10(10) HORZ(LL): 0.033 A - - G 1160 P /- /618 1503 /- Plate Type(s): HORZ(TL): 0.066 A - - Wind reactions based on MWFRS WAVE Creep Factor. 2.0 L Erg Width =- Min Req - - Max TC CSI: 0.734 G Brg Width = - Min Req = - Max BC CSI: 0.972 Maximum Top Chord Forces Per Ply (Ibs) Max Web CSI: 0.948 Chords Tens.Comp. Chords Tens. Comp. Wgt: 156.8 lbs A-e 937 -1667 D-E 1157 -2191 B-C 1157-2191 E-F 938 -1667 VIEW Ver: 18.02.00.1016.21 C-D 1157-2191 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp., L-K 340 -347 1-H 1722 -1049 K-J 1722-1146 H-G 123 -130 J-1 1722 -1049 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - L 687 -1098 J - E 538 -320 A - K 1882 -1038 E - H 588 -753 K - B 588 -754 H - F 1882 -1038 B-J 538 -319 F -G, 687 -1098 D-J 329 -387 -WARNING- Please flomughly review to 'A-1 ROOF TRUSSESCSEU_M"). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER') ACKNOWLEDGMENT' f«m. p Verify design pmemdars and read notes an Otis Trees Design crowing (TDD)and Me Antony T. Tomes ill, P.E. Reference Sheetb.fore use. Unless oMmoise slated on the TDD, ony Alpin _ ceanecWpLatess"I be us8df«teTODto bavalid. Me Tress Design En,muerug(i.e. Speaaly Eninuu), to sealm airy TDD represents an arcepfmae Drte pmfesvwW angineam �'i �A-.ROOF .pansbJiry Wane design oft. single Truss depicted antes TDD only.mder V41. The design assunpWas.Imong conddons,evaus Gty and use ofirls Truss for my Burns, iRD55B ngater vm teRC.MeIO.1=1 tA.IBC,tcelbd Tea ml of to to Owner, te0amerarn ..m��o• Me ceanyof On-1.TOO resporgiDdry or Me Amer, to Own.lS autor�d agml«Ne&nWmg Oesign«.in to mnteslat telRC, to IBC,Iwal euiwng cede and TPl-1. Tee aDpmval al t. TDO erN my field M,Medagent.rt.BWdage dunned Anthony. Tombo ill, P.E. y usealta Tri¢s,NtlW'vg haMfmg, sb29e, h�stllatm end emtig shaA Ee to responvhiGry of tAe BuNmg Oesignerend Conbap«. Nl ants set wttto TDD aM to practices aM Truss gWelines oftlre BUWeg Canganent5afery lNama4on(BSCI)puUfshed ey TPl artl SBCAare rekrencM f«gerc2l gtndance. TKldefirestemsponeakMEaM duliesorte Deslgref.Tas Designorigins«and aeru,ea bye Cmo-aa agrees won in»iieng qau paNss twvea meTrass Dssign E«gmesr is NDT m. BWu St.Lud g451 St. LurJe Blvd. ybMJdMwfacwer.uNae,ana«%e Deenmr«Tress symmErg.eam�«,ylwld.g. Agraraea tmn are a+der asml-1yMM.��q 6.eM �_a,,,�..,.._.n�_ ee Fort Pierce, FL 34946 Jab 74190 Truss Trusts; Type Oty Ply 11112f2018 A03 FLAT 1 1 271a f 29' =4X4 .3X4 =3X4 1111.5X4 =3X4 =4X4 A B C D E F y. (a) W1 (a) K J I =4X4 =3X8 =3X4 29' H =4X4 N1 fl In G DI3X6 Loading Criteria (psq Wind Criteria Code / Misc Criteria Def lCS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Sld: 2014 VERT(LL): 0.091 D 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.182 D 999 240 L 1160 /- /- /627 1520 /293 BCOL: 10.00 Risk Category: II FT1RT:10(0)/10(10) HORZ(LL): 0.026 A - - G 1160 /- /- /627 1520 A EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.053 A - - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height 15.34 fit WAVE Creep Factor. 2.904 L B Width =- Min Re NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0 G Brg Width =- Min Reel — - Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.976 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0MWFRS Parallel Dist: h/2 to In Max Web CSI: 0.912 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a: 3.00 fit Loc. from endwall: not in 9.00 it Wgt: 169.4 Ibs A - B 793 -1336 D - E 941 -1748 GCpi: 0.18 B-C 941 -1748 E-F 794 -1336 Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 C-D 941-1748 Lumber Top chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) got chord 2x4 SP #2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W12x4 SP #2: L-K 448 -435 I-H 1381 -913 Bracing K-J 1381 -1041 H-G 170 -157 J - I 1381 -913 - (a) Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply (Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use punins A - L 711 -1103 J - E 450 -300 to laterally brace chords as follows: A - K 1624 -935 E - H 615 -761 Chord Spacing(in oc) Start(fl) End(ft) K-B 615 -761 H-F 1624 -934 BC 81 0.00 29.00 Apply purlins to any chords above or below fillers B-J 450 -299 F-G 710 -1103 at 24' OC unless shown otherwise above. D - J 325 -381 Hangers I Ties _ (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets U360. Additional Notes Truss must be installed as shown with top chord up. "WARNING— Please Noreughly rerl. the -A-1 ROOF TRUSSES("SELLER, GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGMENT' form. A Veiny design parameters and read notes on Nis Those; Design Drawvg (TOD) and the MNmy T. Tombo III, P.E. Reference Sheet before use. Unless otherwise stated on the TOD, may Alpin connedmpl %sshanb wedfx Ma TODfobov d. As a Truss Design Engamerbg(Le. Spatially Engineer)"seal on am' TOD represents an acceptance of the laafess®nal engineenn he A-1 seal �ia11556 responsibility for Me design of the single Truss depided onthe Too only, under TP4l.me desgn assumptions, bading conditions, salability and uze of N¢ Tmse fofany Balding the Budding 6 Me responsibility of the Owner, Me owners aehan¢ed agent Wthe Budd'ug Deep.,,, in the content of the IRC, the IBC, 1.1 building dtle eat TPM. meapprmaleflhe responsgirdy of Na Owner. du Ovmeh autlw¢ed agent orthe BuiM'ug Designer. in Necmtertaf the lRC. Na IBC, brat WJd'ug mde and TPl-l-meapWe TDDaMon Anthony•Tombo ill, P.E. y MDY,a and gegner andante. bn Nlrgtes emsp McTtD ldOp ofce Ta use of NeTruss,BulWinghaMNg,sSagyInfordadan(BSCl)ngslad be the aadSQAax,flMeucfordud es ofda Truss TPIaMSBCAare referencedeaf Me Bedding Component Tram lannufaEonr. #80063 un"Ifi byan se se lmobooeshereesDesignEnin unlepubrnnedey Designer. cussf ManuGCWm. uNess odnerMse dafa Ebro Conh-ad agreed upon rtwnNg by ad paNez mvtivN. The Times Design Engineer is NOT toes- 4451 St. Lucie Blvd. Me nerorT Se WFJgmeera a" Designerar T^R. syswm rvgimermam bolding. Ag moiwaaa la,m+araa, d.ruwd mTPl-t. Fort Pierce,FL34946 GgfegM03018M1 RaITwva-AmMrf T.Temlam.P£RepM,ctLvi oleo dvartmtFaw/lam.hpdutded�lpnn amwnTen pwmuvmaral PoalTn¢uf-NWvryT. Twnto ill, P.E Job Truss Truss Type City Ply 11/12/2018 2818 74190 A04 FLAT 1 1 29' =4X4 =3X4 =3X4 011.5X4 =3X4 =4X4 A B C D E• F do TI I m t L K J I H G 013X6 =4X4 =3X8 =3X4 =4X4 013X6 29' J Loading Criteria (psf) Wind Criteria Code! Misc Criteria DegICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udell LJ# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.073 D 999 360 Loc R+ / R- / Rh / Rw / U / RL SCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.145 D 999 240 L 1160 !- /- /603 1518 /- BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.022 A - - G 1160 /- /- 1603 /518 /- EXP: C Kzt NA Plate Type(s): HORZ(TL): 0.044 A - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height: 16.34 ft WAVE L B Width =- Creep Factor. 2.0 r9 Min Re q = - NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.874 G Erg Width =- Min Req = - Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.987 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0MWFRS Parallel Dist h/2 to h Max Web CSI: 0.766 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 ft Wgt: 176.4 lbs A - B 594 -1113 - D - E T73 -1455 GCpi: 0.18 B-C 773-1455 E--F 594 -1113 Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 C - D 773 -1455 - Lumber Top chord 2x4 SP #2 Maximum got Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 L-K 0 0 I-H 1160 -M Bracing K-J 1150 -622 H-G 0 0 J-1 1150 -622 (a) Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply (Ibs) Purling Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purling A- L 675 -1103 J - E 401 -205 to laterally brace chords as follows: A-K 1446 -772 E-H 577 -761 Chord Spacing(in oc) Start(ft) End(ft) K-B 577 -761 H-F 1446 -772 BC 99 0.00 29.00 B - J -205 F - G 675 -1103 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. D - J 329 29 -381 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. . -WARNING- Please Nomugldy review Me'A-1 ROOF TRUSSES MEUER"), GENERAL TERMS and CONDITIONS CUSTOMER CBUYEW) ACKNOWLEDGMENT form. Verlfydeaign parsonetenend read notason Nis Truss Design Dranng(TDO)wd teA ony T.Tombo Ill. P.EReference sneetbeforeuss. Unoescaerwieestaled ongn TDDonly Arpin Zneedn tonne platesshaYbeusedfn Ne TDDlobevalid. As a Truss Design Engineeibg(i.e. Specially Engbnar), Me seal onany TOO represensanacceptance of Me p cfessinal is Me �a A4 ROOF �TRLL556 resposaddaysor Ne design of me single Tnrss depicted on Me TOO only. under TPIA. The design assuorMions. Wool conditions, sebbifty andas of Bile Truss foram, Building Buud'ugk Ne resllonsbilily of Ne Ownv, Ne Owrefa eulMrRed agent or Ne auld'ug Desgner,inNe contetl of Ne IRC. Na IBC, loot bolding rode and TPN. Tba applmal of Na ..��oaa mspons�Lry or Ne Owner.Neownels euNwaN agem or Ne Bmla'vg Designer. in Ne �tavtot NeIRC, NeIBC,lool buudv,g rode and DeDa bdin Anthony TTombo ill, P.E. ctiisMaiMeld ,es tTtha T4pDOaNe b9oaimnncpdeofurneme,nq ct oSlaaBCiCbASadaWyre fGnNiwgnneNarl Tre ugOoleusdNSTarnufegslsey , bebe NTePrevInubdiydCaandllmnpba. artdiess."unA NSuN #BOD83 CbeIre)sspchlogbNfrssehMrMaddsnT MraeMsgp P4ldreNeaposaWdu. oO4medic. 'yaelWreNeras,TTWrrel¢Nbse DBireausiuiudgd'mn'mgEg CnMaudauuonr9NmWaacgtlWoonnm+a(Br, ydaoakegrerBeunecelddu'ud p,gfoanDr geInrsmgeg TMTssDesErgievisNOTth 4451 $L Lucie Blvd. Desi�arar Tusa gyslem Erpvreerof anY bwldmg. Ag egiilar¢ed temp an a9 defined Y,TPpt. LoppgNOalfeMl WdT,uisee-MdmyT.TmmEp O,P.E Repv4vmd0iadmvrml.baMlmRbPMINIede9lait PewMm{emrssm olMl RealTruxa-MdmyT. Tvnh, N, P.E Fort Pierce, FL 34946. Job Truss - Truss Type Ory I Ply 11/12J2ula 74190 A05 HIPM 1 1 2a21 — - - 24V7 } 411 9 --{ 12 =3X4 �3X4 1111.5X4 =SX8 6 TO,A_.... B C D E Q I E I a) (a) FI 3 6 r I H v36rg =4X4 Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt NA Des Ld: 40.00 Mean Height: 16.10 it NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: &0 psf Spacing: 24.0MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 :T1 2x4 SP M-30: Sot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(@) TC 24 0.00 24.04 BC 112 0.00 29.00 Apply puffins to any chords above or below fillers at 24' OC unless shown otherwise above. Hangers I Tres (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. sa3X4 =3X8 EE3X4 13X4(R) 29' Code / Mist; Criteria Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Code:FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.056 D 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.112 D 999 240 L 1160 /- /- /620 /525 /132 FT/RT:10(0y10(10) HORZ(LL): 0.015 A - - G 1160 /- /- 1674 /454 !- Plate Type(s): HORZ(TL): 0.029 A - - Wind reactions based on MWFRS WAVE Creep Factor. 2.0 L Brg Width =- Min Req = - Max TC CSI: 0.672 G Big Width = - Min Req = - Max BC CSI: 0.977 Maximum Top Chord Forces Per Ply (Ibs) Max Web CSI: 0.678 Chords Tens.Comp. Chords Tens. Comp. -Wgt: 193.2 lbs A-B 588-1022 D-E 757 -1254 B - C 757 -1253 E - F 491 -866 VIEW Ver. 18.02.00.1016.21 C-D 757-1253 _ - Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L-K 173 -48 I-H 733 -356 K-J 1052 -441 H-G 0 0 J-1 1052 -441 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp. A-L 715-1097 D-1 410 -470 A-K 1361 -783 E-H 393 -512 K - B 608 -721 H - F 986 -479 B-1 270 -199 F-G 651 -1128 I- E 687 -307 -WARNING' Please thoroughly review the -A-1 ROOF TRUSSES ('SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER ("BUYER") ACBNOVILEDGMEN form. s V.* design pammete s and read notes on this Truss Deaign Drawing (TDD) and the Anmany T. Tombo Ill. P.E. Reference Shout berore use. Unless otherwise stated an the D. only Xpin wnneaorplada 0.0 bo med for the TDD to bevalid. Aa a Trout Design Englneerhg 0.e.5peculty Engheer), the seal on any Too represems an a�pta. of Ne ea fessbnal engine. is A-r ROOF �iRU$5E5 onaonvLJdy far the design of this single Truss depicted on the Too only, under TPW. The design essumpton; loading condiOons. suilapGH and use of the Truss for any Bull in me of thelMneGthe Otualagnt.1theII agent ortheBugdvg. of The Jelin, .combo Iv coundofMe RC.tet C.1.1 xf.didugwde ppsuva. Too adlnflo rgnmsimibof the Owner, the Owners autha'vitl agent ar the Buld'vgOezf9ner,lothe mote#afthe lRC. the IBC.local builo'ug mtle and! TPaiietaeiatfuaDantheandarry field anpoinlaltyof Me Ostan. M1IlOD T. Tombo lll, P.E. %r80083 haM essetwtin Ne TODaM de useoftheditB (BS bI)Wb agby BugdvgrgemerWdC f the Trvss pSBv # .apd ideAhr ofresantl entt fety.inste0a reagre for TPI-t eefires the aM a Besigng Component Safety lalormemn 1. se r¢Iud Cy Wia a mfe ignn ldbg ntfl ePl bsaCAare Du n wnUg byance. rhuse Design ee Designer,Tmss Design ErgineeraM Truss Manufacwrer, unless oNerreassirmedbwl-1. tlagreed upon in wrMgby av paNes mvtl N. maTrusa Dezlpr Engineer is florets Build . Tm o u 4451 St. Lucie Blvd. . Lucia Designerar Tnusa System Fsgmemolarry NNGng. P➢oPtaGzed tempas�tafinednTPN - _ - .. ..-_. ...._......n,...,un...w.,.�....a,,,R.,.,we_, a,..r,,.�,_.,,,,,s,.r rd„m nl.Pe Fort Pierce, F134946 Job Truss Truss Type Oty I Ply 11/1212018 74190 A06 HIPM 1 1 2824 _ 22'0*7 I s•ng I =3X4 a3X4 =6X8 - 12 4 R C D E C R i i FI L a4Ae K J I H M4X4 =3X4 as3X8 =3X4 Loading Criteria (ps0 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 ° Lumber Top chord 2x4 SP #2 Bol chord 2x4 SP #2 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.60 ft TCDL: 5.0 pet BCDL: 5.0 psf MWFRS Parallel Dist: IT to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Bracing (a) Continuous lateral restraint equally spaced on member. Purling, In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 22.04 BC 120 0.00 29.00 Apply pudins 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 CSC member design. End verticals not exposed to wind pressure. 13X4(R) Code Misc Criteria De0/CSI Criteria ♦ Maximum Reactions (Ibs) Code:FBC 2017 RES PP Deflection in loc Udell L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.050 D 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.101 D 999 240 L 1160 /- - /- /632 1540 1138 FT/RT:10(0)/10(10) HORZ(LL): 0.013 A - - G 1160 A /- 1697 1377 /- PlateType(s): HORZ(TL): 0.026 A - - Wind reactions based on MWFRS WAVE Creep Factor. 2.0 L Brg Width =- Min Req = - Max TC CSI: 0.896 G Brg Width = - Min Req = - Max BC CSI: 0.699 Maximum Top Chord Forces Per Ply (Ibs) Max Web CSI: 0.929 Chords Tens.Comp. Chords Tens. Comp. Wgt: 198.8 Ibs A- B 503 -839 D - E 689 -1095 B -C 689-1095 E-F 542 -994 VIEW Ver. 18.02.00.1016.21 C-D 689 -1095 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L-K 231 -68 I-H 821 -375 K-J 866 -296 H-G 0 0 J-I 866 -296 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-L 737-1102 I-E 401 -201 A-K 1246 -747 E-H 321 -364 K-B 636 -756 H-F 975 -445 B-I 343 -251 F-G 641 -1105 D-I 3S7 -410 -WARNING" Please ltomugbly review Me'A-1ROOF TRUSSES("SELLER'). GENERAL TERMS and CONDITIONS CUSTOMER (BUYER') ACKNOWLEDGMENT` fmm. d Varily design parameters and read notes on Nis Tress Design Drawing QOD) and tie Mowry T. Tombo 111. P.EReferenm Sheetbefomuw.UnlessoNe�sestaledw Ne TDD,only NP" cvmeclorpblesshaflbeusedfor Oe TDDWWh lid. As a Tmss Design Enginea ig(i.e.Spedelty Engineer). Me seal on any TDD reprssome an acceptmge of the pmfessbrat er,mmerb A.t ROOF responsWRyfor Me design of Me single Truss depitled on tie TOD a*. under TPpl.Teedesign assumption, bating conditions, suilabiGly and use of he Truss foraM Bwldng efen �TRU55F5 evatlug is the responsbiliry of Pa Owner, Ne Qmeh aulhorceU agenlor the BudGrg Oesigner, in tie wntartol NalRC, tha lBC, btal guiding mdeaM TP1-1. rmapp0mildr m .�.m.� uwcfseryW,MWO er,Ne ng,sh uN-imdl genrorbeciM Dasigneninm bltycf BuWhd sign Ipal Wgdvgmde and TP41.TMepptm' Doo TODaoideal use al Na Tmss,hrJutlug hadgng, itprage.intaibtim aM Cradn9 slug be the respwwbLry of the Bugling oesgnereM Contrapm.Nlroteslh.nesnWTODerd Mepramas and AnthonyTombo Ill, P.E. %r adfu Mwr gbya'a TPNelvad the rend DnilOeEnMduues ollhe Tnas guE Jinea oftie Denton Component 5aferybMmadan(.Sips Niemen, TPIaM50Contat agreed Ded,oarrT.sS,VxEngineer. old Truss Manu(acMrer. unless oNemisa defy LbyaControl agreed uponNwhtb9 by a0 paNes inwrred. the Truss Oeshpt FiginrerrsNOT Me BuOG 4451 St. LUCIe Blvd. #.Luca Oes�erarTmss System Fig'meer ofaMbwd'mg.Mapi. ed bme areazdefeied In TPI-1. .�...__"..e=e��_.�.�__..____..........,.M..._,......-..�._.......,,a._r n,.,rn.n..._a.m..,r.rmm nL P.E Fort Pierce, FL 34946 Job Truss Tmss Type City Ply 11/122018 2718 74190 A07 HIPM 1 1 l 290.7 _ I e'11.9 I1I.5x4zs3x4 03X4 1 I 29' In.SX4 Loading Criteria (ps0 Wind Criteria Code / Mist; Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: .20.00 Wind Std: ASCE 7-10 Code:FBC 2017 RES PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.036 D 999 360 Loc R+ / R- / Rh / Rw l U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.072 D 999 240 M 1160 /- /- /682 1606 1579 BCDL: 10.00 Risk Category: II FT/RT:10(Oy10(10) HORZ(LL): 0.013 H - - H 1160 /- A /682 1298 /- EXP: C KzL NA Plate Type(s): HORZ(TL): 0.026 H - - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height: 17.10 ft WAVE Creep Factor. 2.0 M Brg Width = - Min Req = - NCBCLL: 10.00 TCDL 5.0 psf 689 Max TC CSI: 0.94 H Big Width =- Min Reg = - Load Duration: 1.25 BCDL 5.0 psf Max BC CSI: 0.994 Maximum Top Chord Forces Per Ply (Ihs) Spacing: 24.0' MWFRS Parallel Dist: It to 2h Max Web CSI: 0.749 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a: 3.00 ft Lac. from endwall: not in 9.00 it Wgt: 224.7 lbs A - B 659 -717 D - E 764 -9S7 _ GCpi: 0.18 B-C 659 _-717 E-F 669 -992 Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 C-D 659 -717 F-G 239 -148 Lumber Top chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) But chord 2x4 SP #2 :132 2x4 SP M-30: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP 9301 2x6 SP 2400f-2.0E: M - L 786 -352 J - I 836 -564 L-K 959 -679 I-H 648 -517 Bracing K-J 836 -%4 (a) Continuous lateral restraint equally spaced on member. - Maximum Web Forces Per Ply (Ibs) Purling Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use putting A _ M 841 -1106 K - E 250 -197 to laterally brace chords as follows: A - L 1182 -842 E - I 194 -90 Chord Spacing(in oc) Start(ft) End(ft) B-L 404 -443 I-F 334 -121 TC 24 0.00 2 L-D 423 -417 F-H 756 -1173 Bt0.00 29.04.00 Apply puffins to any chords above orbelow fillers - D-K 213 -109 G-H 175 -127 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. ' End verticals exposed to wind pressure. Deflection meets U360. ^WARNING^ Please, Naroughly review the 'Al ROOF TRUSSES('SELLER'). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGMENT' tam. Venty design premetelsand read rotes on Pis Tmu Design DrW (TOD)and" Anthoh T. Tombo H. P.E.Reference gives before use. Unless othennise stated on the MD. on! Arpin co =p%tess"Ubeused/ware TDDbber4. As a Truss Design Engmeeing li.e. Specialty Engineer), the seal on any Too represents an accepts. ofee prefessiowl enginea A_1 ROOF responsibi of Na singleTruss depicted onthe TODONy, under TPFl. The design assumpdons, trading condhlorw. swtabigry eM ua of Nis Truss faT1,0 B,ulding is Me �T111158E5 usereMed11hot BWdug"s use respmseiWy of end Purer, the Owrers auNvzad egantm Me Bui&g Designer, in tNe conted of the lRC, the IBC, Was bugling mdaand TPl-1. TheaDandlnyfi •.�m.v.a mspof andotess The, she andany find oonitofNunset,nIs;gmdaof Owners auNonzedagenLalMcing Anthony Tombo Ill, P.E. 1/ conngcode the Tha.hunw,,an irt09 D the use of the Truss, hxdWup haMlin9.sbrege, insWla4onaM Crermg shag be tlw responvtaLydme Buddmg DesigroraM Contraen. All roles set wtin Oe TDO and the praclices and shelf Tr,as 80083 p.Luci Compolent Safely lnromatlon (BSCessothhedby TPledbyra are referencedangeneral gu'daroe. TPpt tlefila¢Iheresporuibgigangmeries OT gudeWasgrtlre Design Des9ller. Truss Design EngineereM Truss ManWacWm.uNea oNemiza defused bye, ColNacl agreed upon NwnNg by all paNes invvlvM The Truss Design Empneer is NOT Me - 4451 $t. Lucie Blvd. DairylermTura Sysbm Engineer olWnybugling. MT` &edleansaurastle(u,edm TP41 .. .,. .__ ._ � __..._........�....,_.,...M_.._._.......,.re_,a.........._.T....,,Mnrve_ FortPierce. FL 34946 Job Truss Truss Type City I Ply 11/12/2018 7'4190 A08 I HIPM 1 1 2719 i i Loading Criteria (psO 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: 160 mph Enclosure: Closed Risk Category: II FRCP: C Kzt NA Mean Height: 17.60 It TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.001t Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3:W1 2x6 SP 24001-2.0E: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 18.04 BC 113 0.00 29.00 Apply purling 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. End verticals exposed to wind pressure. Deflection meets U360. 13x4(R) Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions libel Code: FBC 2017 RES PP Deflection in loc Udell U# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.034 L 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.068 L 999, 240 N 1160 1- 1- 1706 /631 /653 FT/RT:10(Ou10(10) HORZ(LL): 0.012 A - - H 1160 /- /- 1694 /262 A Plate Type(s): HORZ(TL): 0.023 1 - - Wind reactions based on MWFRS WAVE Creep Factor: 2.0 N Brg Width =- Min Req = - Max TIC CSI: 0.547 H Brg Width =- Min Req = - Max BC CSI: 0.982 Maximum Top Chord Forces Per Ply (Ibs) Max Web CSI: 0.835 Chords Tens.Comp. Chords Tens. Comp. Wgt: 212.2 lb, A-B 631 -595 D-E 740 -841 B-C 631 -595 E-F 722 -981 VIEW Ver: 18.02.00.1016.21 C-D 631 -595 F-G 508 -917 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. r N-M SEE -379 K-J 811 -546 M - L 839 -595 J - 1 774 -557 L-K 811 -546 I-H 157 -144 Maximum Web Forces Per Ply (Ibs) - Webs Tens.Comp. Webs Tens. Comp A-N 878 -1110 E-J 194 -123 A-M 1129 -847 J-F 210 -128 B - M 369 -398 F - I 404 -461 M - D 485 -490 I - G 959 -561 D-L 196 -123 G-H 719 -1112 L-E 217 -135 —WARNING— Please thoroughly review the-A-1 ROOF TRUSSES('SELLER"), GENERAL TERMS and CONDITIONS CUSTOMER CBUYER") ACM0WLeotiMhv l"corm. A Verify design parameters and read notes on Nis Tmss Design DmwBg(TDD) and the AnNmyT. Tomb, ill, P.E. Reference Sheet before usa. Unless otherwise stated on the MD, oNy Npin 11 mrmeoWpbresshagbeusedfor Ne TDDbbeY id. MaTmss Design E� ineerhig(i.e.apeoaltyEngineer),Nesealanany TDDrepresenbanaomphanceof Nepmfessionalengineerm A-1 ROOF resmnsidgy br the design of the surgeTmss depicted as the MD only, under TeM.Thedeugn assumptions, boding mndiuons. suihiNfity and use ofthb Trans turner Bulotng is Me 9TTRD556 Bugdi�g bNe responabifityal Ne Owner, Ne Ownefs audeReaagentur Ne Bugdug Designer,NNe m�tedol Ne IRG, NeIBC.lural bugding sodeeM TP41. TheaDDrosah of the .m�wa responsgifity of Ne Owner, the OwmlSauNodretl agents the Bugd'ug Desgner,bNe meted of the lRC. the IBC, IomIWNug mtleaM Tp4l. TheapproralNthe T00 aM atM fietl Anthony•Tombo ill, P.E. y use atga Tmss,iMW'vg handling, shurage, iteWlatim atd bmcvg slugfe Ne responsibSty orNe auWug DasgneraM Cbntraahar. Mnolessctwtintha TODaMNepraotimsand guidelines ofW sodding Component safety lnfomation(MCI) published by TPI and MCA are referenced rer gMaml guidance. TP4ld5sNemspmbai saMdullesofp Tmss #80083 Designerjeema Desgn Engineer and! TmssfAanWadurer. unless overwoe d¢fd¢d bra Cmimctagreed uponinwiaing brag panes awoNad. Thermos Design Engneeris NOTthe Susan g 4451 St. Lucie Blvd. Designer or Texas spasm Engineer of a,buTdNa M mptarem tame are as a,fnedhTPI-I. .,,,M,,,T •..,,m 111 er. Fart Pierce. FL 34946 Job Truss Truss Type City Ply 11/12/2018 74190 A09 HIPM 1 1 zsm Loading Criteria (psf) TCLL: 20.00 TCDL: 10,00 BCLL: 0.00 SCOL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.10 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 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x6 SP #2:T3 2x4 SP #2: Bot chord 2x4 SP #2 Webs 2x4 SP #3 :W1 2x6 SP #2: :W2, W4 2x4 SP #2: Bracing - (a) Continuous lateral restraint equally spaced on member. Special Loads —(Lumber Dur.Fac=1.25I Plate Dur.Fac =1.25) TC: From 60 plf at 0.00 to 60 off at 29.00 BC: From 20 plf at 0.00 to 20 plf at 29.00 TC: 140 lb Conic. Load at 2.58, 6.08 Puffins In lieu of structural panels or dgid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in cc) Start(ft) End(ft) TC 24 0.00 16.04 BC 110 0.00 29.00 Apply pudins to any chords above or below fillers at 24' CC unless shown otherwise above. Hangers I Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional CSC member design. End verticals not exposed to wind pressure. Additional Notes The maximum horizontal reaction is 740# uTra Code 1 Miss: Criteria Deb/CSI Criteria ♦ Maximum Reactions (Ibs) Code:FBC 2017 RES PP Deflection in loc Udell U# Gravity Non -Gravity TPI Slid: 2014 VERT(LL): 0.034 B 999 360 Loc R+ / R- I Rh / Rw 1 U / RL Rep Factors Used: No VERT(CL): 0.077 B 999 240 L 1398 /- /- 1911 1585 1452 FT/RT:10(0)/10(10) HORZ(LL). 0.013 E - - G 1202 /- /- /746 /558 A Plate Type(s): HORZ(TL): 0.020 H - - Wind reactions based on MWFRS WAVE Creep Factor. 2.0 L Brg Width = - Min Req = - Max TC CSI: 0.797 G Brg Width = - Min Req = - Max BC CSI: 0.998 Maximum Top Chord Forces Per Ply ([be) Max Web CSI: 0.829 Chords Tens.Comp. Chords Tens. Comp. Wg1: 241.51bs A-B 459 -769 D-E 573 -1025 B-C 460 -771 E-F 479 -993 VIEW Ver: 18.02.00.1016.21 C-D 460 -770 - Maximum Bot Chord Forces Per Ply (Ibs) _ Chords Tens.Comp. Chords Tens. Comp. L - K 496 -137 I - H 839 -386 K-J 831 -366 H-G 0 0 J-1 331 -366 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp A-L 817-1335 I-E 196 -118 A - K 1288 -768 E - H 335 -444 B-K 515 -760 H-F 1010 -460 K-D 353 -209 F-G 583 -1150 D-1 266 -86 "WARNING- Pleas.tivo,hly review Me'A-I ROOF TRUSSES("SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER('8ln'ER') ACMNOVILEDGMENr' to=. Verifydead, pinaet.isantl read notes.. this Truss Design Oravang(mD) and ele AMhony T. To Ins III,P.E Roference Sheet betas use. Unbu otherwise Naletl onrue TOD, an Alpin con pletessMnbeusedbree TODrobevalid. M a Truss Design Engineervgli.e.Specialty Eaginear). Na seal on any TDD represents en acceptance of Na professional e,gineam A-r ROOF responslblLry form design ofthe single T. depioled on Its TDD a*. under TPM.Thes deafgn assurrpgons. baring conditions, suitability and use of N's Truss fa any guiding ude ®TRu55E5 BUNug bNe respmsbuiry of Ne Owner, Me Ownefs aulledred agenla Na gUgdug Designer. in tlfe conle#of Me IRC, NeIBC, Ioml WJdug wtle artl TPM. Tneepprevalol Ne responsbiliry althe Ovmer,en Owcers auNorvntl agontatne Bwbhg Designer,bNe mnte tot gra lRC, McIBC, brat Wldu19 wde antl TPM. true approval al Pa TDD erb a,ry fieb Anthony T. Tombo Ill, P.E. use oftM Trr¢s,htludug Aa�y,storage. Ylyalladpn and ba2u19 aha0 be dra rezponvD'Irry of Na Bugd'ag DesgnaaMCantrada. Ao robs set outig Na TDD aM Me prxtices antl Tress #8Luci guNUne. Tree Deign Canponad Safety lnforma.ontgSDgpubr¢hedtry TPlertl - TPM derales NeTrussDAsfEngineer CAararererred nMduEes NOTt Engnea and Truss ManWacWrer,uN cogemise dafeed bye Contralagreed uponbwrkrg by ell parties involved. The Truss Design F�r#neerb NOT the a upon b mnailg byMP Devgner,rn¢as 44$1 $I. Lucia Blvd. Spas r0m ,fieM,Flet amrtuE ws�efdniM,vanyr Ten'n9N� Inn PEde Fart Pierce 349. Job Truss Truss Type City 41y 11/09/2018 2913 74190 • A10 I HIPM 1 1 1 1 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' I'm Wind Criteria Wind Sid: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: It EXP: C Kzt NA Mean Height: 15.00 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: It to 2h CB.0 Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Top chord 2x6 SP #2 :T3 2x4 SP #2: Bot chord 2x4 SP M-30 :B2 2x4 SP #2: Webs 2x4 SP #3:W1 2x6 SP #2: 02, W4 2x4 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads —(Lumber Dur.Fac =1.25/ Plate Dur.Fac =1.25) TC: From 40 pit at 0.00 to 40 plf at 29.00 TC: From 20 plf at 0.00 to 20 plf at 29.00 BC: From 20 pit at 0.00 to 20 pit at 29.00 TC: 140 lb Conc. Load at 2.58. 6.08 Pudins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 16.64 BC 120 0.00 29.00 Apply purling 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. End verticals not exposed to wind pressure. Additional Notes The maximum horizontal reaction is 376# Code / Miss: Criteria DeO/CSI Criteria ♦ Maximum Reactions (Ibs) Code:FBC 2017 RES PP Deflection in loc Udefl LI# Gravity Non -Gravity TPI Sld: 2014 VERT(LL): -0.037 B 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: No VERT(CL): 0.078 B 999 240 L 1398 /- /- /920 1271 1241 FT/RT:10(0)/10(10) HORZ(LL): 0.011 E - - G 1202 /- /- 1789 /228 P Plate Type(s): HORZ(TL): 0.019 H - - Wind reactions based on MWFRS WAVE Creep Factor. 2.0 L Brg Width = - Min Req = - Max TC CSI: 0.815 G Brg Width =- Min Req = - Max BC CSI: 0.968 Maximum Top Chord Forces Per Ply (Ibs) Max Web CSI: 0.654 Chords Tens.Comp. Chords Tens. Comp. Wgt 238.7 lbs A-B 518 -810 D-E 586 -1033 B-C _ 519 -811 E-F 439 -972 VIEW Ver: 18,02.00.1016.21 C-D 519 -811 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L-K 376 -122 I-H 824 -318 _ K-J 844 -240 H-G 0 0 J-1 844 -240 - Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-L 919-1332 I-E 188 -82 A - K 1302 -833 E - H 295 -470 K-D 296 -97 H-F 1007 -385 B - K 627 -780 F - G 521 -1152 D-1 240 -79 "WARNING' Please thoroughly review Me "A-1 ROOF TRUSSES(SELLER'). GENERAL TERMS and CONDITIONS CUSTOMER(6UVER°) ACKNOWLEOGMENT'fcrm. stay design parameters and read notes on this Tross Design Drawing TDD)and de Antony T. Twnbo IN. P.E.ReferenceSheet before Ise. Unless omemiss stated onto MD. only All .w.. ..ne .. ..w rn.rnn morn bvalnl sea Tv Gneion Ennineenna I e. SnadalN Eminent). vie seal on any TOO ramesents an aa,Mi ofthe pronseedlul engender e contest ofele IRC. the RIC.1=1 bWdbg code and TPIA. no approval m me l uu am anynen Anthony. Tombo ill, P.E. ubTdyeld¢OuiW'vg DesgneraM Conbagpr. Kinedesset Min UeMDalldthe prxtpes and y eCAarereferenoedfor,haniguidaroe. TP4ldevast.haporreib,1W.andduties erne Truss #80083 a Contain agreed upon In yacr, by all Parties bhaNed.The Truss Deskpl Lrlgineer is NOT Ite9' 4451 St. Lucie Blvd. M4%,,,.eoWTM1edwavANe aMen oemivsimMA-I I1mr„aaa-anavrvr.Ta,wn la. P.a Fort Pierce, FL 34946 Job Truss Truss Type Ory Ply 11/0912018 2916 74190 A11 I HIPM 1 1 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' 1e" f40a 1—zr'—(-- as. —1 22714 Wind Criteria Code / Misc Criteria Wind Std: ASCE 7-10 Code: FBC 2017 RES Speed: 160 mph TPI Sid: 2014 Enclosure: Closed Rep Factors Used: No Risk Category: 11 FT/RT:10(Oy10(10) EXP: C Kzb NA Plate Type(s): Mean Height: 18.11 it WAVE TCDL: 5.0 psf BCDL: 5.0 Pat MWFRS Parallel Dist:0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Top chord 2x6 SP #2 :T3 2x4 SP #2: But chord 2x4 SP #2 Webs 2x4 SP #3:W1 2x6 SP 42: :W2, W4 2x4 SP #2: :Rt Bearing Leg 2x8 SP 2400f-1.8E: Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads -(Lumber Dur.Fac=1.25/Plate Dur.Fac=1.25) TC: From 60 pit at 0.00 to 60 plf at 28.93 BC: From 20 plf at 0.00 to 20 plf at 28.32 TC: 140 lb Cone. Load at 2.58, 6.08 Purlins In lieu of structural panels or rigid ceiling use purling to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 16.04 BC 112 0.00 28.32 Apply purlins to any chords above or below filers 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. End verticals not exposed to wind pressure. Additional Notes The maximum horizontal reaction is 406# P)4 'I Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Defection in loc Udell L/# Gravity Non -Gravity VERT(LL):.0.037 B 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.073 B 999 240 M 1376 /- /- 1911 1670 1384 HORZ(LL): 0.013 E - - G 1206 /- I- R86 1572 1- HORZ(TL): 0.019 H - Wind reactions based on MWFRS Creep Factor. 2.0 M Big Width =- Min Req = - Max TC CSI: 0.762 G Big Width = 7.6 Min Req = 7.6 Max BC CSI: 0.979 Bearing G is a rigid surface. Bearing G requires a seal plate. Max Web CSI: 0.681 Maximum Top Chord Forces Per Ply (Ibs) Wgt: 249.91bs Chords Tens.COmp. Chords Tens. Comp. VIEW Ver: 18.02.00.1016.21 A-B 513 -753 D-E 589 -979 B-C 514 -754 E-F 454 -933 C-D 514 -754 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens -Comp. Chords Tens. Comp. M - L 406 -123 J -1 778 -355 L-K 799 -352 I-H 66 -52 K-J 799 -352 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-M 956-1312 J-E 195 -97 A-L 1260 -859 E-I 312 -437 B - L 633 -760 1- F 896 -393 L-D 324 -191 G-H 103 0 D-J 236 -89 F-G 901 -1382 "WARNING— Please lh,roughly review ihe'A-1 ROOF TRUSSES(SELLER'). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER') ACKNOWLEDGMENT" ram. arty threaten barometers and read notes on his Tmss Design Mowing MD) and thsAnthony T. TomEo III. P.E. Reference Sheet barons use. Unless oNemeise stated on the MD. only At the IRC. the IBC. b IbRiN or the Bull Camas agrees Igner and Contract, wrguidance. V iting by an bodies o am me parececdares a�a Anthony T. Tombo ill, P.E. es ma duties alma Tmss #80083 Engineer is NOT the MR 4451 St. Lucie -Blvd. Tanta III. RE Fort Pierce, FL 34946 Job Truss Truss Type City Ply 1111211 2720 7`4190 Al2 HIPM 1 1 18'(y7 I 10'10'11 2' � Loading Criteria last) 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: 160 mph Enclosure: Closed Risk Category: It EXP: C Kzt: NA Mean Height: 17.61 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Top chard 2x4 SP #2 Bot chord 2x4 SP #2 :82 2x4 SP 2400f-2.0E: Webs 2x4 SP #3:W1 2x6 SP 24001 :Rt Bearing Leg 2x8 SP 24001 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 18.04 BC 120 0.00 28.32 Apply pudins to any chords above or below fillers at 24" CC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/360. T T 1 1 SEAT PLATE REQ. Code f Misc Criteria Defl/C51 Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TPI Sid: 2014 VERT(LL): 0.033 K 999 360 Loc R+ / R- / Rh / Rw / U f RL Rep Factors Used: Yes VERT(CL): 0.065 K 999 240 M 1139 /- /- 1690 /624 1627 FT/RT:10(0)/10(10) HORZ(LL): 0.013 G - - H 1164 /- /- 1693 11 /- PlateType(s): HORZ(TL): 0.026 G - . Wind reactions based on MWFRS WAVE Creep Factor: 2.0 M Brig Width =- Min Req = - Max TC CSI: 0.549 H Brg Width = 7.6 Min Req = 7.6 Max BC CSI: 0.926 Bearing H is a rigid surface. Bearing H requires a seat plate. Max Web CSI: 0.900 Maximum Top Chord Forces Per Ply (Ibs) Wgt: 242.2 lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.00.1016.21 A-B 613 -582 D-E 705 -811 B-C . 613 -582 E-F 643 -951 C-D 613 -582 F-G 482 -216 Maximum Bet Chord Forces Per Ply (Ibs) ' Chords Tens.Comp. Chords Tens. Comp. M-L' 970 -337 K-J788 -558 L-K 810 -631 J-1 658 -535 Maximum Web Forces Per Ply (Ibs) Webs 'Tens.Comp. Webs Tens. Comp A-M 895-1090 E-J 193 -97 A - L 1106 -867 J - F 296 -71 B-L 371 -399 F-I 742 -1050 L - D 507 -467 H - 1 954 -570 D-K 177 -145 G-H 1757 -1852 K-E 217 -155 —WARNING— Please thoroughly review the°A-1 ROOF TRUSSES('SELIER'). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER') ACKNOWLEDGMENT" form. A Verify design parameters and read notes on this Truss Design brown, (Too) and McAolose T: Tombs in, P.E.Retemnm Sheefbefomuse.Un@sso erxisesWa on Ne TDD,ony Npin N connector plates stlall ba used tw Me TDD to be val'ld. As a Truss Design Engummiring(i.e. specofty Eagineen, the seal on any TDD represents an acceptance of the professional engineerin ii ROOF responsibility for Me design of Me single Truss deplaed on Me TDD only, under TPI-I. The design assumptions, land, conditions, suitability and use of this Truss for airy Building is Me �aTRUSSE9 Building re Me responsibility of Me Ovnec the O,osi authorized agent or Me Buildup Designer, in the content of Me IRO, the IBC, 1=1 building code and TPI-1. The approl of Me reva sponsLlhyth &M.Owns, e Owner's auwd lho-a gent or Me Building Designer, in Me cantiod of the IRC. theIBC, local bultlitg code and TPI-I. Theopprovalofthe TI)Dandanyfield AnthonyT. Tombo Ill, P.E. use of the Truss, ixluding handling, storage. installation and trading shall be Me responsibility of Me Budding Designer and Costs". All rotes set out in the TDD aM lle practices antl guidelines of Me Building Component Safety lhformauon(BSCI) published by TPI antl SECA are referenced far general guidance. TPI-t doges Me responsibJiues and dudes orme Truss If80083 Designer, Truss Doi Engineer and Truss Manufadure. unless otmovisa defines by by a Contract agreed upon in salby all parties involved. The Truss Design Engineer is NOT Me Buflai 4451 St. Lucia Blvd. Oesigneror Truss Syzlem Etglneer of any buAtling.Mcapi-----terms are as tlegned MTPI-1. _ "w" p ice. Ten ai T. Tmnno Is PE Fort Pierce, FL 34946 Job Truss Truss Type City Ply 11/12/2018 2721 t 74190 A13 SPEC 4 1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Kzt.' NA Des Ld: 40.00 Mean Height: 15.24 It NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 _ BCDL: 5.0 psf Spacing: 24.0" 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 Top chord 2x4 SP #2 Bat chard 2x4 SP #2 :B2 2x4 SP 24001-2.0E: Webs 2x4 SP #3 :Rt Bearing Leg 2x8 SP 2400f-1.8E: Bracing (a) Continuous lateral restraint equally spaced on member. Purling In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(fl) BC 74 0.13 28.32 Apply puffins 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 exposed to wind pressure. Deflection meets U360. 1B9'13 Code / Misc Criteria Defl/CSI Criteria Code: FBC 2017 RES PP Deflection in loc Udell U# TPI Std: 2014 VERT(LL): 0.070 L 999 360 Rep Factors Used: Yes VERT(CL): 0.141 L 999 240 FT/RT:10(0)/10(10) HORZ(LL): 0.024 1 - - Plate Type(s): HORZ(TL): 0.047 1 - - WAVE Creep Factor: 2.0 Max TC CSI: 0.499 Max BC CSI: 0.972 Max Web CSI: 0.748 Wgt. 173.6 Ibs VIEW Val 18.02.00.1016.21 11yrs aja SEAT PUITE RED. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 1144 /- /- f732 /460 1433 H 1166 /- /- 1602 /492 1- Wind reactions based on MWFRS A Brg Width =- Min Req= - H Brg Width = 7.6 Min Rail = 7.6 Bearing H is a rigid surface. Bearing H requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chards Tens. Camp. A - B 982 -1972 D - E 659 -972 B - C 916 -1724 E - F 646 -949 C - D 925 -1610 F - G 262 -176 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A -L 1689 -1023 K - J 1251 -736 L - K 1251 -736 J - 1 634 -389 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - L 354 -336 J - F 353 -126 L-D 516 -195 F-I 578 -1054 D -J 480 -666 H-1 994 -446 E-J 530 -278 G-H 1758 -1700 ^WARNING^ Please thoroughly revlew Me'Ml ROOF TRUSSES(SELLER"), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGMENP form. Verify design pa2meters and read pates on this Tmss Design Orin ing (TOO) and me Anthony T. Tombo III, P.E. Reference Sheet before use. Unless Mhehxise staled onto TOD, only Nero wnne=r plates shal b used for Pe TDD rn be va d. As a Those Design Engineering (i.e. Spatially Engineer), Pe seal on any TOO represents an acceptance of the professional engineerin f Aq MOO responsbility for the design areas single Tmss danded on the TDOonly, under l 1-1. The design assumptions, kaing conditions, sufabiutyanduseaf Pis Tines forary Building is Ne �TAU55E5 Belding is the responsibility of the Owner, the owners burnoose agent or the Building Designer, in the Conted ofthe IRC, the IBC, local building code and TPI-1. Theappmvalof Pe respopeteliryof Pe Owner, Pe Owners authorized agent orthe Buildng Designer, in the mn[edof me IRC, theIBC,1.1 building[ode antl Toll Theapprovalof Pe TDDandanyfied Anthony. Tombo ill, P.E. use afthe Tmss,assuding handling, storage, installation and braang slug be the responsiblgty bill Building Designer and Conbadis, All notes setoulin the TDDanldie pradoesand y guidelines of the Building Component Safety lnfomladon(BSCI) published by TPl and SECA are referemzd for general guidance. TPI-1 defines the marorrsiblities anddutiesof Pe Tmss #80083 Designer. Tress Design Engineer and Tress Manufacturer, unless otherwise defured by a Canoed agreed upon in wrlfing by all parties involved. The Tmss Design Engineer is NOT Pe Buldl 4451 St. Lucie Blvd. Designer erT peg System Engineer of any building. M mpip bred tiros ,m as defined a TIRM. Fort Pierce, FL 34946 _.m. ....e.i ..noon row m.mnnr m"nv M1vm.ta"mnhtN xMo,nNe writlen cermictlon of A-1 Rw(Truss®—AMnmY T. TmnMIII. P.E Job Truss Truss Type City I Ply 11/12/2018 2722 74190 A14 SPEC 1 1 18.9.13 T T 1 11 SEAT PLATE RED. SEAT PLATE RED. Loading Criteria (ps0 Wind Criteria Code / Misc Criteria Def1lCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Std: 2014 VERT(LL): 0.072 L 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.143 L 999 240 A 1144 /- /- 1733 /460 1433 BCDL: 10.00 Risk Category: ll FT/RTA0(0)/10(10) HORZ(LL): 0.0251 - - H 1158 /- /- /602 1492 /- EXP: C KzL NA Plate Typri HORZ(TL): 0.050 1 - - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height: 15.24 8 WAVE Creep Factor: 2.0 A Br Width = 7.6 Min Re 1.5 9 q = NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.499 H Big Width = 7.6 Min Req = 7.6 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.972 Bearings A & H are a rigid surface. Spacing: 24.0 ° MWFRS Parallel Dist: 0 to h/2 Bearings A & H require a seat plate. C&C Dist a: 3.00 itMax Web CSI: 0.741 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft Wgt: 173.6 Ibs Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 _ Wind Duration: 1.60 VIEW Ver: 18.02.00A016.21 A-B 978-1966 D-E 659 -969 B-C 913-1719 E-F 646 -942 Lumber C - D 922 -1605 F - G 262 -177 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B2 2x4 SP M-30: Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 :Rt Beading Leg 2x8 SP 2400f-1.8E: Chords Tens.Comp. Chords Tens. Comp. A-L 1684-1020 K-J 1249 -735 Bracing L - K 1249 -735 J - 1 633 -388 (a) Continuous lateral restraint equally spaced on - member. Maximum Web Forces Per Ply (Ibs) Putting Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purling B - L 352 -333 J - F 353 -126 to laterally brace chords as follows: L - D 513 -193 F - I 578 -1052 Chord Spacing(in oc) Start(ft) Erl D-J 479 -664 H-I 960 -446 BC 74 0.15 28.32 Apply pudins to any chords above or below fillers E -J 497 -277 G - H 1723 -1701 at 24' OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets 1_/360. -WARNING" Please thoroughly review Me-A-1 ROOF TRUSSESCSELLEW). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER-) ACKNOWLEDGMENT- form. a Vetily design pammeters and re ad notes on this Toss Design Drawmg(TDD)and the Anthony T. Tombo Ill.P.E. Reference Sheet before use. Unless othemse staled on Me TDD, only Albin I mrmepor plates shed be used for Me TOD to be valid Asa Truss Design Engineenrg gi Spedaly Engineer), the seal on any TDD represent an acceptance of Me professional engineedn �A-r ROBF responsibidy for Me design of the single Toss decided on the TDD My. under TPI-1. The design assumptions, easing conditions, suitability and use ofthis Truss for any Building is Me -' —TRUSSES Building b Meresponsibifty of the owner, Me owners authorized agent or the Building Designer. in Me cone#Of Me IRC. Me IBC, 1.1 budding uses and TPI-1. Thsappowlof Me responsgll,y ofthe owner, the 01 authmexid agent orthe Bulding Designer, in 0e centeMof Me IRC, Me IBC, local building Code and TPI-1. Theappmvalof Me TIDDandany Geld Anthony. TombD II,.P.E. use ofthe Truss, indutling handling, storage. installatlon and bracing shall be Me responsibiliy ofthe Building Designer and turnover. Allnotessetout iuthe TDDandtheprecticusantl y guidelines ofthe BuiMing Component Safety Information(BSCQ published by TPI and SECA are he nereedforgenemiguidarms. TPI-1 defies Me respinebditles and duties Of Me Toss #80083 Designer, Tmw Dmgn Engineerand Toss Manufacturer, unlessutheremi, named! bya ColtraCagreed upon inwriGng byall padlasinvolmu.. The Truss Design Sheri NOTMe Buildfir g 4451 St. Lucie Blvd. -,-- - _ y as tlefinetlbTPl-1. enm•.w T. Twee ln. PE Fort Pierce, FL 34946 Designer or Truss System Engineer of any building. ABmpitt edlermsare _ _ W _.v ,..w-, map M.we.r o..0 T.�a.._ Job Tmss Tmss Type Dry Ply 11/12r2018 74190 A15 I SPEC 3 1 2723 Loading Criteria (ps0 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' rrs_ 44 whTn ,Ea s..TEREO. Wind Criteria Wind Std:' ASCE 7-10 Speed: 160 mph Enclosure: Closed. Risk Category: II EXP: C Kzt NA Mean Height: 15.24 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist:0 to IV2 CSC Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Tap chord 2x4 SP #2 - Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :Rt Bearing Leg 2x8 SP 2400f-1.8E: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 98 0.15 25.32 Apply puriins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Tmss 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 exposed to wind pressure. Deflection meets 1_/360. Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code:FBC 2017 RES PP Defection in loc Udell L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.052 K 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.104 K 999 240 A 1024 1- 1- 1668 1406 1478 FT/RT:10(0)110(10) HORZ(LL): 0.015 H - - G 1038 /- /- 1597 1447 /- Plate Type(s): HORZ(TL): 0.031 H - - Wind reactions based on MWFRS WAVE Creep Factor: 2.0 A Big Width = 7.6 Min Req = 1.5 Max TC CSI: 0.478 G Big Width = 7.6 Min Req = 7.6 Max BC CSI: 0.999 Bearings A 8 G are a rigid surface. Bearings A 8 G require a seat plate. Max Web CSI: 0.841 Maximum Top Chord Forces Per Ply (Ibs) Wgt: 1S9.6 lbs Chords Tens.Comp. Chords Tens. Comp. VIEWVer. 18.02.00.1016.21 A-B 868-1719 D-E 549 -702 B-C 800-1470 E-F 522 -703 C-D 810 -1356 Maximum Bet Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-K 1465-1004 J-1 1015 -711 K-J 1015 -711 I-H . 63 -124 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - K 359 -342 I - F 698 -385 K-D 542 -194 G-H 94 0 D - I 463 -665 F - G 995 -1272 E-I 293 -132 ^WARNING^ Please Uomughy review One -A-1 ROOF TRUSSES('SELLER'). GENERAL TERMS and CONDMONS CUSTOMER ('BUYER') ACKNOWLEDGMENT' form. A VaRy&e gnpa etemaMmdnotmmNis Tmss Design D2 g(MD)wd Ne AnUl T.Tomholll, P.EReference 5lreet behre Use. Unless othennse stated on Ne TOD, ony Npin "� cermetlm plates char Wused forme TDDb Wvalor. Asa Tmss Deign Engine (e.Spedaly EngL er),atesealonany TDDrepresenmanacceptanceofheprotessiormlempneedn is he �RA-1RDRF responahilAylcrlhadevgnofthesingle Tmss dep2fik onheTDDONy, tinder TP4l. Tlm designassumptions. loading sandinons.suilatiOtyand useMhb Trunda Wa,Budding pTRU55E5 Buadvg's he rescensYi4y of he Owner, he Gwrets auhorhed egentordw Bugdvg Designer, in Ne wntert of Ne lRC, Ne 1BC,bml Wading mde aM TPI-1. Thaapptm'slor Ne .n®+m.wov responsargy alma Owner, he Owmeds auhor¢ed agenta Ure Building Designer,whe wnlart of halRC, heIBC, locel WiMitRJ code aM TPpl. The eppmal oltln TDD aM arry field Anthony. Tombo Ill, P.E. y usa INtha Truss,vWding haMfing.storage.imUAadw atd blaring sta0 be he respo�bSy Nhe BudSuxJ Designer end Lonbapor.ide sxtoutin the 0083 #8Luci oD amde MoftT oftla Component lydormadon(Ba TPleMBa dery she vDaitln alxnxins ofT n�s adl4cdby CaUbnd anseddon9erwnelg by Deskynes pastes vsU; B Desipw. Truss Design Engineer and Truce Manufa[Wrer.uNesa ohemasa darned bya Cm�had agreed upon in wrabg by all paNes'viwNetl. TM Tmv Design Fsgineer is NOTHreB' Design Tnnss 44$1 St. Lucie Blvd. TPI-DevgR a Tmss So�em ErprieeraN�anvbwd ar ��tmreer.,�a n..m,,..l.vmmtua.miwan.mmr nm:.smotA-t rmrTe�- _ Anvonr.rmmul, P.E. Fort Pierce, FL 34946 Job Truss Truss Type City Ply 11/12/2018 2833 74190 A16 I SPEC 1 1 195.13 — r in A i Loading Criteria (ps0 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' SEAT RATE Peg. Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: It EXP: C Kzt: NA Mean Height: 1524 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP M-30:B2 2x4 SP #2: Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purling In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 113 0.15 26.00 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers I 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. Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0U10(10) Plate Type(s): WAVE DefilC51 Criteria - PP Deflection in loc L/defl L/# VERT(LL): 0.056 J 999 360 VERT(CL): 0.112 J 999 240 HORZ(LL): 0.017 H - - HORZ(TL): 0.034 H - - Creep Factor. 2.0 Max TC CSI: 0.794 Max BC CSI: 0.985 Max Web CSI: 0.711 Wgt: 144.2 Ibs VIEW Ver. 18.02.00.1016.21 ♦ Maximum Reactions (Ibs) Gravity Nan -Gravity Loc R+ IR- /Rh /Rw /U /RL A 1046 /- /- /688 /175 /366 G 1034 /- /- 1590 1195 1- Wind reactions based on MWFRS A Brg Width = T6 Min Req = 1.5 G Brg Width = - Min Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Tap Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 797 -1766 D - E 480 -752 B-C 728-1515 E-F 466 -755 C-D 738-1402 Maximum Bet Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A-J 1507 -908 I-H 1054 -6D3 J -1 1054 -603 H- G 0. 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. B-J 364 -345, E-H 307 -37 J-D 540 -19B H-F 785 -381 D-H 446 -618 F-G 619 -982 -WARNING- Please Nnreughly miew Me-A-1ROOF TRUSSES (SELLER'). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER") ACKNOw4.EDGMENI- 1p . Verify design painmeters and need notes on Nis Tmss Design DraWetg(TDD)and Ne AnNon, T.Tomba III, P.ERe%mnm Shcelbeforeuse.Unlezz WN M'I5esNIMan NeMD, oNy Alpi sannsoor plates shall be assdfor Me Me N be valid. M a Truss Design Engineer, fa. Spetlally Egieer).Meeast on any Too repiesenb an amisplarce of Me pro(ezYwW engineenn g6A-1 RWF nesponsisiJIylor Ns design M Me angle Truss depiCed on Via TOO only, under TPl-1.The design assumpduu, loading Ondidone. indaMGty antl use of B4s Truss been, Balding aNre Bufiditg oNe neSponsibiRy of Ne Owner,Ne Owrers euNorizM agent or Ue BWd'vg Designer.N Ne WnNa oINe IRC,iM IBC.bal bugdNg mde and TPl-1. The apptwal oftlne ®iRll$$6 ..�,m.ma responsgYgyolNa Ovmer, ea Ow is euNa'ecdagenlmWBwaitq Designer.NNe wn[eaof NaIRC. Ne IBC, tool bugdin9 mtle aM TPI-1. The eDprm2l olNe TDO eM atry flea Anthony. Tombo Ill, P.E. y o/Ne Buddin9lhsigner era Canl2tlor.Mroles aotMln Ne TDp aM Ne prances aM ge.imYaDagon(MbraWgshaa betln fax wzeefda Truss.hdu?ucine,smot 80083 #.Luca Sal SSMLH guaefinasofss oodgin nsese nt Safely lNprtvBm(BStq pubfamd byTPIaM SBCAare releremzd forgeneml guidalip T, envoyed. hares Design d,issordmT� Oes9^er, Truss Oesgn Etgineerand Trus Manurac4ner, unlessoNemise Mfuled b)ar:mtraG agreeduponNwr2tg by afi parM1n d�wNcd. Tln Truss Deign Fagineer is NOT NeB 4451 St. Lurie Blvd. OesiJ�crorMmsssetem 6gmearsi^Nuldmg. ado PmraodlmmNmas defmaln TPp1 .. _ _ mm ., M•��.� ee,d,�m.e.m,wan..rerc>,rams=mma.l Romr�aa-Am�wnr.rmmui. 1E. Fort Pierce. FL 34946 Job Truss Truss Type City Ply 11/09/2018 2836 74190 A17 I HIPS 1 1 Loading Criteria (psi) 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' Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 SEATP TE RED. Wind Criteria Wind Std: ASCE 7-'10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 17.00 20.64 BC 84 0.15. 26.00 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers I Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional CSC member design. Right end vertical not exposed to wind pressure. —WARNING— Please Moroghly review Me-A-1 'Mily desian aNdmelars and read net.. Mis Tn as D Code / Misc Criteria Def]ICSI Criteria . A Maximum Reactions (Ibs) Code:FBC 2017 RES PP Defection in loc Udell L/# Gravity Non -Gravity TPI Std:,2014 VERT(LL): 0.056 K 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.112 K 999 240 A 1046 /- /- 1699 1201 /330 FT/RT:10(Oy10(10) HORZ(LL): 0.020 H - - G 1034 /- /- 1583 1234 !- Plate Type(s): HORZ(TL): 0.040 H - - Wind reactions based. on MWFRS WAVE Creep Factor. 2.0 A Brg Width = 7.6 Min Req = 1.5 Max TC CSI: 0.826 G Brill Width = - Min Req = - Max BC CSI: 0.984 Bearing A is a rigid surface. Bearing A requires a seat plate. Max Web CSI: 0.714 Maximum Top Chord Forces Per Ply (Ibs) Wgt: 158.2 lbs Chords Tens.Comp. Chords Tens. Comp. ' VIEW Ver. 18.02.00.1016.21 A-B 753-1710 D-E 473 -535 B-C 507 -942 E-F 438 -661 C-D 538 -890 Maximum Bet Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - K 1436 -862 I - H 733 -415 K-J 1432 -863 H-G 0 0 J-1 1432 -863 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K-B 364 0H-E 164 -99 B-1 523 -798 H-F 78B -431 D-1 526 -184 F-G 651 -987 D-H 330 -529 GENERAL TERMS and CONDITIONS CUSTOMER (•BUYER-) ACKNOWIEDGMENt" farm. ,ony T.Tombolll.SouP.E. Refarenm SheefUebre use. Unless oNe�wisa ¢fated on Ne T[ID. oNy Alf d nnannnan aswEmodma. loading randNms.sudaanessoft an WLN and use al Ws Trussnonce ifor a any Bullding u Ne ¢ri y"ro Anthony T. Tombo III, P.E. e imss #80083 Me Sony 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type Qty I PI 74190 A18 I HIPS 1 1 15 F 77'11�3'a'5---- 2839 n b 1 -- F zrto—I F-1 1zs•rT tT—I Loading Criteria (psf) Wind Criteria Code / Misc Criteria De81CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflecfion in loc L/defl LI# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Std: 2014 VERT(LL): 0.248 O 999 360 Loc R+ I R- / Rh / Rw / U I RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.491 O 632 240 B 1107 /- A l775 1248 /306 BCDL: 10.00 Risk Category: ll FT/RTAO(Oy10(10) HORZ(LL): 0.096 J - - 1 1033 /- /- 1581 1300 P EXP: C Kzb NA Plate Type(s): HORZ(TL): 0.190 J - - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height 15.00 it WAVE Creep Factor. 2.0 B Bing Width = 7.6 Min Req = 1.5 NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: O'992 1 Brg Width = - Min Req = - Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.885 Bearing 8 is a rigid surface. Spacing: 24.0' MWFRS Parallel Dist: h to 2h Bearing B requires a seat plate. C&C Dist a: 3.00 fl Max Web CSI: 0.885 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft Wgt: 168.0 Ibs Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 A-B 27 0 E-F 700 -1160 B-C 676-1334 F-G 710 -970 Lumber C-D 940 -1950 G-H 340 -517 Top chord 2x4 SP #2 :T1 2x4 SP 24001-2.0E: D - E 674 -1179 Bot chord 2z4 SP #2:82 2x4 SP 24001-2.0E: Webs 2x4 SP #3 Maximum Bo[ Chord Forces Per Ply (Ihs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 3X4 except as noted. B - O 1002 -835 M - L 0 0 C-P 1772-1108 L-J 60 -23 Purlins P-N 1677 -1027 J-I 0 0 In lieu of structural panels or rigid ceiling use puriins N - K 1672 -1028 to laterally brace chords as follows: , Chord Spacing(in oc) Slart(ft) End(ft) Maximum Web Forces Per Ply (Ibs) TC 24 15.00 22.64 BC 24 0.15 1.99 - Webs Tens.Comp. Webs Tens. Comp. BC 119 1.99 15.15 C-O 1643 --515 K-J -225 BC 120 15.15 26.00 Apply pudins to any chords above or below fillers 7243T7 P-O 643 -515 K-G 724 =456 at 24" OC unless shown otherwise above. N - D 396 0 J - G 536 -659 D-K 519 -826 J-H 882 -508 Hangers/Ties F-K 245 0 H-1 646 -1023 (J) Hanger Support Required, by others K-L -149 0 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. -WARNING— Please Moreughy review Me W ROOF TRUSSES('SELLER'). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER-) ACKNOWLEDGMENT' form. E Verify design pammeteraand read eases on this Truss Design Dravig(TDD)andMai Anthom T. TMW ill. P.E. Reference Street Were use. Unless othervnse stated on the TOO. only Alpin '® maeuser Issues slay be used for Me TDD fo DB valid. As a Truss Design Engineering (i.e. 5peaalty Engineer). tie seal on any TDD represents an ameplance of the professional engine.' sA-s ROOF �iQr1$$6 respor.bliyf.rMedesignafthe single Truss depined on tie TDD only, under TPI-1.Thedaugn assumptions, baling serrations, suilamGyaM useol is Trusafor any Belong sthe BW?ug oNe respon53ilRyd Me Owner, Ihs Owrers auNodeetl agent or NaBldug Designer,Ntln mnfa#aINe IRC, Ne1BC.bml Owldim]cotleeM TPL1. The apDnrvalNMe •.®mews TDDeolgoeeand nesponvbiliy WNa pvner, die owreds aumorved agent arere euik'eg Designer, in Ilia mole#of be IRC. tla IBC,loml Wldug ruse and TPI-1.Tlneapole Anthony. Tombo ill, P.E. y TIDllhe Afine Ne TDD aMNeprdctice vie of me Truss,'undWgg harWMg, sto rigs. instagagon entl bating soar be Va resporaibiNy oltla Bu vg oesigreraM CanhacWn #.Luca lde M ms Tm guidelines altie Bwldig Component Safety lN.mab.n(BBCI)publsatd WTPIaN SBCAare refs smdtor gerval guNance. TPFl defuces NarespanvTBilies artl duGesddre Truss Desgrm, Truss Deign Grgmeer and Trusa MmuAcauet,ususlusaareedefined Ma Cplhatl agreed uponNwrigtg byM paNe3 mvoNed Tae True Deign Enyneer¢NDT tie Ba 4451 $t. LUCIe Blvd. oasgner arr�a system Erpineaolamblfd g. An mplatoad uma�aa dernadtlTPM. r—_a,,....,r.T,.,�.em. rF Fort Pierce. FL 34946 Job Truss Truss Type Oty I Ply 11/12/2018 2842 74190 A19 I HIPS 1 1 r 13' )— 11T11 i— ` 83X4 �dXd r 1� Loading Criteria (ps0 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' SEATFLATERED. )-Tl't0-I F-1 Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure:.Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to It C&C Dist a: 3.00 8 Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP 42 :T1 2x4 SP 2400f-2.0E: Bot chard 2x4 SP #2 :B2 2x4 SP M-30: Webs 2x4 SP #3 Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.00 24.64 BC 24 0.15 1.99 BC 82 1.99 14.78 BC 120 14.78 26.00 Apply pudins 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 CSC member design. Right end vertical not exposed to wind pressure. Code 1 Misc Criteria DeflfCSI Criteria ♦ Maximum Reactions liking) Code: FBC 2017 RES PP Deflection in loc Udell U# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.191 O 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.379 O 819 240 B 1107 P 1- 1772 1422 1334 FT/RT:10(0y10(10) HORZ(LL): 0.080 J - - J 1033 /- !- 1587 1461 /- Plate Type(s): HORZ(TL): 0.160 J - - Wind reactions based on MWFRS WAVE Creep Factor. 2.0 B Big Width = 7.6 Min Req = 1.5 Max TC CSI: 0.570 J Big Width = - Min Req = - Max BC CSI: 0.971 Bearing B is a rigid surface. Bearing B requires a seal plate. Max Web CSI: 0.831 Maximum Top Chord Forces Per Ply (Ibs) Wgt: 176.4 Ibs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.00.1016.21 A-B 27 0 E-F 734 -1130' B-C 489-1184 F-G 732 -1126 C-D 1046-2137 G-H 503 -774 D-E 1250-215B H-1 30 -18 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - O 831 -644 N - L 1139 -725 C-P 1951 -1238 M-K 33 -37 P-N 1877-1180 K-J 192 -123 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C-0 819-1056 L-G 533 -344 P - O 535 -395 L - K 768 -434 D-N 457 -483 G-K 583 -764 N-E 1028 -618 K-H 969 -549 E-L 147 -101 H-J 613 -960 F-L 154 -158 I-J 53 -40 L-M 67 0 ••WARNING^ Please thoroughly review the WI ROOF TRUSSES (•SELLER"). GENERAL TERMS and CONDITIONS CUSTOMER(•BUYER") ACKNOWLEDGMENT' form. ' Veny design parameters are read notes on N's Truss Design D mvirp (MD) and ex Amnany T. Tombo III, P.E. Reference Sheet before use. UNess otherwise staled on the MD. ody Alen _ mmeserplamosimlo.uwdforlhe T00mhevarb. Ase T..Design Engineemgf.e.Spe ity Engineer),Oewelonany TDDrepresentsana=planmor NepmksswnalergineeM aA-1 MOF respon;thility for Una design of the single Truss deplond on the MD a*. under TPl-1. The design assurnfions. loading mndNons. enlabifity and ew often; Toss for arry Bolded is the �nR1155r3 Bu �gbthe responsibary of the Owner, the Orrtiers autMdrM agent or the Buidug Designer,etha conleq of NelRC, the lBC.bcelbuJtl'ug mdeaM TPN. Tnaapprov u'o ..00.m.swo respowDmy of rim Owner, om Owneya authovaa agwlwthe 9uJdug Dezignor,in Ne center olthe lRC, on IBC, Ipral building cede aM TPpl. Tire approvaldNa TODaM arrygem Anthony. Tombo ell, P.E. Y use ofthe Truss. bvfudug hMli ang,swin age, andiaton and bracing shall be theres4o Lsryame Buildup Designer and contractor. Ag rgtes wtoulN the TDD aM theluatli�aM # 1 m,moNemhadefinedbya De�gs.T Design Figi�n MT. Manufarmun Carhactagreedup inwnvgbYagpartu'm .The Tn Design er EngineNOTft uri 4451 St..Lucie Blvd. m�wQNr�msyas .Figuaaa mb�nlc ao �arw lema ereaa mrgeat,TPu. _ . erea,em�.w.nha�..sva.ewmmesa wmr.am. woven oemucsmmwlRmTmssea-dMgnyT.Twnba m.PE Fort Pierce, FL 34946 Job Truss Truss Type Cry Ply 11112121118 2845 74190 A20 HIPM 1 1 I T Loadinh Criteria (mo 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' ua= a4X8 SEAT PLATE RED. H Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzb NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to In C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00It GCpi: 0.18 Wind Duration: 1.60 Lumber Top Chord 2x4 SP M-30 :T2 2x4 SP #2: Bat chord 2x4 SP #2:B2 2x4 SP M-30: Webs 2x4 SP #3 Plating Notes All plates are 1.5X4 except as noted. Purling In lieu of structural panels or rigid ceiling use paring to laterally brace chords as follows: Chord Spacing(In DO) Starl(ft) End(ft) TC 24 1..00 26.00 BC 24 0.15 1.99 BC 81 1.99 14.78 - BC 120 14.78 26.00 Apply pudins 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. Code / Misc Criteria Defi1CS1 Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TPI Sid: 2014 VERT(LL): 0.176 O 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.349 O 888 240 B 1107 A A 1761 1428 1315 FT/RTAO(0)f10(10) HORZ(LL): 0.079 J - - I 1033 A A 1589 1463 /- Plate Type(s): HORZ(TL): 0.156 J - - Wind reactions based an MWFRS WAVE Creep Factor, 2.0 B Brg Width = 7.6 Min Real = 1.5 Max TC CSI: 0.567 1 Brg Width = - Min Req = - Max BC CSI: 0.999 Bearing B is a rigid surface. Bearing B requires a seal plate. Max Web CSI: 0.825 Maximum Top Chord Forces Per Ply (Ibs) Wgt: 166.6 IDS Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.00.1016.21 A-B 27 0 E-F 828 -1370 B - C 553 -1261 F - G 824 -1363 C-D 1132 -2215 G-H 497 -858 D - E t754 -1541 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-O 920 -711 M-K 1311 -825 C - P 2032 -1322 L - J 52 -27 P- N 1948 -1257 J -1 0 0 N - M 1940 -1254 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp C-O 904-1171 K-L 86 0 P-O 588 -436 K-G 654 -419 N-D 348 -76 K-J 836 -493 D-M 510 -748 G-J 634 -834 E-M 394 -162 J-H 1205 -698 E-K 110 -121 H-1 634 -987 F - K 237 -261 "WARNING•' Please thoroughly review Me -A-1 ROOF TRUSSES(SELLER"), GENERAL TERMS and CONDITIONS CUSTOMER CBUYEW) ACKNOWLEDGMENT form. verilydesignpa enotersantl mad notes on dus Tmas Design Drawing(MD)antl es Ant!"T.TOmbo III,P.EReferenw gM1eetbefae use. UNeas aNerwise atatetl on the TDD,o sy Alpin wml pWtnOalbousedforthe TDDlobevalld. Aa a Tmss Design Engineering (i.e. Specially Engineer), she seal on any TDD representsan accaptaxe ofthe gofessimW engineerm A-s RDYF mspo iilityforthedesignof Ma Nngle Trussdepictedw"MDWy,under TP4l.Tlredesignaswmptiom.betlingmndW.S.suit Utyamu ofB Tmmfam Btntdug hMe aTBr155B Bugtl'ug 6Ne responsiDilityol Ne Owner, Na Oxrlela eu8a2ed agents Ne Buad'eg Devgner, in tlm mntetlalthe lRC, the lB4loml bolding mtleeM TP41. Tie appmvel of iMe .nm�o responsLilityol the Owner, da Owneh auMMvedageniwNa BuiM'agDesyner,mNe maeat of NaMRC. tlm IBD,Ipal Wld'eg mde vtl TPl-1. Tha aDDmvaIWMe TDD ertl airy field Anthony. Tombo Ill, P.E. y use of lM1 dadgg M1aMfg,sbrfetylutagatio Canhatlor. /W rotes set wtN Na TODaMNe p2ctices aM byMnaponv'hTamWeBul Desim (a I)pga of ft lg Dines rays Basign Groper andSafely MNomutm(BSCI)pmr¢hedby TPIaMSBrAaredarenoetlbr g antra, yaa Fa es defire The responsibiOesaM duties NOT 11TrM¢s Desig�c, Tn65 Design Engineer and Trans ManulM Wessnmareederuretlhyaaanbaa agreetl uponNwdNq by el potties vlwNetl. TheTrm OaNgtr Engineer is NOT the SL Lucie g451 SL Lutle Blvd. caps Ofa�r",.e sy�m Ero:w«mem luJtluq. mmpaarv4a Memo are aaaermeabrnpt. e Th,avi•_Au1mrT T,min la Pa n�m,els.me.,me„�umen.t,.w.bwwao�.mmm..imm x,�smawtRmT�.n-snamvtToiwenl. P.e Fort Pierce. FL 34946 Job Truss Truss Type City Ply 11/12/2018 2729 7-4190 A21 I HIPM 1 1 1 f- 9' 01.5X4 SEAT PLATE REO. 17' =4X8 71'10 ; 12'6' H 11'46 1 Loading Criteria (psf) Wind Criteria Code! Misc Criteria DefllCS1 Criteria ♦ Maximum Reactions (Ibs) - TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Sld: 2014 VERT(LL): 0.148 P 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.294 P 999 240 B 1107 !- /- 1736 1456 /314 BCOL 10.00 Risk Category: It FT/RT:10(0)/10(10) HORZ(LL): 0.073 K - - J 1033 1- /- 1576 l437 1- EXP: C Kzb NA Plate Type(s): HORZ(TL): 0.145 K - - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height: 15.00 ft WAVE Creep Factor. 20. B B Width = 7.6 Min Re = 1.5 NCBCLL: 10.00 TCDL: 5.0 psf 813 Max TC CSI: 0.975 J Brg Width =- Min Req = - Load Duration: 1.25 BCDL: 5.0 psf Bearing B is a rigid Spacing: 24.0' MWFRS Parallel Dist: h/2 to h Max BC CSI: 0.975 Bearing B requires a seal Seat plate. plate. C&C Dist a: 3.00 it Max Web CSI: 0.902 Maximum Top Chord Forces Per Pie (Ibs) Loc. from endwall: not in 9.00 it W9t: 156.81bs Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 A-B 27 0 E-F 1030 -1740 B-C 745-1316 F-G 1025 -1728 Lumber C - D 1304 -2378 G - H 1025 -1728 Top chord 2x4 SP #2 D - E 982 -1771 H - 1 699 -1060 Sot chord 2x4 SP #2 :B2 2x4 SP M-30: Webs 2x4 SP 93 Maximum Bat Chord Forces Per Ply (Ibs). Plating Notes Chords Tens.Comp. Chords Tens. Camp. All plates are 3X4 except as noted. B - P 984 -823 N - L 15W -1140 C-0 2198-1655 M-K 65 -46 Purling Q-0 2105-1578 K-J 159 -146 In lieu of structural panels or rigid ceiling use pudins O - N 2094 -1573 to laterally brace chords as follows: Chard Spacing(In oc) Start(ft) End(ft) TC 24 9.00 26.00 Maximum Web Forces Per Ply (Ibs) BC 24 0.15 1.99 Webs Tens.Comp. Webs Tens. Comp. BC - 84 1.99 14.78 BC 120 14.78 26.00 C - P 1049 -1256 L - M 81 0 Apply pudins to any chords above or below fillers Q-P 626 -507 L-H 799 -551 at 24' OC unless shown otherwise above. O - D 311 -146 L - K 1034 -706 D-N 508 -653 H-K 659 -658 Hangers/Ties E-N 411 -142 K-1 1350 -791 (J) Hanger Support Required, by others E - L 246 -199 I - J 640 -985 F-L 285 -321 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. ' Deflection meets 1-1360. "IVARNING- Please tomughly review to WI ROOF TRUSSES(•SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER-) ACKNOWLEDGMENT" form. g Vedfydesignp.lem andread notes a a this Truss Design Oraw'ulg(matend MCAMhony T. Twnpp In. P.E.Refemnw SM1eetberore use. Unless oNerwise staled on Ne TOD..*Alpin mnecnrp�ansshe0 tie usedforte TDD bbe valid. Asa Tress Cosign Entnixein,i.e.Spe:airy Engineer), No said on any TOD represents an atteplanca ofthe nafe onalemyneenn A-1 ROOF �iftll$56 responnaliy far No design of to single Toa, deeded on ltre Too may, under TPl-1.The design isssumpgons, being madams, suilabLry and use ofthis Truss for my Building is to BuiSuigbte reapmvbilgy of to Owner,NeOvmers aullnn2eC agenimta au�igDesigier, of to donned of to lRC, tln IBC.Ioml WJdbig mde mid TP41. TheaPprpvaldte .,onv'bYity of to Owner, the Oaae. naaoneel agent., to avildhy Designer.in terddetl of to IRC. to ISC, oval wad'vig mde and TPl-1. ran, appm2l of to TDD and any flab Anthony. Tombo ill, P.E. y use of to Tress,IMWing haMGng,storage. mslaAadm ant Wamig shill he tin resmnsiGLyolte Bugling DasgiereM Contradm.Aflnonsseloutbte TODaidtepTdcdcosand duties to Tress #B0083 gtidelines oils auldbig Component Safety lydmmadm (BBG)pubosRd by TPIaM SHCA are reform Mbrgercrel gubarcn. TPpt defnes to respmnibilidea ant of Desgnm,T. Design Erigbean and T.Mmubcbum, untess uenwdsedefned by a Contrail agreed upm In writing by ag paNes inWved. no T. Design Engineer is NOT to B.Ilds 4451 St. Lucie Blvd. DesknwTmu System Ef4y dare'bug g.Mmpaafzdtanna areaadef dnTP41. rmM taxaaA.lsaai, fu-mamwr Taamm_Pa In. RE Fort Pierce, FL 34946 Job Truss Truss Type City I Ply 11/12/2018 2799 724190 A22 I HIPM 1 2 I:a 210 19 187# taTa1 1870 107# 167# Lela1 187# 10) I TO'6�Y0'6 �2'TYt2'.-1-2�2'�Y-1-Yt Y�1.4{ is e3M nano SEAT PUTE `Ea. 1-71-10 1 H 125' r 2U'12-1 5179 12 12U 11-4T 13J 1 13w 130a 13M 130p 130a LoadingCriteria (psf) Wind Criteria Code! Misc Criteria DeFl/CSI Criteria ♦ Maximum Reactions Ibs TCLL: 20.00 Wind Std: ASCE 7-10 Code: FED 2017 RES PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.182 P 999 360 Loc R+ ( R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: No VERT(CQ: 0.363 P 855 240 B 2341 /- A /- 11125 1114 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.093 J - - J 2605 1- 1- !- /1246 A EXP: C Kzt: NA Plate Type(s): HORZ(TL): OA85 J - - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height 15.00 it WAVE Creep Factor. 2.0 B Brg Width = 7.6 Min Req = 1.5 NCBCLL: 0.00 TCDL: 5.0 psf Max TC CSI: 0.676 J Brg Width =- Min Req = - Load Duration: 1.25 BCDL: 5.0 psf Bearing B is a rigid surface. Spacing: 24.0' MWFRS Parallel Dist: 0 to h/2 Max BC CSI: 0.897 Bearing B requires a seat plate. CSC Dist a: 3.00 ft Max Web CSI: 0.741 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it Wgt: 299.61bs Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Wind Duration: 1.60 VIEW Ver. IS 02.00.1016.21 A-B 13 .10 E-F 1435 -2951 B-C 713-1363 F-G 1420 -2919 Lumber Puffins C - D 1328 -2769 G - H 2919 180542D -1638 Top chord 2x4 SP #2 :T1 2x4 SP 2400f-2.OE: In lieu of structural panels or rigid ceiling use puffins D - E 1328 -2769 H - I 805 -1638 Bat chord 2x4 SP 92 :82 2x4 SP 24001-2.0E: to laterally brace chords as follows: Webs 2x4 SP #3 Chord Spacing(in oc) Start(t1) End(0) TC 24 7.00 26.00 Maximum Sot Chord Forces Per Ply (Ibs) Nailnote BC 24 0.15 1.99 Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.131"x3", min. nails BC 120 1.99 26.00 Apply purlins to any chords above or below fillers B - P 976 -477 N - L 2802 -1295 Top Chord: 1 Row @12.00" o.c. at 24" OC unless shown otherwise above. C - Q 248E -1125 M - K 151 -65 Bat Chord: 1 Row @12.00" D.C. Q-O 2393 -1080 K-J 22 0 Webs : i Row @ 4"o.c. Use equal spacing between rows and stagger nails Wind O - N 2420 -1087 in each row to avoid splitting. Wind loads and reactions based on MWFRS. Right end vertical exposed to wind pressure. Maximum Web Forces Per Ply (Ibs) Special Loads Deflection meets Ll360. Webs Tens.Comp. Webs Tens. Comp. -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) C - P 609 -1246 L - M 112 0 TC: From 60 pif at -1.00 to 60 plf at 7.00 Q - P 621 -293 L - H 1395 -663 TC: From 30 plf at 7.00 to 30 plf at 26.00 BC: From 20 plf at 0.00 to 20 plf at 7.06 D - O 535 -155 L - K 1544 -716 BC: From 10 plf at 7.06 to 10 plf at 26.00 D - N 446 -232 H - K 646 -1041 TC: 214 lb Conc. Load at 7.03 N - E 241 -312 K -1 1945 -922 TIC 1871b Conc. Load at 9.06.11.06.13.06,15.06 E - L 194 -107 I - J 632 -1216 17.06.19.06,21.06,23.06,25.06 F- L 232 -274 BC: 517lb Conc. Load at 7.00 BC: 123 lb Conc. Load at 9.06,11.06,13.06 BC: 130 lb Conc. Load at 15.06,17.06,19.06,21.06 23.06,25.06 Plating Notes All plates are 1.5X4 except as noted. Hangers I Ties (J) Hanger Support Required, by others -WARNING- Please thoroughly review Me'A.1 ROOF TRUSSES('SELLER"), GENERAL TERMS and COMMONS CUSTOMER ('BUYER") ACKNOWLEDGMENT" torn. J V.* design pweve. .nd read notes on Pis Tress Design Drawbg(TDD) and to Anthony T. Jumbo ld P.E. Reference Sheet before wa. Unless otherwise slated on Pe MO. only Npin mmerfor plates span be used for Pe TDD W be valid As a Truss Design E bleerrfga.Speonalty Engineer). Pe seal on any TDD repmeanW an woopmece of the pefessional engineenn A-1 HOUF responsSihrytar to design of Me single Truss depicted on Pe TDD only, under TP41. The design assumptions, twel conditions, sueaMDy and use of this Truss for any building is the ®TNtl55[3 BundWgk Peresponsbaityol Pe Owner.MO esautgtl agenimt Bu6ding Deagner,WPeaanteriof PDIRC,W lBC,l�buddingmdeand TPI-1. Theapple,nuotthe responsll.lily of PeOwner, to OwmYa aNhor¢ed agent or Pe buitl'aq D¢signer, in Pe mntertof NeIRC. PaIBC.loml bundug codeaM TP41. Mappreval altln TDD and airy fieM Anthony. Tomb0111, P.E. y useal the vWudingharoamout Safety inormaton enddaagshed be tle raspo tulle Bosed! Designer aMCdntrdcW 0083 #SLuci of Me TPI-tdef Pe responsibnitlesaM duUesoftheeltss CA. -Idefle MemsWthe MtDa dWp of�e TM tenderness; ruma eengn Component Safety Information (MCI)publishedTPIaN SBCAare refere dMgenadng loyal Oeigner, Truss Desgn Elgineerarf Trva ManuAs WgessgNendise dha agreed upon Nwri4ng byall paNes vwMed Tlla Trvv DeSlgn Ellgneer iz NOT Pa Buld QQ51 $L LUQB Blvd. oet turned 1. oeserarTrvss syum Enyeeraonly dadi�. As vl: wed a and a: der M'nNTP41, a�bleexumnm.wmzn mmtsmmwtlam Tua,e- . _ _ - n.. nn.�m.n urvmm Mavry T.Tdm.'s.P.E_ Fort Pierce, FL 34946 Job I Truss Truss Type Ory I Ply 11/12/2018 74190 B01 I COMN 1 2 2919 Loading Criteria (par) 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' \6%&R) a5y8 G H Y139P 1160n ITEM 11fietl 1160P 11Wtl I160P 116M 13W 1398% 137 Gl 1139tl 11MP IIi4tl It4M 11MD Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height 15.00 ft TCOL 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist:0 to h/2 C&C Dist a: 3.73 It Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 :T1 2x8 SP 24001-1.8E: :T2 2x6 SP #2: Bot chord 2x8 SP 2400F1.8E :B3 2x6 SP 2400f-2.OE: Webs 2x4 SP #3:W5, W7, W8, W10. W19 2x4 SP 92: :W9, W13, W16, W18 2x4 SP M-30: :W20 2x8 SP 2400f-1.8E: Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00' o.c. Bot Chord: 2 Rows @ 5.50' o.c. (Each Row) Webs :1 Row @ 4' o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1)112" 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 60 plf at 0.34 to 60 plf at 37.27 BC: From 60 plf at 0.00 to 60 plf at 0.34 BC: From 20 plf at 0.00 to 20 plf at 37.27 BC: 2339lb Cone. Load at 5.67 BC: 1160 lb Cone. Load at 7.67. 9.67,11.67,13.67 15.67.17.67.19.67 BC: 1398 Ib Conc. Load at 21.67,23.67 BC: 1376 lb Conc. Load at 25.67 BC: 1139 Ib Conc. Load at 27.67 BC: 1144 lb Conc. Load at 29.67,31.67,33.27.35.27 T 1 Code / Misc Criteria DeflICSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udell U# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.338 S 999 360 Loc R+ / R- / Rh / Rw / U / FIL Rep Factors Used: Varies b Q: 0.676 S 659 240 W 11067 /- /- /- /4446 P F URTAO(Ou10(10) HORZ(LL): 0.105 C - - X M59 /- /- /- 15083 /- Plate Type(s): HORZ(TL): 0.211 C - - Wind reactions based on MWFRS WAVE, HS Creep Factor: 2.0 W Brg Width = 7.6 Min Req = 4.6 Max TC CSI: 0.754 X Brg Width = 6.9 Min Rent = 5.1 Max BC CSI: 0.981 Bearings W & X are a rigid surface. Bearings W & X require a seat plate. Max Web CSI: 0.999 Maximum Top Chord Forces Per Ply (Ibs) Wgt: 784.0 lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 18.02.00.1016.21 A -B 4939-12230 F-G 2647 -6429 B - C 4585-11215 G - H 1976 -4795 Purling C - D 395-9581 H - I 2- In lieu of structural panels or rigid ceiling use purlins D - E 3952 -9567 - J 2041 41 -897 4897 to laterally brace chords as follows: E-F 3295-7927 J-K 152D -3651 Chord Spacing(in oc) Stad(ft) End(ft) TC 24 21.00 26.33 BC 95 0.00 37.27 Maximum Bot Chord Forces Per Ply (Ibs) Apply puffins to any chords above or below fillers Chords Tens.Comp. Chords Tens. Comp. at 24' OC unless shown otherwise above. A - V 10929 -4406 O - P S722 -2356 Wind V-U 10924-4404 P-0 5702 -2350 Wind loads and reactions based on MWFRS. U - T 9987 -4083 O - N 4375 -1816 T - S 9987 -4083 N - M 3314 -1374 Right end vertical not exposed to wind pressure. S- R 8401 -3472 M- L 0 0 R- Q 6987 -2904 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp V - B 1203 -382 G - O 838 -2042 B - U 397 -1171 O - H 2283 -943 U - C 1985 -765 0-1 1140 -435 C - S 835 -2170 I - N 545 -1344 S - E 2866 -1151 N - J 2420 -1006 E - R 1011 -2531 J - M 1243 -2888 R - F 3243 -1411 M - K 5324 -2207 F-Q 1301 -3009 K-L 2458 -5892 G - Q 4547 -1877 -WARNING- Please thoroughly review Me 'A-1 ROOF TRUSSES(•SELLER'). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER') ACKNOWLEDGMENT" form. A Ve,iy design parametem and read mres on this Truss Design Drawin,(TOD)and Out Anthony T. Tombo Ill. P.E.Refemnwgmtbeforeuss.UnlessoNetwisesNtedonthe MoD.ony Alpin g wt e=platesshallbeusadfw Ne TDDtobevalN. Ate a Truss Design Engineering (i.e. Specialty Engineer), Me seal on any TOO represents an aaeptance of the professional engineenn �0A-r ROOF responstlgry firths design of the angle Truss depicted on Me Too only. under TPI-1.The design assumptions, bating sonditions, suitabtgy and use of tha Truss army Building is Me NTRUSSE5 Budditg's the responsibility of the C.ner, Me Owner's authorised agent Mthe Building Designer, in the contaM.f Me IRC, Me IBC, blot budding mtle and TPI-1. Tlteapptoval oftim rspof or r.inthecontea rareArtl TPL The the TDDaMeny fink Owner, the Owm(sage. Anthony. Tombo III, P.E. y Monsager taBuilding beta in Me Too( andante. orkld t set ounMeTooand lhepradiossantl MeT ,fr htsNlW4on aM breagshea be Ne atheBMi,Ne Designerconnector. Neosed use of the Truss, htsedr, Trua oom #SLuci CratdMg.storage. TPI-1 dmd. NeTrusa iEB TPI d!Sm Aar re for g Memsp Campenent Safety lMomalim (Bornm Wererues erititerarl EatgdWesartre byallp Englnee+eMTruss Manu(ac9ud, unlessoNemise deft MEya CanbaGa,geed upon in writlttg by all paNes'vrvoNed. The True OeSyn Er�neer¢NOT NeB" Designer. Design umnedbyafredbyaCAarerererencedfof meriting DasgrercrTrus 44j18t. LOGYB Blvd. Sfas ce,.s...n r45-1adSo�.reai�neerNa-tryT 1-11 raPta�1�`„temu are as 4NVJ rut TPF1. _ M ...� i are,aem�n:,a,,.raai.aaaumitafwwon wwdwt wiwsatotA-tlmfrna>e-Aimmvr.TMao nI, P.E Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply 11/09/2018 2730 T4190 B02 COMN 3 1 ` . -". F-- 21'0'1 l 5-3.141 21'O'l 05XB ae5x6 F G TII H S3X6 12 y3X4E 6 p (a) (a) I m1.5X4 y 3X6D JS3Xfi - �1.5X4 C (a) (a) K`3X4 ' =3X6(BI)B A L=33X6(B1) II T 5 R P sa5 O N U a3X4 =4X6 a3%4 =aXB =4X6 81.5X4 SEAT PLATE RED. SEAT PLATE RED. SEAT PLATE REQ. 3TO'3 - - 10713 � F.1 4T4' Loading Criteria (list) Wind Criteria Code I Misc Criteria DoB1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sld: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/defl Ll# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.118 T 999 360 Loc R+ / R- / Rh / Rw / U / RL B 1468 P /- /1029 1600 1481 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.234 T 999 240 BCDL: 10.00 Risk Category: II FT/RT:10(0y10(10) HORZ(LL): 0.043 O - - O 2246 1- I- /1395 /877 f- EXP: C Kzt NA Plate Type(s): HORZ(TL): 0.085 0 - U 192 /- A 1492 /177 /- Des Ld: 40.00 Mean Height 16.00 ft WAVE Creep Factor. 2.0 Wind reactions based on MWFRS NCBCLL: 0.00 TCDL: 5.0 pat Max TC CSI: 0.9 B Brg Width = 7.6 Min Req = 1.7 Load Duration: 1.25 BCDL: 5.0 psf O Brg Width = 7.6 Min Req = 2.7 Spacing: 24.0' MWFRS Parallel Dist: 0 to h2 Max BC CSI: 0.965 U Brg Width = 7.6 Min Req = 1.5 C&C Dist a: 4.73 A Max Web CSI: 0.910 Bearings B, O, & L are a rigid surface. Loc. from endwall: Any Wgt: 278.6 Ibs Bearings B, 0, & L require a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 1 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 G-H 1189 -1065 Top chord 2x4 SP #2 B - C 2027 -2489 H - I 637 -162 Bot chord 2x4 SP#2 C-D 1842-2187 I-J 610 -327 Webs 2x4 SP #3 D-E 1864 -2114 J-K 564 -340 Bracing E-F 1385-1357 K-L 349 -422 F-G 1208 -887 L-M 27 0 (a) Continuous lateral restraint equally spaced on member. Maximum Bot Chord Forces Per Ply (Ibs) Purling Chards Tens.Comp. . Chords Tens. Camp. In lieu of structural panels or rigid ceiling use pudins B - T 2142 -1532 Q- P 534 -155 to laterally brace chords as follows: T - S 1652 -1036 P - 0 534 .155 Chord Spacing(in oc) Stert(ft) End(ft) S-R 1652-1036 O-N 328 -243 TC 24 21.00 26.33 BC 72 0.15 47.19 R-Q 1124 -424 N-L 336 -242 Apply puffins to any chords above or below fillers , at 24' OC unless shown otherwise above. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind Wind loads based.on MWFRS with additional C&C C -T 608 -374 Q - H 619 -248 member design. T-E 523 -340 H-O 1466 -1857 E - R 879 -757 0-1 353 -271 Right bottom chord exposed to wind. F-R 687 -568 O-K 804 -518 Additional Notes F-Q 593 -550 K-N 352 -354 G 199 240 WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See'WARNING' note below. - "WARNING- Please thoroughly review Me'A-1 ROOF TRUSSESCSEL1ER'). GENERAL TERMS and CONDITIONS CUSTOMER(•BUYER") ACKNOWLEDGMENT' foml. Verity design parameters and read notes on distress Design Drawers(IOD) and tha Anlhmy T. Tombo ill, P.E. Raferenoe Sheet before use. Unless otherwise stated on Me Too, onlyAlen mmedor planes shall be used for the TOO W W ralW. As a Truss Design Engineering (i.e. Speaaby Engineer), de said on any TOD represents an accoplonce of the professional engineers museasibIty for Me design of the angle Truss depitled an Me TOD a*. under TPl-1. The design assumptions, baring sunbeam. witaleDy and use of this Truss br any Bandbg is de Bugdirgb Ue resppnsiNliry o/the Owner, the Owne(s auumriretl agenlwthe BugP gDesigner,mUe motetl of Ue IRC, UeIBC.balb ldug rode and TPF1. Theeppurralof Ua Seeking eMairesponsI ame euu¢i Nyu�dmagel �n and eeiaang of rulft TooPell--aa Mmhsset Anthony T. Tombo III, P.E. se of Me,Tnusr wage. irsnundaation brat bbDDasigneraiftadC Dame Mindy -TOLD Truss #80083 rupimllelUes of Ue Buldbg Compmmmt Sakryldomutrm(BBCII puboshed by TPlam secAare rererercsd forgererw guidari¢. TPN dermas gn respmeibyties and aulres o(Irre Oesgnes. Truss Design Emineerand Truss ManufacLuer. artless oNemise dermed by a CmOaG agreed upon In wraing by all Forties mwNed. The Truss Design Ety/neerb NOT Me Barrels 3 4451 St. Lucie Blvd. DesgnerwTeuss Spam Etgineeraf airy ouldmg. M vCIMf¢ed lerma ereaatlefiredbTPFt. c<PngluemleatRmrniuef-w��aw�yT.rarmamPa Reprmav�maa:ae�sar,+.inamrmnlsl�N*bdwelm v.wmm� punaasan of u"tRmrnmea-aw4rrr.ramm In. P.E. Fart Pierce, FL 34946 Job Truss Truss Type City Ply 11/12/2018 2731 74190 B03 COMN 1 1 f - 21' 5'4' I - 21' aa5X6 F_- r G TI H 43X6 T4 12 ,3X4E 6 (a) 81.5X4 - 03X6D ��3X6 ' fkLSX4C (a) (a) Ku3X4 s 3X6(B1)B A Lsa IX6(81) U T B2 B R O B3 P aq O N a3%4 =H0308 =3X4 E4X6aa3X8 sv4Xb 01.5X4 SEATPLATEREO. SEAT PIATE REQ. SEAT PLATE REG. 3T0'3 - 1OW13 F7 4T4' 1'I Loading Criteria (ps0 Wind Criteria Code! Misc Criteria Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.112 U 999 360 Loc R+ / R- / Rh / Rw / U / RL B 1478 /- /- 11033 /273 1483 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.224 U 999 240 BCDL: 10.00 Risk Category: II FT/RT:10(0y10(10) HORZ(LL): 0.037. O - - O 2226 /- /- 11392 /406 /- EXP: C Kzb NA Plate Type(s): HORZ(TL): 0.074 O - - V 330 /-24 !- 1494 /178 /- Des Ld: 40.00 Mean Height: 15.53It WAVE, HS Creep Factor. 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.600 B Brg Width = 7.6 Min Req = 1.7 Load Duration: 1.25 BCDL: 5.0 psf O Big Width = 7.6 Min Req = 2.6 Spacing: 24.0' MWFRS Parallel Dist: h to 2h Max BC CSI: 0.839 V Big Width = 7.6 Min Req = 1.5 C&C Dist a: 4.73 It Max Web CSI: 0.898 Bearings B, O, 8 L are a rigid surface. Loc. tram endwall: not in 13.00 R Wgt: 278.6 Ibs Bearings B, O, & L require a seat plate. GCpi: 0.18 Maximum Tap Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber - A-8 27 0 G-H 816 -1091 Top chord 2z4 SP#2 B-C 1298-2510 H-1 603 -132 Bat chord 2x4 SP M-3032 2x4 SP #2: C - O 1181 -2135 - J 530 -254 :B3 2x4 SP 2400f-2.OE: O-E 1944203 -1379 J-K -417 Webs 2x4 SP#3 E-F 944 -1379 379 K-L 379 -417 Bracing F-G 820 -910 L-M 27 0 (a) Continuous lateral restraint equally spaced on member. Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Puffins B U 3 Q P 572 86 ins In lieu of structural panels or rigid ceiling use purling U-T 671 -623 P-O 572 -86 to laterally brace chords as follows: T-S 1671 -623 O-N 323 -282 Chord Spacing(in oc) Start(ft) End(tt) S - R 1143 -252 N - L 331 -280 TC 24 21.00 26.33 BC 75 0.16 47.19 R-Q 1143 -252 Apply pudins to any chards above or below fillers - at 24' OC unless shown otherwise above. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind Wind loads based on MWFRS with additional C&C C - U 400 -375 Q - H 607 -180 member design. - U-E 597 -176 H-O 974 -1832 Right bottom chord exposed to wind. E-S 550 -757 0-1 254 -272 F-S 688 -332 O-K 728 -519 Additional Notes F-Q 370 -54B K-N 357 -478 WARNING: Furnish a copy of this DWG to the Q - Ca 244 -95 installation contractor. Special care must be taken during handling, shipping and installation of trusses. See'JARNING' note below. ^WARNING^ Pleas. BlorcughlyreNew Ne'A-1 ROOF TRUSSES('SELLER'), GENERAL TERMSand CONDITIONS CUSTOMER CBUYER')ACXNOvAEDOMENP foml. Verify design paramders and read nates an Nis Tress Design o2wmg (MD)and tle Anthony T. Tombo 111, P.E. Reference sheet before use. Unless oNemise staled onthe TOD, oNy Alpin conneMrplatea ehdd beusedbr Ne TOO lob.valid. Asa Tmss Design Engmeerig(i.e.5pedaly Engheor),the seal on any Too represents an acrsptarce of Me prokzsiofal eigineedn 13 q_1 ROOF responsbiliyfor the design of the single Truse depicted on be Too oNy, under WP1. Tim design assumption.., boding oondigons sulab9y and use of Nis Trues for airy Bulding is Me aTRD556 Bultliig SNe msponsbily of lbeOmer, Ne Ownefs autgdzM agentw Ne BulPmg Designer,b Ne come#oI NeIRC. NeiBC. tarot bulMdug code antl.TP41. Thaapprova10M. ..w.o..auw oNa cwvaa�areM se�aenw Anthony T. Tombo lit. P.E. c of ubiym�fuvrJOuEmq l,antlang,�worege. bataaatiw aM bm['vg s�M1albeNerrespor vb=iLrya Buld'ug OezigMeIBCrel 0b foss eacmmdiaiooandi ffioap Tmw #80083 giddemesd Na Bdwbv ompmntSfetylm bw(nCgpublisrodby TPlam SBGammfeme f«genemlguidanw. TPl-ldet sNerespauiblmesamdudesoftre Devgnw,TussD ign Engi.e .WT. Wnufecbaer,unlessoNervbsedefinedbya Conbadnmre upoAMn bNbyagp6eshvoNed.TheTrussDesignElg[neerisNOTMeBOnj 4451 St. Lucie Blvd. Desgrsrw Tmss System Ergme eaMb mg. Ag bVdr¢ad temc ere as definedb TP41. C �nyNOa118 M1PMTrua�a-MNmry T.Tombola,P£RePo]uYmdaasGevme+l'nary Nm.6pd titedwM1MtW�rOm Rnma�ef.-1PmfT�iea-NYmyT. Tvrito ill, P.E Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply 11/122018 2732 74190 - B04 COMN 1 1 9'4' a5X6 �13X4 ix6X6 F G H T 72 03X4E TI 6 � 114X6 a 03X6D (a)()>(a) 3X6 en N 1.SX4C (a) K33X4 �3X6(B10A•R)B 1 LaMfi(81) 1 = B1 T S R O P O N =3X4 =4Xfi �3X8 a08 =4X6 =4X6 mt.5X4 SEAT PLATE RED. SEATPtATEREO. SEAT PLATE RED. 3T0'3 - - 10713� ('1 47`4' Loading Criteria (ins) Wind Criteria Code / Misc Criteria Def ICS1 Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Std: 2014 VERT(LL): 0.116 E 999 360 Loc R+ / R- / Rh / Rw / U I RL B 1484 P !- 11034 280 1440 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CQ: 0.230 E 999 240 BCDL: 10.00 Risk Category: 11 FT/RT:10(0y10(10) HORZ(LL): 0.037 Q - - U 2228 P A 11375 /404 /- EXP: C Kzb NA Plate Type(s): HORZ(TL): 0.073 Q - V 323 /-32 /- /496 1179 /- Des Ld: 40.00 Mean Height: 15.03 R WAVE Creep Factor. 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.883 B Brg Width = 7.6 Min Req = 1.8 tio Load Duran: 1.25 BCDL: $.0 psf U Brg Width = 7.6 Min Req = 2.6 Spacing: 24.0' MWFRS Parallel Dist: h to 2h Max BC CSI: 0.977 V Brg Width = 7.6 Min Req = 1.5 C&C Dist a: 4.73 it Max Web CSI: 0.556 Bearings B, U, & L are a rigid surface. Loc. from endwall: not in 13.00 it Wgt: 273.0 Ibs Bearings B. U. & L require a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A- B 27 0 G- H 803 -880 Top chord 2x4 SP #2 B - C 1372 -2586 H - 1 745 -1101 Bot chord 2x4 SP#2:B12x4 SP M-30: C-D 1202-2Z75 I-J 589 -170 Webs 2x4 SP #3 - D-E 1217 -2161 J-K 534 -182 Bracing E-F 1015-1550 K-L 394 -429 F - G 1001 -1306 L - M V0 (a) Continuous lateral restraint equally spaced on member. Maximum Bot Chord Forces Per Ply (Ibs) Puriins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purling B - T 2244 -1066 Q - P 4Z7 -380 to laterally brace chords as follows: T - S 1783 -727 P - O 427 -3BO Chord Spacing(in Do) Start(ft) End(ft) S-R 13 -2 O-N 341 -30 TC 24 19.00 28.33 BC 75 0.15 47.19 R-Q 114143 -323 N-L 341 -301 Apply pudins to any chords above or below fillers at 24' OC unless shown otherxise above. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind Wind loads based on MWFRS with additional C&C C -T 388 -350 Q - H 182 -72 member design. T-E 496 -110 Q-1 1458 -638 E - R 513 -685 1- O 1063 -1857 Right bottom chard exposed to wind. F-R 3S9 -156 O-K 648 -483 Additional Notes R-G 438 -193 K-N 370 -45B G - Q 400 -6Z7 WARNING: Fumish a copy of this DWG to the - _ installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. - ^WARNING'- Please NpreugNyrenew ore -A-1 ROOFTRUSSES(5E11ER-). GENERALTERMS and CONDITIONS CUSTOMER tli Y ) ACMOWLEDGMENT- farm Vasty design parameters and read asses an gre Truss Design Dmad ] (Too) and Isla And"T_ Tpmba III, P.E. Refwenee SMe1 before use. UNese othendim stated on Me MD. omyN ooryecMrpbesa Obeusedfor Me TDDh We M.Asa Tmss Design Engmeemg(.e.5pe ity Ewhm r).ftwalonany TDDmpresenban acmplaneddrun, pofess. eng'er Ll.f 9A-1 ROOF respmsAJityfwdre design of me aingte Trues depend on Me Too only. under TPFl. Tee design aswmdons. batingw Mekns, sulfab'Gty and N's Truss foran, Sa➢dirga Me dO ETRus5 BUJdug's Ne reaponsmitity of Ua Owrer, are Ownefs autladzed agentwtle BUN6rg Designer,bge mote#o1Ne IRC, pa I6C. beW bWtlmg mdeeM TP41. Theappmml of de .nmeaio aarre:pnwemtyaula eu nag mdualrlg'na�narN srio eve wla�oau�nerwid aamosend Anthony T. Tombo III, P.E. o�se minarrtyrnzaa b�dry siao°e oesais erartl Cano�aa�n�AnexasutoxinMeeMDanem Truss #80083 guidermesof de Bmldmg Coreonentsawy lMomadon(MCI) osbUsned by TPl ardMCAare refarenmd br gercrzlguitlarlca. ToOdefinnmeresponaI ilitiesarMdudesof Ma Ossignen Tmss Design EngincereM Truss ManufaMrer.unlev eMerxise tlef NdyaConeaG agreed uponNwrmrlg by all panne inwNed. Tee Truss Deaign ErlryneerfoNOTMe BUJ' 4451 St. Lucie Blvd. Oesymrw Truss ayslem ErgbeerolarrybuMmg.Mmpie enxo dNare, ddefneedn TPFI. r�febNOa119 A-IaNTruvef-MPbry T. TamM111,PE RMMu:Ibn'a EmrmmM1Er arryfwm.sPdvtilfdnldlandmv.'rlEan Mrmlfsb^^f M1 RmfTuvroa-Maury T. TdnM II1, P.E Fort Pierce, FL 34946 Job Truss, TRUSS Type City Ply 1111212018 2733 74190 B05 COMN 1 I 1 m5X8 131.5X4 =6X6 E F G 12 6 ��0 H s4X6N 3X6 T Ja%3X4 fall =3Xfi(A7) K= 3X6(Bi) 1 32 T S P O N M 01.5X4-4X6=3X4 es3X10 =4X4 ss4X6 =4X6 41.5X4 SEAT PLATE RED. SEAT PLATE RED. SEAT PLATE RED. 3T0'3 -- 10'3'13� F7. 474' Loading Criteria (psf) Wind Criteria Code / Misc Criteria Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL 20.00 Wind Sid: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Sld: 2014 _ VERT(LQ: 0.106 R 999 360 Loc R+ / R- / Rh / Rw / U / RL B 1487 /- /- /1035 J292 1398 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.210 R 999 240 BCDL: 10.00 Risk Category: It FT/RT:10(0y10(10) HORZ(LL): 0.040 P - - U 2214 /- 1- 11390 1394 /- EXP: C Kzt NA Plate Type(s): HORZ(TL): 0.081 P - - V 323 /-21 1- /470 1182 /- Des Ld: 40.00 Mean Height: 15.00 it WAVE Creep Factor. 2.0 Wind -reactions based on MWFRS NCSCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.696 B Brg Width = 7.6 Min Req = 1.8 Load Duration: 1.25 BCDL: 5.0 pat U Brg Width = 7.6 Min Req = 2.6 Spacing: 24.0' MWFRS Parallel Dist: It to 2h Max BC CSI: 0.951 V Brg Width = 7.6 Min Req = 1.5 C&C Dist a: 4.73 it Max Web CSI: 0.982 Bearings B, U. & K are a rigid surface. Loc. from endwall: not in 13.00 it Will: 270.2 Its Bearings B, U. & K require a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 1 Chords Tens.Comp. Chards Tens. Comp. Lumber A-B 27 0 G-H 56 -927 TOP chord 2x4 SP #2 :Tt 2z4 SP M-30: B - C 1276 -2478 H - I 566 -141 Bat chord 2x4 SP #2 C-D 108-17 I-J -1 Webs 2x4 SP 113 D - E 1087 -1749 49 J - K 410 410 -38381 Bracing E-F lW4-1316 K-L 27 0 F- G 1004 -1316 (a) Continuous lateral restraint equally spaced on member. Maximum Bat Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use pur ins B -T 2112 -947 P - O 417 -393 to laterally brace chords as follows: T - S 2109 .949 O - N 417 -393 Chord Spacing(in OC) Starl(ft) End(ft) S - R 2109 -949 N - M 290 -273 . TC 24 17.00 30.33 BC 75 0.15 47.19 R-Q 1476 -511 M-K 298 -270 Apply pudins to any chords above or below fillers Q - p 753 -182 at 24' OC unless shown otherwise above. -. Web Forces Per Ply (Ibs) Wind Webs Tens.Comp. Webs Webs Tens. Comp. Wind loads based on MWFRS with additional C&C member design. T - C 347 0 G - P 489 -770 C - R 509 -737 P - H 1450 -654 Right bottom chord exposed to wind. E-R 571 -189 H-N 1012 -1842 Additional Notes E-Q 169 -336 N-J 680 -529 F- Q 348 -398 J - M 383 -447 WARNING: Furnish a copy of this DWG to the Q - G 929 -518 installation.contmetor. Special care must be taken during handling, shipping and installation of trusses. See 'WARNING* note below. "WARNING- Please thoroughly review the'Ml ROOF TRUSSES ('SELLER"). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGMENT" form. Verity design pearradem and mad notes on Ws Truss Design Coaxing (Too) and the Amboy T. Tpmbo III, P.E. Refemnm Sheet betore use. Unless otherwise statetl on the MO. only Alpin COMedar plates ahaA big used laden TDO to De valid. Asa Tress Callen Entire¢r'vg(i.e. 5peotm, Elgmeer), No seal many Too represents an accaptanixt of the profestiaulenginemn -A.r ROOF meponvbi4Hbrthe da ix%.fthesingle Truss t,pideddnthe T00 only, under TP4l.The design assanpdma, bating mntligoM1e,dmaGfiry antl uyedthis Tiat forany BudEingisdm �lAr cccc BugGug's be responsbiury of Ne Owner,NeO.vrefs auparhed agents Na euiSrag Designer, in den rmteat of Ne IRC. Ne18C.bwlbuiting rate aM TP4t. Thaappmvald Ne ..�.�v resparsbiliryol Nepvner, the Qnels eugidrrziN a9entatle BuiW'ug Designer.n Na mimgd Ne IRC,tM iBC.loW gnWug rate aM TP41. T1xiapPmm1 flha TDDmdm,fietl Anthony. TDmbo III, P.E. y ¢seelimn.f Infannalion(MCI) pngslu0 be tla iNlitmWeenced Designer aMeanhagor. Mnoles setMNlhe TOD UM Me pracEces and 80083 #.Luca theTruss.LdW'vgampme,sfafaty aTPI ndSBCA s Tafanss m Oger,Tuss Design Engme�er and Manufa�, unhhot aftlw#eemrned by a Cmtrad egrect upm vmb by 0 patine involved. TM Tmai Design Eo inerr Is NOT the Bu� 4451 Lute aesignera TwssywmFiQeerday Imw'ag. Ae redmruea tame aimCdemd bTPpt. fgmgfitOIDte FIRMTussea-MCmrf T.Tmib Y4 PE flry rbnMdeiaEmnenlFary(mn,epd,msl wMon PavrSa, rem�'+e WAtRmlTuva-NNmrT.TmiEo el, P.E er Fort Pierce, FL 34946 3494 Job • Truss Truss Type .Qty Ply 111121211E 2734 T4190 B06 COMN 1 1 I ITV I is -1 - - - - =5%8 N1.5X4=4X6 =5X8 E F G H T 12 -4X6 T 6 m3X60 a 3X6 03X40 (a) (a) (e) J K33X4 [n EZ3X6IA7)B L Mfi(B1) I 1 s� U T S R O P V O N 11 W UI1.5%4 sa3X4=4X6 =4XB m4X6tA4X4 =4X6 1111.5X4 SEAT PLATE RED. SEAT PLATE RED. SEAT PLATE REG. 3TG'3 - - - 109'13 ).1 4T4' 11.1 Loading Criteria led) Wind Criteria Code / Misc Criteria DefUCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udell U# Gravity Non -Gravity TCOL: 10.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.121 T 999 360 Loc R+ / R- / Rh / Rw / U / RL B 1469 /- /- 11016 1293 1356 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.241 T 999 240 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.041 P - - V 2295 A /- 11417 1431 /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.082 P - - W 292 1-85 /- 1459 1184 /- Des Ld: 40.00 Mean Height: 15.00 it WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.905 B Brg Width = 7.6 Min Req = 1.7 Load Duration: 1.25 BCDL: 5.0 psf V Brg Width = 7.6 Min Req = 2.7 Spacing: 24.0 ° MWFRS Parallel Dist: h to 2h Max BC CSI: 0.943 W Brg Width = 7.6 Min Req = 1.5 C&C Dist a: 4.73 it Max Web CSI: 0.718 Bearings B, V. & L are a rigid surface. Loc. from endwall: not in 13.00 it Wgl: 9.0 25lbs Bearings B, V. & L require a seat plate. GCpi: 0.18 _ Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 G-H 1053 -1471 _ Top chord 2x4 SP #2 B - C 1300 -2480 H - 1 530 -604 Sot chord 2x4 SP#2 C-0. 1108-1888 I-J 738 -232 Webs 2x4 SP #3 - D-E 1134 -1841 J-K 648 -237 E-F 1053 -1471 K-L 456 -392 Bracing F- G 1052 -1470 L- M 27 0 (a) Continuous lateral restraint equally spaced on member. Maximum Sot Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use puffins B - U 2124 -985 Q - P 501 -68 to laterally brace chords as follows: U -T 2121 -9B7 P - O 505 -537 Chord Spacmg(In oc) Stan(ft) End(ft) T-S 1604 -610 O-N 300 -381 TC 24 15.00 32.33 S-R 1604 -610 N-L 309 -377 BC 75 0.15 47.19 Apply pudins to any chords above or below fillers R-Q 501 -68 at 24' OC unless shown otherwise above. Maximum Web Forces Per Ply (Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C U - C 281 0 H - P 645 -1033 member design. C-T 436 -597 P-1 1557 -743 Right bottom chord exposed to wind. E - T 540 -144 1-0 1040 -1934 E-R 152 -2T7 O-K 709 -568 Additional Notes - F - R 490 -558 K - N 394 -439 WARNING: Furnish a copy of this DWG to the R- H 13DO -714 installation contractor. Special care must be taken during handling, shipping and installation of trusses. See 'WARNING* note below. ^WARNING' Please foreuglYy review Me'MI ROOF TRUSSES(SELIER-). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER') ACKNOwLEDGMENI' frnM. '� ve*&sgnpaameWmaWmdwmw Ma Tmss Design Drredg(rDD)andfe Mfony T.T=Wtll.P.E Relerenm Steel oefae use. UNev ogawnse staled onfe TDD.oMy Plpi mnrremw plates stall be used for the TDD M W w1d. As a Trans Design Encynadigire. Sperdafty agmeer).Me wad on a" Me represanb an a�ptance Of Me gotessual engineeAl fs" A-t ROOF �Tn1155E5 resporezlmTyroetne desgnorgle single Trussdepicmdon Mo TDDony, under TP4l. The design aswmpeom. badug mtlitions, wiWaly andese of MS Truss fwalry scolding BuatlMg6MeresponsSttyoffe Owar,tbe Owarssutnoradagenlmfeaundlg Desgner.mmewnletlof Me IRC,MeIBC.bretbddhg WaaMTP t- Tile applvval of Me •�ao.�a Off&IRC, aMTPN.TMapprnvalmfeTDDaMessand facing dgn Anthony Tombo 111, P.E. %r uepof McTens.ineraingtMD.vnehauNu¢eaaednan admer,mfeanleat an conceder. alessemsnMe TDD off�ancedfr gSgner and contender. useoffe nGW'ug fon,crg,sterzge. hibernation arWD2 be me Designer ate Mepsof ate Truss #.Luca xbimoan WI -I of Me and SBAa TPIrnmef sferesps of Me Smeylandectons.,empubrsnere by TPIaM Sa CAaesdagred!u for general by Danign Engindutiesolfe esignlgngederent T. MonufacWrer, umessofervdw defineabya COnaamagreea upon in coding by all plNes invoNetl. Tie Tevu Design Engineer is NOT Me BugC Desgner,Truss DesignE 61 probes Designer. 4451 Blvd. gineeald carrion Designer or tons svamm Engineer menu bmlala. An mplaluad eamo alo as aerlaa In rPt-1. Lepyd9MO:Lte Mt amlTnueb-MNmY T. TanW In, P.E RepvlwM Ntivsammmlb anY ram. b pW Wledv+Nat Ne rrti0en petmbsbn raft PmlTrvsava-AnamyT. Tanto III, P E Fort Pierce, FL 34946 Pierce, FL Job Truss Truss Type City Ply 11/12/2018 2735 74190 B07 COMN 1 1 =6X6 m3X4 m4XG 111.5X4 a5X8 D E F G H a5X6 TT j c T 6p I 03X4C (a) (a) J33X4 (a) (a) =3X6(Bt)B A K=LX6(B7) 11 33 U T S R Q P O N M 111.5X4 =3X4 -4X6 a3X4 =4X10 ea06 II4X4(R) =4X6 ®1.SX4 SEAT PIATE REQ. BEAT PIATE REQ. SEAT PLATE REG. 37'0'3 - 1OW13 �1 4T4' Loading Criteria fibs() Wind Criteria Code / Misc Criteria Def11CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in Ice Udell L/# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Still: 2014 VERT(LL): 0.130 T 999 360 Lac R+ / R- / Rh I Rw / U / RL B 1452 /- /- /992 /606 /314 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CQ: 0.258 T 999 240 BCDL: 10.00 Risk Category: ll FT/RT:10(0y10(10) HORZ(LL): 0.044 O - - N 2372 /- P 11438 1907 /- EXP: C Kzb NA Plate Type(s): HORZ(TL): 0.088 0 - . V - 265 /-146 /- 1449 1196 /- Des Ld: 40.00 Mean Height: 15.00 ft WAVE Creep Factor. 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.643 B Brg Width = 7.6 Min Req = 1.7 Load Duration: 1.25 BCDL: 5.0 psf N Brg Width = 7.6 Min Req = 2.8 Spacing: 24.0 MWFRS Parallel Dist: h/2 to h Max BC CSI: 0.927 V Brg Width = 7.6 Min Req = 1.5 C&C Dist a: 4.73 ft - Max Web CSI: 0.826 Bearings B, N. & K are a rigid surface. Loc. from endwall: not in 13.00 It Wgt: 267.4 Ibs Bearings B, N, & K require a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Camp. Lumber A-B 270 G-H 898 -1262 Top chord 2x4 SP#2 B-C 1320-2481 H-1 271 -137 _ Bat chord 2x4 SP#2 C-D 1183 -1997 1-J 867 -318 Webs 2x4 SP #3 D - E 11-197 J - K 879 -400 Bracing E-F 898-1261 K-L 27 0 (a) Continuous lateral restraint equally spaced on F - G 898 -1261 member. Mazimum Bat Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use puriins B _ U 2133 -1020 Q - P 224 -67 to laterally brace chords as follows: U - T 2131 -1022 P - O 224 -67 Chord Spacing(in oc) Start(ft) End(ft) T-S 1713 -698. O-N 580 -651 TC 24 13.00 34.33 BC 75 0.15 47.19 S-R 1713 -731 N-M 316 -486 Apply pudins to any chords above or below fillers R - Q 1779 -731 M - K 316 -48 at 24" OC unless shown otherwise above. Maximum Web Forces_ Per Ply (Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C U - C 230 0 Q - H 1602 -878 member design. C - T 370 -479 H - O 812 -1375 Right bottom chord exposed to wind. D-T 451 -121 0-1 1646 -813 Additional Notes D-R 168 -139 I-N 1081 -2020 R-E 236 -Z7 N-J 716 -581 WARNING: Famish a copy of this DWG to the E - Q 397 -727 J - M 395 -435 installation contractor. Special care must be taken G- Q 3' -436 during handling, shipping and installatton of trusses. See °WARNING° note below. -WARNING- Please tthorouglay review Me'A-1 ROOF TRUSSES(5ELLER). GENERAL TERMS and CONDITIONS CUSTONHUZSWER') ACKNOWLEDGNII P War. Va* design parameterseM read notes on ros Truss Design Dsmss tg (mD)and gig AnNwry T. Torso III, P.E Reference Sheetbe(ore use. Unless oNervnse abtad on Ne TDD, anNAlpn I wnn phhsshagbeusedfaftMDto WnIW. As a Truss Design Eigineerug(to. Specialty Engineer), ere seal on any TOD represenerin aanplarce of the professional enyne q-g ROOF gty and e of Nh Truss Wang Building Mlle regainsibJiry farfg design of Me single Truss depicted th on e Too only, under TPM. The design assurn,tims, loading conditions. suitaNuse `� �TRT155OF BWdbg 6 me responsibility of the owner. Me Cvmefs aumwhed agent or Me BattlMco Sarong Designer. In e cannot sighs IRC. to (Be. WalbWdig code and TPl-1. Theawn,miofee a.m.a>aov code and! SsetoutnptheeM� *a Me casnandof Me Me. Me ISO and or Me xing Truss, vexla�'ma nethepraaicensyx�a Anthony T. Tombs Ill, P.E. Whiling sla2ge. imunlauun and boent u rU stalll bethemoscav'bllty of Me Building Designs Contrbuffdaiactor. ninccla Truss #80083 guidelines of Pe Building component Safety infoonabon(iSM) published by TPI am SBCA are referenced for geneol guidance. TPI-1 dayms Me responsibilities and Mattes of the Designer. Than Design Engineer and Truss Manufacmrey untessoNervnsa defined by a Contract agreed upon to writing by at parties invohreo. The Truss Design Engineer is NOT Me ballots 1 , 4451 St. Lucie Blvd. Designer ortmu snwm Engineer ofany building An al+talired temp areas darmoe InTPp1' Co,scNO 2018 A-1 Rmt Tuaees-AMwny T. TamWIII,P.E RePodutlly,dNsd=sent hanytwm,hpMWb]Mtlwt the wneen porn on of M1 PmlTussea-MNwyT. TamW III, P.E. Fort Pierce, FL 34946 Job Truss Truss Typo Dry 111122018 2860 74190 B08 COMN 1 [pill 254' 55X8 O =4X6 101.SX4 sa5X6 D E_.jX4 F G H 72 6 T — T r �3X40 (a) (a) 143X4 (a) ESX6(BA7) B 1 Jm K 6(B1) 3 S R D P O N =q M L 11 07.5X4 =3%4 =4X6 =3X4 =—SX70 =4%6 OI1.SX4 SEATPLATEREQ. SEAT PLATE RED. SEAT PLATE RED. 3TW3 - - 10-3.13-� - F,t 4T4' �•( Loading Criteria (psq Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in too Udell L/# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Std: 2014 VERT(LL): 0.143 P 999 360 Loc R+ / R-- / Rh / Rw / U / RL B 1408 /- 1- /950 1588 /271 SCLU 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.285 P 999 240 BCDL: 10.00 Risk Category: It FT/RT:10(OY10(10) HORZ(LL): 0.046 O - - M 2553 /- 1- /1518 1988 /- EXP: C Kzb NA Plate Type(s): HORZ(TL): 0.091 O - = T 194 /-275 A /429 1247 /- Des Ld: 40.00 Mean Height: 15.00 it WAVE Creep Factor, 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0,977 B Brg Width = 7.6 Min Req = 1.7 Load Duration: 1.25 BCDL: 5.0 psf M Brg Width = 7.6 Min Req = 3.0 Spacing: 24.0' MWFRS Parallel Dist: h2 to h Max BC CSI: 0.998 T Brg Width = 7.6 Min Req,= 1.5 C&C Dist a: 4.73 it Max Web CSI: 0.873 Bearings B, M, 8 J are a dgid surface. Loc. from endwall: not in 6.50 it Wgt: 243.fi Ibs Bearings B, M, 8 J require a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-e. 27 0 F-G 801 -1176 Top chord 2x4 SP #2 :T2 2x4 SP M-30: B - C 1289 -2392 G - H 802 -1176 Bot chord 2x4 SP #2 C - D 1196 -2053 H - I 1177 -528 Webs 2x4 SP #3 D-E 1234 -1990 I-J 833 -398 E-F 801 -1176 J-K 27 0 Bracing 1 (a) Continuous lateral restraint equally spaced on Maximum Bot Chard Forces Per Ply (Ibs) member. Chords Tens.Comp. Chords %Tens. Comp. Purlins B - S 2050 -1001 O - N 667 -752 In lieu of structural panels or rigid ceiling use pudins S - R 2057 -1003 N - M 667 -762 to laterally brace chords as follows: R - Q 1787 -757 M - L 396 -713 Chord Spacing(in oc) Start(ft) End(ft) Q-P 1787 -7,57 L-J 399 -710 TC 24 11.00 36.33 P-O 1988 -856 BC 75 0.15 47.19 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind Wind loads based on MWFRS with additional C&C S - C 157 0 G - O 495 -551 member design. C-R 286 -325 O-H 2292 -1252 D - R 417 -84 H - M 1232 -2125 Right bottom chord exposed to wind. D - P 243 -180 M -1 789 -610 P - E 246 -2 I - L 373 -455 Additional Notes E - O 548 -995 Negative reaction(s) of -275# MAX. from a non -wind _ load case requires uplift connection. See Maximum Reactions. WARNING: Fumish a Copy of this DWG to the installation contractor. Special pre must be taken during handling, shipping and installation of trusses. - See •WARNING' note below. -WARNING- Please thoroughly ravine, the'A-1 ROOF TRUSSES PSELLEW), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGMENT form. -4 -M Velgy deep paremebrs and read notes on this Truss Design Draxvg(mD) and Me Anthony T. Tdnba Ill. P.EReMmnw SWetWbmu .UntemoNomiaestatedan Oe TDD,ordYAlPin mmledar pbtea stleg De used fwthe TpO bEa vagd. Asa Truss Design Etgineervp im.specary Engineer), the seal an any Too represents an acceptance olthe professional engineedn A-1 WOF aTRu5eTl3 respwysLyliry brthe design oltheangte Trussdeplcted on eye Too only, under TPl-1.The design assumptions, leading auditions, sMaNUyseduseafthb Truss Warty Bugding*the augGlg sure rssporrstitiry Pl the Owner, the Ovmeh euthor¢ed agentm the Bugdug Designa,Nthe codetl of the lRC. the IBC, local Nylding mde and TPL1. Theappreral Prtha .nmm.wov zed haavuyg�s�naoDEeiaspmsiEol Na eudRdug 01DasgnetaM ksPset the Anthony T. Tombo ill, P.E. ,�¢e o�INe inasthlam�WLgMM'mg,�storage vm¢Smllaum Conhee� wlNNe TOD and przc4ms arW Truss #60DB3 guidelines olelesutli,g eomponentsarery idormaene(BSCII PUtASIgO MTPIaM SBCAare rebren¢tlforgeneml guider®. 1D1-t defirea therespm4Dgitiesaetl du4es olden Deal Truss Design ENneur and Truss Manuramrn.uNses oNemias derued%a centred agreed upon In vei4ng Meg Parl uiMvee. The Truss Design E�neers, NOT me Bu' 4451 St. Lude Blvd. cat ovTie MSTdanY bold F Pig aaWNrded tam6 areda deruvdmTPF1, MNmy i. Twnln N. P£ PepMutThn W Ma dm�nlhm/Mm, ePdyyTWd Wlnamewr0a, aNmSv,NA-1 FmfTry¢aea-MIvry T. Tanbr III, P£ Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply 1111MU16 2737 7.4190 B09 I HIPM 1 1 Loading Criteria (ps0 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' Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 14 SEAT PLATE RED. F 1'-� Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: It EXP: C Kzt: NA Mean Height 15.00 R TCDL- 5.0 pelf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 R Loc. from endwall: not in 9.00 R GCpi: 0.18 Wind Duration: 1.60 Puffins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(R) End(R) TC 24 9.00 15.27 BC 100 0.15 15.27 Apply purling 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 exposed to wind pressure. Deflection meets LI360. 111.5x4 SEAT PIATE RECI. Code I Misc Criteria DetIICSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udell L/# Gravity Non -Gravity - TPI Std: 2014 VERT(LL): 0.019 C 999 360 Lee R+ / R- / Rh / Rw ! U / RL Rep Factors Used: Yes VERT(CL): 0.038 C 999 240 B 679 /- !- /486 1274 /314 FTIRT:10(Oy10(10) HORZ(LL): 0.008 F - - H 602 /- !- /381 /258 /- Plate Type(s): HORZ(TL): 0.015 F - - Wind reactions based on MWFRS WAVE Creep Factor: 2.0 B Brg Width = 7.6 Min Req = 1.5 Max TC CSI: 0.736 H Brg Width = 6.9 Min Req = 1.5 Bearings B & H are a rigid surface. Max BC CSI: 0.981 Bearings B & H require a seat plate. Max Web CSI: 0.789 Maximum Top Chord Forces Per Ply (Ibs) Wgt: 81.21bs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.00.1016.21 A-B 27 0 C-D 380 -629 B - C 535 -929 D - E 159 -146 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 783 -773 G - F 499 -471 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - G 344 -323 D - F 460 -621 D-G 417 -67 E-F 197 -188 —WARNING— Please thoroughly review Me'A-1 ROOF TRUSSES ( -SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER(•BUYER") ACKNOWLEDGMENT' form. Veriy design paramelsn antl read nouns on this Tress Design Crewing (TDD) end Me Antlwny T. Tombo III, P.E. Reference Shestlrefore use. Unless otherwise stated on the Too, ony Arpin mnreprphtessMflbeusedfor Me TDDtobavalid. As a Truss Design Engineering(i.e.Specialty Enginaar).Mesea!on any Too represents an aaepuase, of the professional engino sn Nq-r ROOF respm,sidury for the design ofthe single Truss depicted on the Too only, under TPI-t.nodesgn assumptions, loading mndidone. sudabiliy and use oftais Tmse W any Binding is Me .1fRMS301i Bugding OemsironsWiyof Ne Owner. eD rsauN dagentw Ne Binding Designer,inihecmM1sato(NeiRC,N IBC.bmlbuadingmdeend TPL1. Theeppmwalof Ne ••uow++e responsDrliryof Ue D,vner, the PmefsauNor'Ired agent or Ne BuiW'ug Designer. in lbe mntector NalRC. tla IBC,Ipal bu�tlmg rode and TPN. The eppmval of Ne TOD aM arry fiep Anthony T. Tombo Ill, P.E. use of the Truss. intlud'vg landGng, slorege,'vag0atanand bmdrg atiaO Ee the responvDi4ry o/fM BuWug DesignerarM Conaatlor. All roles utautlo Ne TOD aM Ne prx4ces and guideger.oflbe Building Component safety lNomation(BSlesso0SRMby TPlartly a CAarerefgeed.,on In varal guidance. es in defines rice rest Desl Engineer allies of the Tress #BODB3 Desigrar. Truss Design Eng'mmreM Truss ManulaCwer, unless odamise defuredbya Dormaa agreed uponNwrNrg by all names involved. The Truss Design Ergitleer is NOT the BuilC a 4451 St. Lucie Blvd. Desimreror Toss Slem.Eginee.manr anmlog. Ar repirar ea mono areaadarmadmTPu. „pe Fort Pierce, FL 34946 Job Truss Truss Type Oty Ply 11/1212018 2801 74190 B10 I HIPM 1 1 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 I i r 3531, 1B7#` 167#p-9 -4-Y0'8ta 7__I _Z 1e 3'�II ea4� .TRATEREa. SEAT RATE REQ. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height: 15.00 It TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 R GCpi: 0.18 Wind Duration: 1.60 Lumber Tap chord 2x4 SP #2 Bet chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 60 plf at -1.00 to 60 plf at 7.00 TC: From 30 plf at 7.00 to 30 plf at 15.27 BC: From 20 pit at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 15.27 TC: 253lb Cone. Load at 7.03 TC: 187lb Cone. Load at 9.06,11.06,13.06.15.06 BC: 501 Ib Conc. Load at 7.03 BC: 1301b Conc. Load at 9.06,11.06,13.06,15.06 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.00 15.27 BC 103 0.15 15.27 Apply purling to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Right end verfical not exposed to wind pressure. 163.1 5010 1304 1� 1J0 1300 Code / Misc Criteria De0/CSI Criteria A Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc L/de0 L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.045 G 999 360 Loc R+ / R- / Rh . / Rw / U / RL B 1269 /- /- /- 1592 /- Rep Factors Used: Vanes b L): 0.089 G 999 240 FT/RT:10(0)/10(10) HORZ(LL): 0.015 F - - H 1705 /- /- !- 1808 /- Plate Type(s): HORZ(TL): 0.029 F - - Wind reactions based on MWFRS WAVE Creep Factor: 2.0 B Brig Width = 7.6 Min Req = 1.5 Max TCCSI: 0.678 H Big Width =6.9 Min Req=1.5 Max BC CSI: 0.974 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Max Web CSI: 0.954 Maximum Top Chord Forces Per Ply (Ibs) Wgt: 77.01bs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.00.1016.21 A-B 27 -20 C-D 798 -1839 B-C 969-2127 D-E 3 -24 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 13-G 1812 -805 G-F 1267 -675 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C- G 327 0 D- F 897 -1659 G - D 788 -169 E - F 249 -289 -WARNING- Please thoroughly review Me'A-t ROOF TRUSSES('SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER (BUYER') ACNNOMEDGMENP form. Verily design immersion and read notes on this TmsS Design Drunung (TOD) and Me AnMony T. Tombo 113. P.E. Reference sheet before use. UNass otnervose staled on Me TDD, ony Alpin sha0 be used far Me Too bbe valid. Asa Truss Design EngmeerFg(i.e. Ssaxily Segment), Me seal on any Too mpmsenh an acceptance a Me professional enginecon A-1 RnDF connector plates Me TOD TPl-1. The design assumpllona, loading conditions, sudabiliy and use of Mis Trusts for any Building is the ®TRUSSES respow'biliyror Me design of Me single Trues deplored on are, under Buddug uMafaponsSier. Me Owsau, Oxne Oe Building Devnn Mecenm,dof IBC, locelbuddingmde entl TPl-1. The approval of Me ..m�.1v C,IMIthe entw Uhedagenlw Of Me IBC treat and TP4l.TentImva OwrelsauMmvN abonan Mesu Designer, in Msbuty Anthony. TOmbO III, P.E. y atonMelRe. contracetle santl Me TfOe.hxludug haM broom,bs be MeraponsibirM1y atone Canhacb Dandth.pro omand use Me TrofNeO.Mgmin 0083 #. Vs li Bwltiag CemponentaarerylMomadon(eaCl)pum, IryTPl nufDes'gmlV l dotes MemsnMe MOD doWsd guide ent fetyiusNde (OS OU NOMeeBui aafiresmerespoDeig .ortha bSBCAamfeagre urorne tgbyaUe.Th Engirt Oaimwl, Tmss Desgn Ergineerantl Tmss Marruh,ana,rWess omerwoe riot Mbya Coneariagreetl upon in wnEng by au paths mMVN. 1Te Truza Oeslgn Erynee+o NOT Me Build Lucie 4451 St. LUtie Blvd. oayr,aror„nRa sysawwm Ergthaar prime rmm�. Ar p.ptarvaa maser tlthTPI-1 ... _ _, .... �,a .,,�. mwhmeewd�4maw,mm awrre::immA-1 RwrTr�n-Awmvr.raam lu. P.E Fort Pierce FL 34946 . Job Truss Truss Type Oty Ply 111122018 2855 74190 B11 I HIPM 1 1 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" Lumber Top chord 2x4 SP #2 Bat chord 2x4 SP #2 Webs 2x4 SP #3 1'T10 --� bz3X3 12 6 � a1.5X4C _ a2X4(A1) B A N3%fi p SEAT PLATE RED. Wind Criteria Wind Stoll: ASCE 7-'10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to IT C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.00 10.64 BC 43 0.15 10.64 Apply purlins to any chords above or below fillers at 24" OC unless shown ctherwise above. Hangers 1 Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets U360. Left bottom chord exposed to wind. Code / Mise Criteria Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE 1OT10 i DeflICSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.014 G 999 360 VERT(CL): 0.013 G 999 240 HORZ(LL): 0.010 G - - HORZ(iL): 0.013 G - - Creep Factor. 2.0 Max TC CSI: 0.324 Max BC CSI: 0.967 Max Web CSI: 0.969 Wgt: 64.4 Ibs VIEW Ver: 18.02.00.1016.21 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh ! Rw / U / RL B 495 /- /- /509 1215 1314 F 416 /- !- 1456 1188 /- Wind reactions based on MWFRS B Big Width = 7.6 Min Req = 1.5 F Big Width= - Min Req=- Beaming B is a rigid surface. Bearing B requires a seal plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 C-D 392 -Z37 B - C 604 -545 D - E 395 -174 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 493 -503 G - F 159 -146 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - G 399 -330 G - E 748 -853 D-G 338 -123 E-F 852 -715 -WARMING- Please thoroughly reviewMe'XI ROOF TRUSSESCSELLER'7, GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER') ACKNOWLEOGMEM"folm. A Venly design Parumeters and read notes on thus Truss Design D2wing(mD) and the Anthony T. Tanbo in, P.E. Reference about before use. Unless otherwise slated on the MD. only Net wmedorpPWss Hbeusdforthe TDDWbevdid. Asa True Design Enginerkq(Le.SPe ityEngmeer).Ooualonany TDDmpresen%anattpl of Nepmfessbmiengineetul �MA-IROOF respmsititity for the ensign of Pe single Truss depicted on Pe Too aYy, under TPM. The design assumah padts. leading condits, suitability and use of Pis Truss for arty Bunting is the STRUSSE5 Buldrg in Pe responsibibty d Pa Owns, Me Owners authorized.gent or Pe RWdrg DesigneePthe Contetld Pe lRC, theIBC, btal buJtling rode eM TPI-1. Theappmrelof Pa •.00�a mspa ityofPe Owneeto Ownersadhoraedagentorao BuiWmg Desgner.mMe.nW4.fth.IRC,to IBC,loral WgE'ugwtleaM 1-1. Theapprorelof Me TeDand.MfiaW Anthony. Torl Ill, P.E. use of the Truss,IMWrig hantlrug,storage, PsWaam antl bmc'vg shaA be the responsiblydthe BuiW'ug DesgneraM Contrxta. Mrotessetoutin Pe TODardthepeacs.and y 80083 Uues,nar. Trusts Design Erlgmn hoard Tams Marrnufam t. indeed odindessss darranldbby a a Da,o-aa agreealwon in mmtg by pardesruenkee. The TnmsDedign Ergnoars NOT Me sister #.Luca Designer orTruss system Er,hoe" f aM tuddgy M repter ed tans ere se domed isTPI-1. 4451 SL Lurie Blvd. ('m*bNOX1180.1flul Tnssea-NNmvT. TanEo IO. P.E Retto]efu,M,eium atanyfivm.bpMOXedwRnM1Te wMma�ofA-I RmlTxuea-M T. TanM 111. P.E. Fort Pierce. FL 34946 Job Truss Truss Type Oty I Ply 11/12/2018 - 2802 T4190 1 B12 I HIPM 1 1 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' Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 it sEPTRA oaod. F 1,-1 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 It TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist:0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25) TC: From 60 plf at -1.00 to 60 pit at 7.00 TC: From 30 pit at 7.00 to 30 pit at 10.64 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 10.64 TC: 253 Ib Conc. Load at 7.03 TC: 187 lb Conc. Load at 9.06 BC: 501 lb Conc. Load at 7.03 BC: 130 Ib Conc. Load at 9.06- Pudins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.00 10.64 BC 75 0.15 10.64 Apply pudins 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. Left bottom chord exposed to wind. Code / Misc Criteria Code: FBC 2017 RES TPI Sld: 2014 Rep Factors Used: Varies FT/RT:10(OU10(10) Plate Type(s): WAVE 1 -- ° ,sef wig Defl/CSI Criteria PP Deflection in toe L/defl L/# VERT(LL): -0.021 C 999 360 alitkORtQ: 0.028 C 999 240 HORZ(LL):-0.007 E - - HORZ(TL): 0.010 F - - Creep Factor. 2.0 Max TC CSI: 0'531 Max BC CSI: 0.715 Max Web CSI: 0.470 Wgt 54.6 lbs VIEW Ver: 18.02.00.1016.21 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 776 /- /- /- /480 /- E 1060 /- /- /- 7783 /- Wind reactions based on MWFRS B Big Width = 7.6 Min Req = 1.5 E Brg Width =- Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Tap Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 27 -20 C - D 589 -837 B-C 743 -1043 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-F 853 -604 F-E 5 -5 Maximum Web Forces Per Ply (Ibs_) Webs Tens.Comp. Webs Tens. Comp. C-F 195 -215 D-E 740 -1023 F - D 1233 -865 "WARNING' Please Nomu,hly review Me -A-1 ROOF TRUSSES(•SELLER•), GENERAL TERMS and CONDITIONS CUSTOMER(•BUYER") ACMOMEDGMETIT" roam. -4 Verify design pamoesmand mad notes on Nis Truss Design Drowns (TDD)omJNe AMboay T.Tome, Ill. P.E. Refemna sleet before usa. Unless omerwise styled on Ne TpD, ody Alpin shag be used for Ne TDO Nbe raltl. As a Truss Design Engineaningne. Specialty ragNeen, No seal an any Too represents an amapranca of Me professioeal englm.ng A-1R I F �i2imusnes �nnednr platys lesponsiul"r Na desgn of Ne single Tmse dapped on Me TOO only, under TPLl. The design assumMom, badog candake, suitability and use of dus Tmss Mr any Budding is tye BuddugoNe rcsponsAgRy of Ne Owner. Ne Qvne(s autbonzed agenlor Na Buddig Designer.Ntl'm anfetl of Ne IRC. Ne IBC.loal beld"ug mile arb TPl-1. Tbeappmvalof Na .am�wna �ponsbigy of Ne Owner, Ibe Qma(sauNaved agenly Ne Bdd'mg Dedgner,NNamnNd of NelRC. tle IBC, loaf building code and TPN. TIn aDPmrdl of NelDD aM any field Anthony Tombo 111, P.E. %r use of ea Truss. agol handling. slorege. insfallaldn and brzrxg area be Me rexntuary aftle Baddug begiVar and Coatmctor. M roles set out in Me MD and Me p2dias and #.Luca DDeesigner, TrussfMeDesign Enigmas aMentT. MananNa�, unless ohmcie deNad W a Coneadagmed upon N vniWgg b/afl Fames Fnvdved. The Tness DDealM Engineers NOT Ne Su111i 4451 St. Lucie Blvd. oavg,w,^nTruv,seem Engmeeeanr brag. ampoarcdlmaaareea Fml-1 _ _ nem sn a bYeEwPone tlwwrivm mm¢'v,arM PcafTnrsin-AnamYT. Tanta lq P.E Fort Pierce, FL 34946 fob Truss Truss Type Dty Ply 11/12/2018 2863 74190 B13 I MONO 1 1 Loading Criteria (ps0 TCLL: 20.00 TCDL: 10.00 SCLL: 0.00 BCDL 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 Lumber Top chord Zx4 SP #2 Bot chord 2x4 SP 92 Webs 2x4 SP N3 0 r SEAT PLATE REQ. SEAT,FLATE REQ. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height 15.00 It TCDL: 5.0 pat BCDL: 5.0 psf MWFRS Parallel Dist: IT to 2h C&C Dist a: 3.00 fit Loc. from endwsll: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Pudins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) 8C 120 0.15 10.57 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left bottom chord exposed to wind. ••WARNING" Please lbomugNy review fbe'A-1 ROOF TRUSSES Veydesign pamandars and read rates on N'¢ Tmss Design Drawbg (Tot tlnr oldies shall be used for Me MD In be valid. As a Train Design E 10'6"14 11 Code / Misc Criteria Deb/CSI. Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udeft U# Gravity Non -Gravity TPI SIC: 2014 VERT(LL): 0.007 E 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.009 E 999 240 A 429 /- /- /466 1151 1206 FTIRT:10(Oy10(10) HORZ(LL): 0.005 E - - F 417 /- A /471 /174 1- Plate Type(s): HORZ(TL): 0.007 E - - Wind reactions based on MWFRS WAVE Creep Factor. 2.0 A Brg Width = 7.6 Min Req = 1.5 Max TCCSI: 0.443 F Brg Width =6.9 Min Req=1.5 Bearings A & F are a dgid surface. Max BC CSI: 0.584 Bearings A & F require a seat plate. Max Web CSI: 0.316 Maximum Top Chord Forces Per Ply (Ibs) Wgt: 53.21bs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 18.02.00.1016.21 A-e 502 -528 B-C 40 -110 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 479 -621 E-D 471 -613 Maximum Web Forces Per Ply (Ibs) - Webs Tens.Comp. Webs Tens. Comp. E - B 421 -460 C - D 163 -89 B-D 761 -586 GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGMENT" foim. wrn'T.Tombelll. P.ERefemnw$s tEe mum.UnWe oNenv ..aledon N¢TDD,anly All SceGaN EMN¢¢r1. 1110 Sedl on dnV TDD 2Ne3enL3 an afG¢ylalltOOltlle pfM¢SSgnd ¢IIBN¢¢n a Conbad Me � //�A-I ROOF TnM55E5 Anthony T•Tombo III, P.E. # 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type Oty Ply 11/12/2018 2922 74190 ' I C01 SPEC 1 2 Loading Criteria (lest) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Load Duration: 1.25 Spacing: 24.0' T f-' 1 I se• 4 1160#-r-r-�z-' 1161y-1-z-d-z-0 12020 t}±BB 116atl ItEOC 11EOA 11606 116W 1160Y 11EOtl 1303p 12U3Y Wind Criteria Code / Misc Criteria Wind Std: ASCE 7-10 Code: FBC 2017 RES Speed: 160 mph TPI Sid: 2014 Enclosure: Closed Rep Factors Used: No Risk Category: 11 FURTAO(Ou10(10) EXP: C Kzt: NA Plate Type(s): Mean Height: 15.00 It WAVE, HS TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist:0 to h/2 CBC Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 :T1 2x4 SP M-30: Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 :W5 2x4 SP #2: :W9 2x4 SP M-30: :W10 2x8 SP 24001-1.13E: Nailnote Nail Schedule:0.131"x3', min. nails Top Chord: 1 Row @12.00' o.c. Bat Chord: 2 Rows @ 6,00" o.c. (Each Raw) Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 112" bolts may be used for (2) 0.131'x3', min. nails on The Bottom Chord Only. Special Loads -(Lumber Dur.Fac. 1.25I Plate Dur.Fac. 1.25) TC: From 60 pIf at -1.00 to 60 pit at 5.67 TC: From 30 pIf at 5.67 to 30 plf at 12.50 TC: From 60 pIf at 12.50 to 60 pIf at 24.36 BC: From 20 pIf at 0.00 to 20 pit at 5.67 BC: From 10 pIf at 5.67 to 10 pIf at 24.36 BC: 2338 lb Conc. Load at 5.67 BC: 1160 lb Conc. Load at 7.67. 9.67.11.67,13.67 15.67,17.67.19.67 BC: 1202 Ili Conc. Load at 21.67,23.67 Hangers I Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. DeflICSI Criteria PP Deflection in too Udell U# VERT(LL): 0.171 N 999 360 VERT(CL): 0.338 N 859 240 HORZ(LL): 0.044 C - - HORZ(TL): 0.087 C - - Creep Factor. 2.0 Max TC CSI: 0.579 Max BC CSI: 0.855 Max Web CSI: 0.982 Wgt 351.4 lbs VIEW Ver: 18.02.00.1016.21 Puffins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(fit) End(ft) TC 24 16.62 24.36 BC 120 0.15 24.36 Apply puffins to any chords above or below fillers at 24' OC unless shown otherwise above. ♦ Maximum Reactions (Ibs) Gravity Nan -Gravity Loc R+ / R- / Rh l Rw / U / RL B 6401 1- I- /- 12477 /- 1 8078 /- I- I- /2839 !- Wind reactions based on MWFRS B Big Width =7.6 Min Fact =2.7 1 Brg Width = - Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chards Tens. Comp. A-B 13 -10 E-F 1666 -4293 B-C 2459-6400 F-G 1164 -3197 C-D 2123-5439 G-H 1164 -3197, D - E 1653 -4276 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-0 5675-2170 L-K 48M -1803 O-N 5646 -2161 K-J 4899 -1812 N- M 4770 -1856 J- 1 0 0 M - L 4863 -1803 - Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp O-C 1084 -330 F-K 1027 -Z71 C-N 367-1070 F-J 9B5 -2588 N - D 1801 -713 J - H 4655 -1696 D-M 650-1617 G-J 96 -132 E - M 3682 -1381 H -1 1269 -3437 M - F .469 -1491 -WARNING- Please Moau,M, review Me"A4 ROOF TRUSSES("SEUER"). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER-) ACKNOWLEDGMENP form. Verydesignpa2meters and food noteson Mis Truss Design Dewing(rDD)and MeA yT.Tmdo In. P.E.Retanm Sheetbeforeuse.UnlessoMe�isestaredon Ma TOD. only Alpi mnmcmr plates shag tie used for Me TDDbbe valid Asa Truss Design Engineering (i.e. Speualty Engineer), Me seal on any TDD represent an acmptanm WMe professional engineered 6A-1murderRdr responsieitity for Me desk, of Me singe T.depieded on Me TDD only. under TPI-1.The design assumptions, baling mndners. swtWrty and van of Mt Truss for my Binding is Me ®TRUSSES Buglingt Me respmsibiGty of Me ownen Me Petals eugMzed ageMm Me Bolding Designer,reed¢[Doted of Me IRC, NeIBC.bml butlding redo end TPM. Theappmvalof Me respms'bMty of thePaner, Me PnvlsanMa¢ed agent of On BUWug Designer. in Me rented of McIRC. Me IBC, Ioml Wdding rode a,M TIN-1. The apannal of Me TDD and any fied Anthony TOmbO III, P.E. use f theTmss. t�edlg heedg. hinstorage. 'i ge.aolMeon and mach, shag be Me samnstSty of the Buddhg Designer a animas. Nl rotes set net InMe Too and Me paedicm and%r guidelines of" Studies Component safety lnformatim(MCI)mbrslad bYr,I and MCI, are afeanmd lorgenm'idg numon. TPpl defines Me resprnsibdiees and duties aftla buss #80083 Designer. Truss Design ErgMeer and Tuts Manufacturer. urdess othelarim derives! by a amended agreed upm M wdtig by on pvees inwlved. The Trim Design Engineer is NOT Me Saudi 4451 St. Lurie Blvd. Desgan,orTea Sysbm Engrregafanyeinaaw. Ab moron edmeta maasdemimmTPpv nol Fort Pierce. FL 34946 Jab. Truss Truss Type Qty Ply 11112/2018 2740 74190 CO2 SPEC 4 1 F- 12'W - 117.6 Da4X4 TII 2 e �;;- C EiL5X4 A1.SX6 33 FS3X4(EB) 1 G 3Xa(E3) a3 Ad(A1) B 1 J H SEAT PIATE R H Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt NA Des Ld: 40.00 Mean Height 15.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. firm endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Bol chord 2X4 SP #2 Webs 2x4 SP #3 :Rt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 114 0.15 24.11 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Hangers I 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 CSC member design. =3X4 se =3X4 24'1-B Code / Misc Criteria Deb/CSI Criteria Code: FBC 2017 RES PP Deflection in roc Udefl U# TPI Sid: 2014 VERT(LL): 0.062 J 999 360 Rep Factors Used: Yes VERT(CL): 0.120 J 999 240 FT/RT:10(0y10(10) HORZ(LL): 0.028 F - - Plate Type(s): HORZ(TL): 0.059 F - - WAVE Creep Factor.. 2.0 Max TC CSI: 0.392 Max BC CSI: 0.992 Max Web CSI: 0.266 Wgt 116.2 lbs VIEW Ver. 18.02.00AO16.21 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- I Rh / Rw / U / RL B 1032 /- /- /655 1176 1256 G 957 /- /- /562 1155 /- Wind reactions based on MWFRS B Bag Width =7.6 Min Req=1.5 G Brg Width=- Min Req= - Bearing B is a rigid surface. Bearing B requires a seat plate. - Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 D- E 792 -1342 B - C 794 -1609 E - F 788 -1483 C-D 791 -1413 F-G 798 -1574 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Camp. Chords Tens. Comp. B-J 1365 -633 I-H 913 -320 J-1 913 -320 H-G 1252 -588 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-J 346 -327 D-H 419 -198 J - D 521 -239 H - E 303 -243 -WARNING- Please thoroughly review Me'A-1 ROOF TRUSSES('SEU-EW). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER-)ACKNOWLEDGMF form. Verily design parameters and react notes on this, Tmss Design Drawing (TDD) and the Mthwy T. Tambo III. P.E. Reference Sheet before use. Unless otherwise stated on the MD, c' Arpin issues lW. nnector isss shall be used Iw the TDD to W vaM a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional angineeM—A-1 RDOR responsLilWinthe design ifthesing]. Truss depiclMontM TDDonl underWl-1.Thededgn assure,Lions, loading conditions, suha01nyaM useofthis Truss luxury, Building tithe"Am Tr(ussEs BuddingbNe responaibJiy of Ne Owner the Owrreta euthor¢ed egentwthe augGy Designor,mthapMletl al Ne lRC, the IBC.Iwal Dugtling mtleaM TPI-1. Theapprovalofthe ..®�•v respons]tilitycfthe Owner.Ne DwnersauNwrsed wtwthe BWdig Des]gner,hOomneAoltheiRC,Ne IBC,IwalbuiKMu eaMTP1-1. Theappmvaloflhe TDDandarryfield Anthony. Tombo 111, P.E. y use off Truss.urduding haMlmg. storage, undershirt aid brecig shad be the MWOMN 011the Biuhh, Designer and contractor. All role55etaNN Ne TDD aM Ne paCiesard lten information - #80063 Designer.Tuidelines nasDesgnErg ourraMxisent Truss Manufasouer. uNeuwoNemisetallusedl rh Mbya CmtraCagreed upon s urnntlrg tryst partles'mMveE. TheTrvssDesgn Engineris Norse Bu' St. Lucie Ding..xTnr..s'AmmEgmeero(arybuilding. AllapirarimElemearessnfiredin TPl-1. CopyngNOa118 MIRwITwsea-NWcay T. TomMN.PEPRCMtAMIXdtlaEsvmaM1vr vryfmM1bPWItMwMraeduxrOm RrmetvrofAl Rvt Truvvf-MdaryT. TgnM ItI. P.E 3494 Fort Pierce. FL 34946 Fort Jab Truss Truss Type Oty I Ply .j.11/12(.018 2741 74190 CO3 I COMN- 1 1 —12'6' 1 SEATPWTERED. =3x4 aax4 =.L19 SEAT PLATE RED. pi -I H Loading Criteria (psq Wind Criteria Code! Misc Criteria DegICSI Criteria ♦ Maximum Reactions (Ibs) . TCLL: 20.00 Wind Sid: ASCE 7-10 Code:FBC 2017 RES PP Deflection in Ice Udell L/# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.067 J 999 360 Lee R+ ! R- / Rh / Rw / U / RL SCLL 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.131 J 999 240 B 1060 /- /- /668 /435 1279 BCDL: 10.00 Risk Category: II FT/RT:10(Oy10(10) HORZ(LL): 0.026 H - - K 1060 A I- /668 /435 /- EXP: C Kzh NA Plate Type(s): HORZ(TL): 0.052 H - - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height: 15.00 ft WAVE Creep Factor. 2.0 B Big Width = 7.6 Min Req = 1.5 NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.405 K Big Width = 7.6 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Bearings B & F are a rigid surface. Spacing: 24.0' MWFRS Parallel Dist: h/2 to h Max BC CSI: 0.991 Bearings B & F require a seat plate. C&C Dist a: 3.00 ft Max Web CSI: 0.270 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: net in 9.00 ft Wgt: 114.81bs Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 VIEW Ver. 18.02.00.1016.21 A-B 27 0 D-E 821 -1472 B-C 821 -1668 E-F 822 -1668 Lumber - C- D 820 -1472 F- G 27 0 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Maximum Chord Forces Per Ply Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens.Comp. Purlins B-J 1418 -572 I-H 965 -281 In lieu of structural panels or rigid ceiling use puriins J -1 965 -281 H - F 1417 -596 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 90 0.15 24.85 . t Maximum Web Forces Per Ply (Ibs) Apply putting to any chords above or below fillers Webs Tens.Comp. Webs Tens. Camp. at 24' OC unless shown otherwise above. C-J 347 -328 D-H 518 -243 Wind J-D 518 -243 H-E 347 -328 Wind loads based on MWFRS with additional C&C member design. —WARNING" Please thoroughly review Me 'AA ROOF TRUSSES(°SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER') ACKNOWLECGMENT' fmm. Verify design paremeteni and read sense on this Tmss Design Dining (00) and Ne AmAolry T. Tom x, III, P.E. Reference Street before use. Unless othervnse elated on die MD. only No m =pbtasabalbeussdfwme TDDbbavalid. As a Truss Design Engineering i.e- Specialty Elgbeef), No seal on any Too represents an asseptance of the voleadonal engineenn A-r RDGF responsbuy fords design ofthe single Truss deplenno an Jae Too only. under TPpt. Us design asurap6Dns,usual sadigons, suilaairty and use Dl0da Truss for my Budding is the aTRLr55E5 Budd'ug lSthofeens IBC,loral mdaaM TPI-1. TheaDpnrvai of the vgemnteAdMe the Ownar, the OwrefsatwM .�m.��a Bagentsggner, RC.b IRC.l I.Na Wua responsibtity of the Owner, die Qmeh euNor¢ed agentatle BuiM'vgDeigner,bNa mote#mthelRC. gm IBC,bul Wdtlilg code aM TPpt. The approval olWT00 aM alry fieb er. Anthon T. Tombo ill, P.E. Y useofma Truss, bdWdg taMWg.sth29e.i 4aAe4m eM E2titg sbap be lM1a rasWnSDiGty of the BUNug Designer ens Lonbapor. An rrotes utwtln the TDD aM Me practises and lNarma4on(Ii5nI WbrrsKEby TPl and SBCAate Meie�Ekrgere2lguidance. TPI-t�Nces Perespanesigi gwdeex.Trsd Bu,En 80083 #.Luca Edin.uisNOTeeBad ErgmseraM Tr�Manufachapiumevpes.adefned by a Cmeatl agreedupon'urwriEng try all paNes mvdvN. ThaTrusa Design Erg'uleer is NOT Na Bader Desgrer,T tt giene.niT. 44t Blvd. Snue GN,�,a 1... e�:E^am,e:plTanv bead Ago Pp mna Saar a�—a ., _ _ . _ n,. ��w ,,,. _wmrinm..ewaasionmrt roof ra„ze- Anthony r.rawalg.PF. Pier FL Fort Pierce. FL 34946 Job Truss Truss Type Cry Ply 11/122018 2742 74190 C04 HIPS 1 1 11' 3' =4X4 M3x4=4x4 �3xa SEAT PLATE RED. SEAT RATE RED- Loading Criteria (psf) Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl Uf! Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Std: 2014 VERT(LL): 0.054 K 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.105 K 999 240 B 1060 /- /- /675 /437 1250 BCDU 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.019 1 - - L 1060 /- /- /675 /437 /- EXP: C Kzt NA Plate Type(s): HORZ(TL): 0.037 1 - - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height: 15.00 R WAVE Creep Factor: 2 B 8 Width = 7.6 Min Reg = 1.5 L: NCBCLL: 10.00 TCD5.0 psf Max TC CSI: 0nJ .427 L erg = 7.6 Min Reg = 1.5 rg Width Load Duration: 1.25 BCOL: 5.0 psf Max BC CSI: 0.949 B & G are a rigid surface. Spacing: 24.0' MWFRS Parallel Dist: h2 to h Bearings B & G require a seat plate. C&C Dist a: 3.00 it Max Web CSI: 0.276 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it Wgt: 121.8 Ibs Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Wind Duration: 1.60 VIEW Ver: 18,02.00.1016.21 A-B 27 0 E-F 738 -1296 B-C . 915-1652 F-G 915 -1651 Lumber C-D 741 -1301 G-H 27 0 Top chord 2x4 SP #2 D - E 741 -1097 Bot chord 2x4 SP 24001-2.0E Webs 2x4 SP #3 Maximum Bot Chord Farces Per Ply (Ibs) Purling Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use pudins B - K 1414 -670 J -1 1094 -355 to laterally brace chords as follows: K -J 1094 -355 I - G 1413 -694 Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 14.00 BC 120 0.15 24.85 Maximum Web Forces Per Ply (Ibs) Apply purling to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24" OC unless shown otherwise above. C - K 365 -367 I - E 354 -132 Wind D-K 347 -104 I-F 366 -369 Wind loads based on MWFRS with additional C&C D -1 156 -147 member design. -WARNING- Please Nomughy review the WI ROOF TRUSSES("SELLER"), GENERAL TERMS and CONDITIONS CUSTOMER(•BUYER") ACKNOWLEDGMENT' form. 9 Vent' design parameters and read notes on NisTmzs Design Drawing(TDD) and NeA Mot,,T. Tambo III, P.E. Reference Sheetbefore use. Unless othemise statedon Memo. ony Alpin TDDWWvalid. As a Truss Design Engineering (i.e. Specialty Engineer), Nosed on any TDD tepresenrs an acceptance of to professional engineenn �q.I ROOF �L'TH1L556 wnneCwplatessMgbeusedfwda responsSitity far to design of Me single Truss depirded on Me TOO ony, under WIM. The design assumptions. bading conditions, suitability wW we of Nis Truss for any adding is Ns Sutidug's Nereseonzmiptyof Ne O+sa Ne OwnefsntwMedagentw Nener.h DceignegNNecC. WNe IBC.Ne1BC, IOWbuddngcedeaMT The epDav of the .Tombo..10 resD l n(MCI)P'vgsedbestgta atM Ne Anthony P.E. responvOTdyafoNa BURTtlmg De49ner ConbaSfw ide- sMereusm aM ru atrtyius.Nled�mB haMrne sue, toffety 800830111, bIIWe of�Ta D ignmerr..Tr DesgBuildn Eng�maMTa Manufacb r.unlles)zoNe�ry dePrinedbya C� dogr uuponmwUW Ipmties�mlvo+ea�. The Trus,Desgn Engineer rs NOTme emldi Lucie 4451 S. Lucie Desgn«arTnss Sy WmEngNeerafw bmldmg. Ao vdraraea reran are asaermean TPLI. C©yhyuOT'11aM1 PVITw.veS-Mmmry T. Tmnlna.P£Rrym1,v'm Waif devmere.Narrylvm.bpM➢itedwNva NawrlVm Pamnal'IIWA-1 PmlTnraw-A�amyT. TamW lll, P.E 3494 Fort Pierce, FL 34946 er Job _ Truss Truss Type City Ply 11/122018 74190 C05 HIPS I 1 1 2743 r 9' SEAT PLATE RED. r } s� e4x6 =3X4 =3X4 =3X8 25' SEAT PLATE RED. pi-i i 1 Loading Criteria (psf) Wind Criteria - Code/ Misc Criteria Defl/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in Loc Udell U# Gravity Non -Gravity TCOL: 10.00 Speed: 160 mph TPI Std: 2014 VERT(LL): 0.067 K 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.132 K 999 240 B 1060 /- /- /677 /439 1212 SCDL: 10.00 Risk Category: It FT/RT:10(Oy10(10) HORZ(LL): 0.030 1 - - L 1060 A /- /677 /439 A EXP: C Kzb NA Plate Type(s): HORZ(TL): 0.059 1 - - Wind reactions based on MWFRS Des Lit: 40.00 Mean Height: 15.00 it WAVE Creep Factor. 2.0 B Brg Width = 7.6 Min Req = 1.5 NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.970 L Big Width = 7.6 Min Req = 1.5 Load Duration: 1.25 BCOL: 5.0 psf Bearings B & G are a rigid surface. Spacing: 24.0' MWFRS Parallel Dist: h2 to h Max BC CSI: 0.174 Bearings B & G require a seat plate. C&C Dist a: 3.00 ft Max Web CSI: 0.174 Maximum Top Chord Forces Per Ply (Ibs) Loc. from Crowell: not in 9.00 it Wgt: 119.0 Ibs Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Wind Duration: 1.60 VIEW Ver. 18.02.00.1016.21 A-B 27 0 E-F 825 -1445 B-C 950-1690 F-G 950 -1689 Lumber C- D 829 -1450 G- H 27 0 Top chord 2x45P#2 - D-E 824-1259 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Puffins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use puriins B - K 1448 -712 J -1 1255 -492 to laterally brace chords as follows: K - J 1255 -492 I - G 1447 -736 Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.00 16.00 BC 88 0.15 24.85 Maximum Web Forces Per Ply (Ibs) Apply puffins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24' OC unless shown otherwise above. C-K 250 -219 I-E 356 -36 Wind D-K 354 -32 I-F 251 -222 Wind loads based on MWFRS with additional C&C D - I 145 -139 member design. ••WARNING^ Pleas. NwougNy review Me W1 ROOF TRUSSES(•SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER CBUYEW) ACKNOWLEDGMENP' to. Verify design parameters and read notes on this Tress Design Drawing (TDO) and Me AMbaay T. Tomas III, P.E. Reference Sheet before use. Unless otherwise staled an Me TOO, only Alpm mmeCor shot W used fw the Too to be valid. As A Toes Design Engineering (i.e. Specialty Engineer). reer). Me son any Too represents an acceptance of the profissbnal enryneenn A-r ROOF plates respmslaliNfor Me design of Me single Truss depicted on Me Too only. under TP4l.The design assumptions, loading condi0ons, watefity and use of this Trued for any Building is the ®iR.1556 Bm1Grg omsponsibRyof N.Owner,9eQ rsautWriaedagentwNe BvMgDesigner.m NeoontedofthelRC,Mo IBC,Iwalb&ldhrg .and TPLt. Thaappravalof Ne r.po+tvTibry of Me O er,eeO..pY.af,madd.,.M to Me Bwldim, odsignm.in Me meted of UeIRC. Me IBC, foal Wtdug code srd TPM. The approval of pre TDD and Wfietl Anthony Tomb0 Ill, P.E. %f use of the Team.mciudvg max,eg.storage. insbfia9m Mad D,xh, slut W Me rtsportsiWM of Me Baking Desyner and Canbactw. All ant. set out m Be TDD aMe phao ices and 980083 quddin.oftlm Buidvg Component Safety lNwmadm(BSCq pubfisMd by lPlaM SBCA are refererxsd for 9erersl guidance. TP4l tlefiro Nis rcspmsiTtiti. and Outles �Ae Truss ne Desigr. Tress Design Ergmew andm TnManu6cturer, defmcd by a Camad agreed upon in Writhes by all Farbee Mashnd.Us Trued Design Engineer is NOT Me Better g 4451 St. Lucie Blvd. Devgerw Tess System Engtnew afaay bu'dn9. AD mPta6xed fern. are.defurN mTP41. GpyngAtOa118 h1 Bend Trwec-MNmrT. TvnbeL P£PeprmWiNPlfdmmaRmmry M1am,upN,iWeEMVa6pewMmr pandav,dMl RoolTusae>-MuvryT. TanCO I11, E. Fort Pierce, FL 34946 ,Job Truss Truss Type City, Ply 11/12/2018 2804 74190 C06 HIPS 1 1 25U 1870 lend 1 ]# 187# 187N 253#/ �2'0,6-1-Z t V 4115 / 2'.�2'D'B,_ I am ll Bfixe C D E T 2 6 2 a4X81gtOR Fs4%BIB10R) 11 A G K J I H INX4 a3X10 aHOUB IM4 H Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt NA Des Ld: 40.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 MWFRS Parallel Dist:0 to h2 C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 Special Loads -(Lumber Dur.Fac =1.251 Plate Dur.Fac=1.25) TC: From 60 pit at -1.00 to 60 pit at 7.00 TC: From 30 pit at 7.00 to 30 plf at 18.00 TC: From 60 plf at 18.00 to 60 pif at 26.00 BC: From 20 pif at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to - 10 plf at 17.97 BC: From 20 pif at 17.97 to 20 pif at 25.00 TC: 253 lb Conc. Load at 7.03,17.97 TC: 18711D Conc. Load at 9.06,11.06,12.50,13.94 15.94 BC: 501 Ib Conc. Load at 7.03,17.97 BC: 1301b Conc: Load at 9.06,11.06,12.50.13.94 15.94 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC. 24 7.00 18.00 BC 69 OAS 24.85 Apply puffins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Sale 13off 130# 130n 130# Code 1 Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies FT/RT:10(Ou10(10) Plate Type(s): WAVE, HS i 4 13N 501# Defl/CSI Criteria PP Deflection in Inc Udell L/# VERT(LL): 0.202 D 999 360 l>➢CL): 0.400 D 740 240 HORZ(LL): 0.069 H - - HORZ(TL): 0.136 H - - Creep Factor. 2.0 Max TC CSI: 0.726 Max BC CSI: 0.985 Max Web CSI: 0.487 Wgt: 117.6 Ibs VIEW Ver: 18.02.00.1016.21 3EATPIATEREQ W T 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw 1 U / RL B 2387 1- 1- 1- 11118 1- L 2387 1- I- 1- /1118 1- Wind reactions based on MWFRS B erg Width = T6 Min Req = 2.0 L Brg Width = 7.6 Min Req = 2.0 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 -20 D-E 2313 -4905 B-C 2077-4410 E-F 20T7 -4410 C-D 2313-4905 F-G Z7 -20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - K 3843 -1790 I - H 386E -1791 K - J 3867 -1791 H - F 3843 -1790 J-1 38M -1791 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-K 615 -14 J-E 1244 -625 C-J 1244 -625 H-E 615 -14 D-J 718 -833 -WARNING- Please thoroughly review the' A-1 ROOF TRUSSES("SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER rBUYER') ACKNOWLEDGMENT` form. Verify design parameters and read notes on this Tmss Design Don,"(TOmand do ArMon, T. Tombo lll, P.EReference Sheet before use. Unless oNendsa sorted on Me Too, only, Arpin bo for Me TDD to bevalid. As a Tmss Design Engineering n e. Specialty Engineon, toe seal on any TDD represent an acceptance of the professional engineenn "IAa RDDF mnnectorplates shall usod responablity fortoe design of Me single Tmss depicted on Ole TDD only, under TPI-i.The design assumpbone, loading conditions, suitability and use of Pt Trusts for any Budding is toe 91TRI31i Busdugethe respansl#Lly of lne Owner, Me Ovmah autlmn¢ed ayentwNa Bud6ng Designer, in Me canteN al NaIRC, toe 10G local EUJdug cede aM TPI-1. Theappmvelef Me •r��+R respvs3itiyol Ne Owner, do Omlers aumaaed agent or Ne BUJdug Designer,lo Ne metal of Ne lRC. tlb IBC, Iacel0ulQng cede aM Tpl-1. Theappmyalof Ore TDDaManyfield Anthony. Tombo III, P.E. y Ise oftoe Truss, intruding handling. storage. insulation and baCng sezne Ol be no aasidlity&Me Bu"Designer and Contractor. Mrotessetwtia Ole TDDaMNepracticesand glmelinesofthe BoldingComponent5aferyhdomatun(MCI) pubtstad by not and, 50CA are referennvd brgeneral guidance. TPbtdef sueresponsibFYie dutlesafMOTmss 11180083 Des'ipae.Tma Design Engineer and Truss Manufacturer, MiJesa uOlervise defined by a Cantrell agreed upon lnwndrg by m parries mrdvN. The Truss Design Engineer is NOT lore Buirdir 1 4451 St. Lucie Blvd. Designer or T. system Engmaer ofanybwmny.M-Instated temu are as&fered'M TPI-;. e�µM. � _ _ - .. n n.�....�.r ........ a mmmcsm NAlPwtTn¢ves-MemYT. TanM III. P.E Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply 11/12r2018 2744 74190 CJ1 JACK 16 1 12 T 2X4(A1) B TT r 5'' A 1 M D SEAT PLATE REQ. Loading Criteria (ps0 Wind Criteria Code / Misc Criteria Deb/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loci Udell U# Gravity Non -Gravity TCDL 10.00 Speed: 160 mph TPI Std: 2014 VERT(LL): NA Lac R+ / R- / Rh / Rw I U / RL B 153 1- 1- 1154 f70 146 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA BCDL: 10.00 Risk Category: It FTIRT:10(0y10(10) HORZ(LL):-0.000 D - - D 13 to /- Ill /6 /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.000 D - - C - /-14 /- 130 135 A Des Ld: 40.00 Mean Height 15.00 it WAVE Creep Factor. 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDU 5.0 psf Max TC CSI: 0.185 B Big Width = 7.6 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.023 D Brg Width = 1.5 Min Req = - Spacing: 24.0' MWFRS Parallel Dist: 0 to h/2 C Erg Width = 1.5 Min Req = - C&C Dist a: 3.00 ft Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: Any Wgt: 5.61bs Bearing B requires a seat plate. - GCpi: 0.18 t Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 1 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 "B-C 29 -25 Top chord 2x4 SP 92 Bol chord 2x4 SP #2' Maximum Bot Chard Farces Per Ply (Ibs) Puffins Chords Tens.Comp. In lieu of structural panels or rigid ceiling use pudins B - D 0 0 to laterally brace chords as follows: - Chord Spacing(in cc) Start(ft) End(ft) BC 10 0.15 0.97 Apply puffins 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: "WARNING- Please Nomughly review, the'A.1 ROOF TRUSSES ('SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER (BUYER') ACRNOWLEDGMEN toms. very design pammetere and read notes on this Truss Design Dr 'tg(Too) and em Anthony T. Tombo Ill, P.E. Relerenca sheMbebre use. Unleu pNemiso staled on Ne TDD, only Alpin wnnec pWtes shag be usO W ffie TOD to be 1U. M a Truss Design EgNeemg (i.e. Specialty Egmeer), the and on any TOO represents an acceptance of me Fwasmanal a gins& Building isme �_A-r ROOF IamO55E5 respmvbiliyfw Madesign of Ne single Truss depicandonti TDD ory, underT!pl.Tlre deslgn assumptions, baling mndidpns, euitatiNtyand usegfthis Tmsnforanry Buddn9oda responsiGWy of the Owner. theOmrers auNodzad agentm Na Buibhg Dgigner, NthefMteOr Ne lRF da IBC, trial Wadvg mots end TPN. The apporW of Ne ..®.m.o.,a respmvUililyWNe Owner, Ne Owners eugomnd agentm Ne Bwb'ugDesigner,NOe®dmd of Na lRC. the lBC, tarot buiNing mdeam TPl-1. TAe aDWaral of the TOD aM anyfieM Anthony. Tombo Ill, P.E. y oflhe Truss. Notating landting.storage. iretagaten aM brace, shag W dre respon.and, of rite Building Design, and CoMaMr. All totes srset M in Ne TOO and the pZ. and 83 #.Luca dagreedupon9bw�imbyeyao Pmesl meT Dmignsginmr oN ahee o *g .,Trn6Di knn EngMe aw Tam2nu(aa�veiBUNeu�oere�nnsadePru bbyae�m soap St. Lucie Desgrtr or Tmss system Engi. of arty mdbN¢. All mpitar¢ed 1�,tre are as defined In T 1. coygnaeat' aal Rmfreset, -AN LTd m.PF. laomooln 0m dee,mea. Nant, tnt,. is p,mmmdw ne,vrmm wtt�nm 0h1 nmfrwma-ArNaayT.Tamm tn. PE 3494 Fort Pierce, FL 34946 Fort Job Trusts Trusts Type Qty Ply 11/1212018 2745 74190 CJ1E JACK 4 1 12 6 F7- C T 2M(A1) B 57 A 1 D SEAT PLATE REQ. 1r Loading Criteria (psf) Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 10,00 Speed: 160 mph TPI Std: 2014 VERT(LL): NA - Loc R+ ! R- / Rh / Rw / U / RL B 153 !- /- 1167 184 146 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA BCDL: 10.00 Risk Category: ll FT/RT:10(Ou10(10) HORZ(LL): -0.000 D - - D 13 10 /- 116 /8 !- EXP: C Kzt NA Plate Type(s): HORZ(TL): 0.000 D - C - /-14 A /28 135 /- Des Ld: 40.00 Mean Height 15.00 ft WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL 5.0 psf Max TC CSI: 0.185 g Big Width = 8.0 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf D Brg Width =1.5 Min Req = - Spacing: 24.0' MWFRS Parallel Dist: 0 to N2 Max BC CSI: 0.021 C Brg Width = 1.5 Min Req = - C&C Dist a: 3.00 ft Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: Any Wgt: 5.6 IDS Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver, 18.02.00.1016.21 Chords Tens.Comp.. Chords Tens. Comp. Lumber A-e 27 0 B-C 29 -25 Top chord 2x4 SP #2 Bol chord 2x4 SP #2 Maximum eot Chard Forces Per Ply (Ibs) Purlins Chords Tens.Comp. In lieu of structural panels or rigid ceiling use pudins B - D 0 0 to laterally brace chords as follows: ' Chord Spacing(in oc) Stan(ft) End(ft) BC 10 0.15 0.97 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. -WARNING— Please thoroughly review Me 'A-1 ROOF TRUSSES(°SELLER"), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGMENP' form. d Verify design peannouns and read notes on this Truss Design Dramng(Too) and the Anthony T. Taman III, P.E. Reference Sheetbefore use. Unless otherwise slated onthe TDD, only Atpin wnn.tl pUtesshagbeuse Wb oTDDto We W. Ae a Tmss Design Engineered (i.e. speandly Engineer). lee seal on any Too represents an acceptance of the professional engineerin pcI ROOF HTRycccc responsibility for ft design of fine single Tivssdepctedon OeMDonly. under TPM.TMdesign assumpllons, badingwnditiws,aultxWGy and ussoflhh Truss Wany Budding athe Budding bathe resgnsLiliyofthe Cwner. Ne Owneh wtMtlzed agentsdu ankles,Designer,in MecvnteawthelRC, that IBC, bcalboall, wdeand TPI-1. The ap,.W of the respwvbdiry of Ne Owner, Vw Owmch auNorbed agentw Ne Building Designer, in Ne mntetl of Me IRC, MaIBC.lowl Wdtl'ug cede artl lPhl. TMeppravelofthe TDDandatryfield Anthony•Tombo Ill, P.E. y ar Ma Trusv,iMWby haMGng,storage, instailationaM btacvg shay be de rezpwsibSrydtee Buddvg OesigneraM ConRastw. Altnotessetwtihtea TDDandthepmclirxsand Truss #80083 guideli�pitlm Buimvg Campwent Safety ltdpmagw(BBCI)pubgshM by TPIaM SBCAata referenced Tar general guidance. TPFt defims die respdtsibliE¢saes dul¢s of me Designer.Truss Design Ergi zWTrossWmtf mr.mii oNe��bya Cr dagreeduponowr,byallpaNesvlwlved.The Truss Design Elgineer¢NOTNe BuJdi 4451 St. Lucie Blvd. Designer aTmse system Er4nes,of anYbwldmg. CapPghtOLNa Mr Rml Truvef-Mdmny T. TemLs1Y,PE Repe]u'.fM dtlif dmmw+a.ln arylam. ePduFtied'�IegitVm v.+0n MmisinarMl ROS Trmef-Mem/T. Tvnb III. PE Fort Pierce, FL 34946 Job Truss Truss Type Oty Ply 11/12/2018 2746 74190 CJ1T JACK 10 1 12 6 F7- C - - T T 2X4(A1) B T T— 1 A D SEAT PLATE REQ. Loading Criteria (ps0 Wind Criteria Code! Misc Criteria Defill Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Slid: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL B 153 /- /- 1167 184 146 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA BCDL: 10.00 Risk Category: ll FT/RT:10(0)/10(10) HORZ(LL):.0.000 D - - D 13 /0 /- 116 /8 /- EXP: C Kzt NA Plate Type(s): HORZ(TL): 0.000 D - - C - /-14 /- 128 /35 /- Des Ld: 40.00 Mean Height: 15.00 it WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.185 B Brg Width = 7.6 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0psf Max BC CSI: 0.021 D Brg Width = 1.5 Min Req = - Spacing: 24.0 " Mill Parallel Dist: 0 to h/2 C Brg Width = 1.5 Min Req = - C&C Dist a: 3.00 it Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: Any Wgt: 5.61bs Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 29 -25 Top chord 2x4 SP #2 Bat chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp. In lieu of structural panels or rigid ceiling use puffins B - D 0 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.15 0.97 - Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. ••WARNING' Please Moroughly review the•A-1 ROOF TRUSSES("SELLER"), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGMENT- torn. ' verily design parameters and read notes on this Thuss Design Dndwitg(l and the Anthony T. Tombo 111, P.E References sheet behind van. Unless otherwise stated on the TOD. only Alpin ' connector plates shall be used forum TOD M be valid Asa These Del Engineering (i.e. Specialty Engineer).Medeal onany Too represents an acceptance of the preressional engineedn late aA-1 ROOF ' responsibilivatrum design ofthesingle Tmss deaded oa Me TDD ONy,underTPl-1.The design assumptions, loading oonditions, suitabifty add uaeoithis Trussforany Building �TRUS5 Building is Me responsibility of the Diener. the owners authoraed agentor Me Building Designer, in Me conteMof the IRC, Me IBC.local building rode and TPI-1. The apprevel of m, ••m�•�a respcn ebrily orthe Owner, Me Owners authorized agent or Ma Dal Dain the conteftof Me IRC, Me IBC, most building code end TPI-L The approval of Ma TDD and any red! Anthony . Tombo III, P.E. y use of Me Trues, including handling. storage. installation and bracing shall be Me responsibility of Me BuiIEMg Designer and Centrador. All notes set out in Me Too and Me practices and Tmss #80083 guidelines of Me Building Component safety information(BSCI) published by TPI and SBCA are referenced for general guidance. TPI-0tlefnes Me responsibliYesend dNles of the Designer. Truss Design Engineer and Trues Manufacturer, unless offervdss banned by a Contract agreed upon in sitting by all parties involved. The Those Design Engneer is NOT Me Buildi g 4451 St. Lucie Blvd. oesigneror Trusssyatem Ergineerotanybwldmg. AuraNmaedternsamasder elo rPl-t. - capynguic M19,Yt Pont Tnszes-MNony T.Tomto III, P.E.Repe]uNon of Mis Emmenl,N any rmm, b pMigt Nxitlmut Ne wrNm Ix,mtsslw of A�1 Root Trvssee-MI1n,ry T. TgnW In, P.E Fort Pierce, FL 34946 Job Truss Truss Type Cry Ply 11/12/2018 2747 74190 CJ3 JACK 10 1 C 12 - - 6[�7- T-T C"! 4(A1) B N 1 57 A D SEAT PLATE REC. 1' -I( 2'11"11 -{ Loading Criteria (par) Wind Criteria Code / Misc Criteria DeFl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in too L/deft L/# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Std: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U ! RL B 199 !- /- 1169 /65 /100 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA BCOL: 10.00 Risk Category: ll FT/RT:10(0)/10(10) HORZ(LL):-0.001 D - - D 53• /- /- 128 /- /- EXP: C Kzt NA Plate Type(s): HORZ(TL): 0.001 D - - C 70 /- /- /50 167 /- Des Ld: 40.00 Mean Height: 15.00 ft WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.0 0 Brg Width = 7.6 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.086 86 D Big Width = 1.5 Min Req = - Spacing: 24.0" MWFRS Parallel Dist: 0 to h/2 C Big Width = 1.5 Min Req = - C&C Dist a: 3.00 ft Max Web CSI: 0.000 Bearing B is arigid surface. Loc, from endwall: Any Wgt: 11.21Its Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 31 -116 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Maximum Bot Chord Farces Per Ply (Ibs) Purlins Chords Tens.Comp. In lieu of structural panels or rigid ceiling use putting B - D 0 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 34 0.15 2.97 Apply purling 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. ^WARNING^ Fluxes thoroughly review, Me 'A-1 ROOF TRUSSES ("SELLER"), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGMENl'i Mae. Verly design parameters and read notes on this Truss Design Drawing (m0) and Me Anthony T. Tombo Ill, P.E. Refemnce Sheet before use. unless o resets. slated on the TDD, onlyArpin sonrector plains shall be used hi TDD to ire valid As a Tross Design Engineervlg(i.e. Specially Engineer).theseal on any TDD represents an acceptance of the professional engines lbl m—A-r ROOF ` responsibili to, Medesign of the single Truss depicted on the TDD only, under TPI-1. The design assumptions. loading conditions, suitability and use of this Truss for any Building is Me TTRUSSES Building in Me responsibility afthe Barren, the Owrers authorized agent or the Building Designer, in Me context of the IRC, the IBC, local building code and TPN. Theappro,miethe ..�.o+w•e responsibility of Me Owner, the Owners authorized agent or the Building Designer, in the contest of the IRC, the ISO. Most building door, and TPI-1. Theappmralofthe TDDdadanytield Anthony T. Tombo Ill, P.E. oaf the Truss, including handling, stamge,installation and bral stroll bound responsibilinidthe Building Besignerand Confined,, Ali maxi.etow in theTDDandthe pmtlicesand 980083 guidelines of the Building Component Safety lnfmmatlon(8SQ published by TPI and SBCA are referenced for general guidance. TPI-1 defines Vie responsibilities and duties&Me These Designer, Tmss Design Engineer and Thror Manufacture, unless otheerse decimal by a Contrail agreed upon in writing by all parties Involved. The Trues Design Engineer is NOT Me Buidir 4451 St. Lucie Blvd. Designer or TNea system Engineer of any building. NI mpitalized temis am seder ed hT 1-1. C dgM020l6Alnmf Tresses-MU,T.Ta WIII,P.E Repron.r offtermurn hoary Min, is pMvdl¢d elar.lne wnEen cernovibal A.1 RmfTnmms-Mtr T. TmAa III. RE Fort Pierce. FL 34946 Job Tress Truss Type QTy I Ply 11/12/2018 2748 74190 CJ3A I JACK 2 1 Loading Criteria lost) 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" Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 1 Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from Birdwell: Any GCpi: 0.18 Wind Duration: 1.60 Purling, In lieu of structural panels or rigid ceiling use pudins to laterally, brace chords as follows: Chord Spacing(in cc) Stad(ft) End(ft) BC 34 0.15 2.97 Apply putting to any chords above or below fillers at 24" CC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. 12 B 2X4(A1 SEAT PLATE REQ. i2'11"11 �{ Code! Misc Criteria Defl/CSI Criteria Code: FBC 2017 RES PP Deflection in [cc tldefl L/# TPI Sid: 2014 VERT(LL): NA Rep Factors Used: Yes VERT(CL): NA FT/RT:10(0)/10(10) HORZ(LL): 0.001 C - - Plate Type(s): HORZ(TL): 0.002 C - - WAVE Creep Factor: 2.0 Max TC CSI: 0.279 Max BC CSI: 0.137 Max Web CSI: 0.000 Wgt: 9.8 Ibs VIEW Ver: 18.02.00.1016.21 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- 1 Rh / Rw / U / RL A 125 /- /- 1131 /39 178 C 54 /- /- 192 150 /- B 79 1- l- 164 172 1- Wind reactions based on MWFRS A Big Width = 7.6 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 35 -129 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 'M/ARNING' Please thoroughly review We -A-1 ROOF TRUSSESCSIELEIT), GENERAL TERMS and CONDITIONS CUSTOMER (BUYER-) ACKNOWLEDGMENT" font. e Verity design parameters and read notes on this Truss Design creating (TDDI and the Anthony T. Tombs Itl, P.E. Reference Sheet before use. Unless otherwise stated on the MD, onN Alpin connector plates shall be used for the TDD to be valid. As a Truss Design Engineervig(i.e.Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineerin �pq ROOF responabilityfor the design of the single Truss deplored on be TDD aNy, under TPt-1. The design assumptions, leading conditions, suitability and use of this Truss for any Building is Me �5TRU15 Building is the resi'ronsbilt, of the Owner, Me Owner's authoraed agent or the Building Designer, in Me conte#ofMelRC, the Inc. atel building code and TPpt. Theapprovdofthe responsibility ofthe Owner. ti Cori authorized agent orthe Building Design, a Me contextaf the IRC. the IBC. 1.1Wilding code and TPl-1. Theappmvalofthe TOOandanyfetd Anthony. Tombs Ill, P.E. se of the Tress, including handling, storage, installation and bracing shall be the responsibilityof the Building Designer and Contractor. All notes set out In Ue TDD aM the practices and y guitlelines of Meadlding Component Sa(ety lnbrmation(BSCI)Wblistied Dy TPIaM SBCAare referenced for generalguidance. TPI-1 der the responsibilities and duties ofthe Truss #80083 Designer, Truss Design Engineer and Truss Manufacture, unless o0endse defirv:d by a Contract agreed upon in writing by all press invoked. no Truss Design Engineer is NOT the Saudis 4451 St. Lucia Blvd. DosignarorTresssydem Engineerdanyewding. Alrapiwuadtemwareasdaenedin Tlet-1. en_ Fort Pierce, FL 34946 Job Truss Truss Type City Ply 11/12/2018 2749 74190 CJ3C JACK 2 1 D 12 - - -- - 6 T T `. N _ V _ N =2X4(A1) e _ r HB 0"1 A GF SEAT PLATE REQ. 10-1 �}-- 2'1"10 '1 -' �- 2'11"11 --� Loading Criteria (psf) Wind Criteria Code I Misc Criteria DefI1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCLL: 10.00 Speed: 160 mph TPI Sid: 2014 VERT 0 005 G 999 360 ( ) LL - Loc R+ / R- / Rh / Rw / U / RL g igg /- /- /169 /65 /100 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.009 G 999 240 BCDL: 10.00 Risk Category: ll FT/RT:10(0)/10(10) HORZ(LL):.0.004 G - - E 45 /- /- l25 /- /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.006 G - - D 7.1 /- /- 152 162 /- Des Ld: 40.00 Mean Height: 15.00 ft WAVE Creep Factor. 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0. B Big Width = 7.6 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.05052 E Brg Width = 1.5 Min Req = - Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 D Erg Width = 1.5 Min Req = - C&C Dist a: 3.00 fl Max Web CSI: 0.089 Bearing B is a rigid surface. Loc. from endwall: Any Wgt: 15.4 lbs Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 C-D 32 -104 Top chord 2x4 SP#2 B-C 4 -81 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X4 except as noted. B - F 9 -41 G - E 0 0 C-G 43 -7 Purling -. In lieu of structural panels or rigid ceiling use purling Maximum Web Forces Per Ply (Ibs) to laterally brace chords as follows: Webs Tens.Comp. Chord Spacing(in cc) Start(ft) End(ft) BC 24 0.15 1.99 G-F 39 -4 BC 20 1.99 2.97 Apply During 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. "WARNING" Please thomul review Me'A-i ROOF TRUSSES('SELLER"). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGMENTYom. — Verily, design pammeWm and read notes on this Toss Design Donar,(rDD) and Me Anthony T. Tombo Ill. P.E. Reference sheet tubes use. Unless otherwise stated on Me TDD, ony As, son MrptatesshallbeusMfw MBTDOtobevalid. As a Tmss Design Engineering (Le, Specially Engineer). da seal on any TDD represents an acceptance ofthe professional engineerin for Me design of Me single Truss decided on Me TDD only, under TPI-1. This design assumptions. leading omditions. suitability and use of this Tmss for any Building is Me ®A-r ROOF �miRU55E5 maponsual Building is Me responsibility of Me owner, Me Cannes augamed agent or Me Burning Designer, in Me nantextof Me IRC, Me IBC, Iwal building code and TPI-1. Thiamsavolofine maparectiy of Me cerep the Ovmees authorized agent or Me Building Designer,inMecontest of the IRC,MeIBC, local building code and TPI-1. The impotent of Me TDD and any field Anthony. Tombo Ill, P.E. y use of the Truss, iivludire handling, storage, installation and trial, stall has Me responsibihtyef Me Building Designeranmm d Conuir. All notessetoutin Me TDD and Me anedlres and guidelines of Me Building Component Safety Informal (MCI) published by TPI ant SIBCA are referenced for general guidance. TPI-1 defines Me responsibJiOes atM tluties of Rile Tmss #80083 Designer, Tmss Design Engineer and Tmss Manufacturer, unless direness dented by a Connect agreed upon in wdfing by all panics involvd e. The Tmss Design Engineer is NOT Me Burldir 1 4451 St. Lucie Blvd. Designer or Teas system Engbear or any building. an caphosta ea teres ate ae der ei in TPln. CupYd9ht031116 A-1 ReATmums-Mvur, .Tomta III. P.E. Repmdunbn W Ctis Cd-umeM,F a,ryfmm.'e OMiMedwYNaut MexnMn certnLssicn NMI Roof Tusses-Arose, T. Ton. III, P E Fort Pierce. FL 34946 Job Truss Truss Type City Ply 11/12/2018 2750 74190 CJ3E JACK 2 1 I C 12 6 N 2X4(A1) B N 57 A - 1 D -SEAT PLATE REQ. + 211t'11 -{ Loading Criteria (psf) Wind Criteria Code/ Misc Criteria Ded/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FSC 2017 RES PP Deflection in too L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Sld: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL B 199 /- /- /216 /90 /72 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.001 D - - D 53 /- /- /86 146 /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.001 D - - C 70 /- I- 153 145 /- Des Ld: 40.00 Mean Height: 15.00 ft WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL 5.0 psf Max TC CSI: 0.1 B Big Width= 8.0 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.127 D Brg Width = 1.5 Min Reg = - Spacing: 24.0' MWFRS Parallel Dist: h to 2h C Big Width = 1.5 Min Req = - C&C Dist a: 3.00 it Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 9.00 it Wgl: 11.21bs Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) - Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 31 -88 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Maximum dot Chord Forces Per Ply (Ibs) Purling Chords Tens.Comp. In lieu of structural panels or rigid ceiling use purling B - D 0 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 34 0.15 2.97 Apply purling to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C - member design. Left bottom chord exposed to wind. ^WARNING^ Please thoroughly review the -A-1 ROOF TRUSSES CSELLER'1, GENERAL TERMS and CONDITIONS CUSTOMER CSWEFR') ACHNOWLEDGMENT' form, 6 Verify design patemeters and read notes on this Truss Design branding (rDD)and Me Anthony T. Tombs Ill. RE Reference Sheet before use. Unless oluninso stated on Ne TDD, only Me" g mnnectorplatesshanbeusedfmlhe TDDlobevalid. As a ThoseDesign Engineering (i.e. Sinai Engineer). Me seal on any TDD represents an acceplands of the professional engirr in for" design of Me single Trend depicted on the Too only. under TPM. The design assumco pbons, loading nditions, suitability and use M anis Truss for ally Buildingis Me q-pppF �ad TRUSSES responsibility Building's Me lesmns3ilily club O.vneA the O e. authorized agent., the Builds, Designer, land contingelha IRC. Ne 18C, lost building code antl TPI-1. Tha approval of Pe .�uwm.awv Me me or too r. in me context ofthe IRO, Me building notes lset me Too Too Anthony T. TOmbo III, P.E. and Me peafthe and of Me us, inclfirryof recind ous and and uding handi ling, storage. installatated ion and trading sht all be Me resmsibility brand Building Delssiignerad Contractor. All outn guidernesofthe Binding component Safety Internal(BSCD published th TPl and SBCAare referenced lurgdneralgoidance. TPI-1 defines Me respbnslilidesand dutiesoftne Tmss #80083 Designer. Tmss Design Engineerand Truss Manufacturer,unless otterved, defined by a Contract agreed upon in orris, by all pulses involved. The Truss Design Engineer is NOT Me Builds g 4451 St. Lucie Blvd. Designer or Truce system Engineer of any building. Ab wpilalized letms are as der etl m TPF1. CWyMtGN116Lla TMs s-Mthmy T.Tomb.III,P.E ReprMbgm ants @amen[h anylpm,hp,Mti idlvn uut Nexntten Cemm1 us4NA-Mof Tddds-Memny T.Tdrei III, FE. Fort Pierce, FL 34946 Jab Truss Truss Type Qty Ply 11/12/2018 2751 74190° CJ3P JACK 2 1 C 12 _T 6� T � N 2X4(A1) B N 1 A D SEAT PLATE REQ. 1' 2r11"11 �{ Loading Criteria (psf) Wind Criteria Code / Misc Criteria Defl/C51 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Sld: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL B 199 /- /- /216 190 /100 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA BCDL: 10.00 Risk Category: ll FTIRT:10(0)/10(10) HORZ(LL):.0.001 D - - D 53 /- /- /86 146 /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.001 D - C 70 /- /- /53 /66 /- Des Ld: 40.00 Mean Height: 15.00 it WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL 5.0 psf Max TC CSI: 0. B Brig Width = 7.6 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.105 105 D Brg Width = 1.5 Min Req = - Spacing: 24.0 ° MWFRS Parallel Dist: 0 to N2 C Brig Width = 1.5 Min Req = - C&C Dist a: 3.00 ft Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: Any Wgt: 11.2 lbs Bearing B requires a seat plate. GCpi: 0.19 Maximum Top Chard Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 31 -123 Top chord 2x4 SP #2 But chord 2x4 SP #2 Maximum Bot Chard Forces Per Ply (Ibs) Puffins Chords Tens.Comp. In lieu of structural panels or rigid ceiling use puffins B - D 0 0 to laterally brace chords as follows: Chord Spacing(in oc) Stad(ft) End(ft) BC 34 0.15 2.97 Apply puffins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C _ member design. Left bottom chord exposed to wind. "WARNING^ Please thoroughly reviewthe'A-i ROOF TRUSSES('SELLER"), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER') ACKNOWLEDGMENT'form, e Verify design pamraters and read notes on his Tmss Design Drawug(DO)and IN Anthony T. Tonto 111, P.E Rearenco Shnotbefore use. Unless otherwise stated on the TOD, only Npin � ell wmlestor plates shall be used for the TDD to be valid. As a Tress Design Engineering (i.e. Specialty Engineer), the seal an any TDD represents an sweetened of the professional engineeM Trussdeplcied TODony,under-PPI4.Thedesgn assumptions. leading consul swtabilityand ussofthis Tressforany Building lathe ROOF �2TRr155E5 responsibibyhorthedesign of the single onthe Still is Ondo.,asibilitypftheQmen the Owners authorised agent orthe BudWrg Designer, in Me Conlon ofthe IRC, the IBC. Io®I building code and TPl-1. Theappmval ofthe .nm�wuu Anthony T. Tombo 111, P.E. MandthelTreoss urJudmg handling,tooge, instanatonand trading shut be Neriespostiltytfthe Building Designaand contractor. mnoessetoutnpMe TGDand the pmnicesind guidelines ofthe Building Component Safety Information(BSCI) published by Wit and SBCA are referenced for generalguidance. TPI-t,def sPe respamibJifies and dudes of the Tress #80083 Designer, Tress Design Engineer and Tmss Manufacturer, unless othewse defined by a eonbaa agreed upon in writing by all padies imelved. The Tress Design Engineer is NOT the Buildir 9 4451 St. Lucie Blvd. Designer or Truss System Eegmeerof am bantling. m capita@ed terms are asdeflima n TPI-1. copyng WitiA1RmfTrusses-NMorryT.tom[oIV. Pi RmMudlon ofNistlommenUnanytmm.'s Orydnit¢tl w�thoutthenr0en permlssbnnMl RoMTrusses-MthwryT.Tamtolll,PE Fort Pierce, FL 34946 Job Tmss Truss Type 'Oty Ply 11/1212018 2752 74190 CJ5 JACK 6 1 C12 T 6 v N (V th =2X4(A1) B _L A D SEAT PLATE REQ. �--- 1' 411"11 Loading Criteria (psf) Wind Criteria Code / Misc Criteria DefI1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Defection in too Udell Ll# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Std: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL B 273 1- A /217 181 1154 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA BCDL: 10.00 Risk Category: ll FT/RTAO(OU10(10) HORZ(LL): -0.005 D - - D 92 I- A /52 A 1- EXP: C Kzt NA Plate Type(s): HORZ(TL): 0.008 D - C 130 1- 1- 197 1118 /- Des Ld: 40.00 Mean Height 15.00 ft WAVE Creep Factor. 2.0 Wind reactions based on MWFRS NCBCLL: %00 TCDL 5.0 Pat Max TIC CSI: 0. B Brg Width = 7.6 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 ps( - Max BC CSI: 0.259 259 D Brg Width = 1.5 Min Req = - Spacing: 24.0' MWFRS Parallel Dist:0 to h/2 C Brg Width = 1.5 Min Req = - C&C Dist a: 3.00 it Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwail: not in 4.50 fl Wgt: 16.8 lbs Bearing B requires a seat plate. GCph 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00,1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 58 -134 Top chord 2x4 SP #2 Bol chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Purlins Chords Tens -Comp. In lieu of structural panels or rigid ceiling use puffins B - D 0 0 to laterally brace chords as follows: Chord Spacing(in oc) Staff(ft) End(ft) BC 58 0.15 4.97 Apply puffins to any chords above or below fillers at 24' OC unless shown otherxise above. Wind Wind loads based on MWFRS with additional C&C member design. ' "WARNING^ Please thamughly review the -A-1 ROOF TRUSSES('SELLER"), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER") ACI(NOWLEDGMENT'form. a Verify design pmarhelers and read notes on Nis Truss Design Dreavg(TOO) and the Anthony T. Tombo lit. P.E. Reference Sheet before use. Unless omerwise staled an the TDD. only Alpin wmector POWs Mal be used for the TDD to be did. As a Truss Oesgn Engineering (i.e. Spo6alty EngNser), the seal many TDD represents an acceptance of Ne Professional engineerin is dre p-1 ROOF �TRLL55g respensibitiybr the design 0 the single Truss depleted on the TDD aNy.tnder TP41.1thedesign assumptions. Ong conditions. suitereaty and use of ago Thew fw any Bulding BulQug aria responslblfity al Ne Owner. Ne Ovncts authodmdagent or Na Buldmg Desgnw,m Na m�le#MNeIRC, Ne IBC.bcel butlding code and TPl-1. Theapprowl of Ne ..��.� responsSi4y al Na Owner, lire Owrers auNwiud agentwNe BUItlNg Desgner,thNe m�te#of Ne IRC. NaIBC,Iwal bnlSug cede aM TP41. TheapprevoloftheTDDandamfielE useofthe Truss.W w gh g,sbrage,bL:h tmaMb ecgsha ftmspanw3Mlyof Ne BuW gDesgneraMC n"=. Mmtesset Min NBTDDand Nepre ceems! Anthony.Tmbo III, P.E. y i> gDuetle�finaTl DBuldbg Component Safey lNwmatlon(BSCI)pubfisMd by TPIaM BBCA are referencedfw general guMance. TPFtdefi sNemsponvbiTNesaMdutle do Truss ¢sign Eg'mewaMTr Wnufaa w,uNessoNernicedefinWbyaConbadag up WwriNgbyadpaNesmvoyed. The Truss Design Eemeerts NOTNa Su #80083 4451 St. Lucie Blvd. oedywrorneae Symwn Fsgreserof am buffshl u mpitaraea tame era a+daro a thTPr-1. GgrgmO AI8 MI ROI Tuvn-Mercny T. TmiEo Il. P£ RewWclMn daiaam�M1 ham Mn.ISGmNbleE xidim806 nrmb� PerMss'v�af0.1 Rv/Tnrsxa-MPmyT. Tor4o III, P.E Fort Pierce, FL 34946 Job Truss Tmss Type Oly Ply 11/12/2018 2753 74190 CJ5A JACK 2 1 2X4(A1 J7 SEAT PLATE REQ. i 4'11"11 Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C KZL NA Des Ld: 40.00 Mean Height 15.00 it NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #Z Bol chord 2x4 SP #2 Puriins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Stad(ft) End(ft) BC 58 0.15 4.97 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Code 1 Misc Criteria Doff/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udell L1# Gravity > Non -Gravity TPI Std: 2014 VERT(LL): NA Loc R+ I R- / Rh / Rw / U , I RL Rep Factors Used: Yes VERT(CQ: NA A 205 f- /- /219 /69 1132 FT/RT:10(Oy10(10) HORZ(LL): 0.006 C - - C 93 /- /- 1156 183 P Plate Type(s): HORZ(TL): 0.010 C - - B 135 . !- /- 1109 1119 P WAVE Creep Factor. 2.0 Wind reactions based on MWFRS Max TC CSI: 0.522 A Brg Width = 7.6 Min Req = 1.5 Max BC CSI: 0.444 C Brg Width = 1.5 Min Req = - B Brg Widih =1.5 Min Req = - Max Web CSI: 0.000 Bearing A is a rigid surface. Wgt: 15.4 Ibs Bearing A requires a seal plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 18.02.00.1016.21 Chords Tens.Comp. A-B 60 -146 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 -WARNING" Please lhomughlyrevlaw Me-A-1 ROOF TRUSSES('SEU.ER").GENERAL TERMS and CONDITIONS CUSTOMER CBUYEW)ACKNOWLEDGMENi-Mon, A Verify design pameneem and read notes on this Truss Design Dall(TDD)end Ns Anemay T. Tents, In. P.E Ralemnce Slleat before use. Unless oNerwise acted on Ma TDD. only Alpin m ep plaesabalbeusMd Me TDDMbaselid. Aa a Tress Design Engmeedig(i.e.0petlalty Engner). eMe seal on any Too represents an aceptal of Me peafessunal entneedn nesponsiblNyfor Medeaignol Me single Trussdepi[tedon Me TDD only,uMerTPM.TMtlesign assumptions. keeling conditions. suitability anessa ofMts Trussforany Building alone �gq_I memo plimus56 BuiPagbMe respmsaiNy of Ma Cwner.BmO+meys audm¢ed agent orWBuidgg Devgner,MMe cone tof McIRC, Me10C.lpal bu0dug wdeeM TPI-1. TbaaPliel lof Me , of Me eIsignerndea,ess. andoes Tba al of Me TDD mMany geld resp.1 Anthony. Tombo 111, P.E. y to am derip .intands,MeO.,, storage.seadagenlmWsing anrlse,nene my,Meialest Min, s Ma MID and! or Me Trl [,iasile, lwndruiesSolelymsellaton(M and bn2gs1u0 be Buildup Designer gMance. r T 0083 #BLuci emsin de oice and BCAamfMe TPI ide "' P.esbemsell es.Designartl tlulies OTmTruss gutlelines of McBsign Companies lMomu4an(Beiv.onerveCI) Nblianixi byolveby. CAaretligned seel en in general by solved by a agreetl upon in wnNg by aO paNesMwNN. TNe Truss Design Elypneerts NOT Ma Butld Designer,T.rT. Design Engineer e�k Tress Mng. ore 4451 St. Lucie Blvd. All apitkead Anse I-1. Oaz'grrerg i...—En_ deny bml 11mpeOaatl emmNem—as�e TN a arvFle—a.W tluvrNer,®mmese, NMl mwT.-Memo T. TonWIq P.E ForFPierce, FL 34946 Job Truss Truss Type City Ply 11/12/2018 2754 '74190 CJ5C JACK 2 1 D 12 T T 6 p N_ [7 -2X4(A1) B HB 2'10 1 E I m L A GF SEAT PLATE RED. f --- 1' --f --= 2'1*10 2'10"l -� 4'11"1'1 i Loading Criteria (psf) Wind Criteria Code / Misc Criteria Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sld: ASCE 7-10 Code: FBC 2017 RES PP Deflection in too Udell L/# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Sld: 2014 VERT(LL): 0.037 F 999 360 Loc R+ / R- / Rh / Rw l U 1 RL B 273 /- /- 1217 181 1154 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.071 F 818 240 BCDL: 10.00 Risk Category: ll FT/RT:10(0y10(10) HORZ(LL):-0.020 G - E 84 /- !- /50 /- /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.035 G - - D 130 1- /- /98 1112 1- Des Ld: 40.00 Mean Height 15.00 It WAVE Creep Factor. 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.416 B Big Width = 7.6 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.217 E Big Width = 1.5 Min Req = - Spacing: 24.0 • MWFRS Parallel Dist:0 to h/2 D Brg Width = 1.5 Min Req = - C8C Dist a: 3.00 fit Max Web CSI: 0.129 Bearing B is a rigid surface. Loc. from endwall: not in 4.50 ft Wgt: 21.0 Ibs Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.10%.21 Chords Tens.Cori Chords Tens. Comp. Lumber A-B 27 0 C-D 58 -125 Top chord 2x4 SP#2 B-C M -124 Bot chord 2x4 SP #2 Webs 2x4 SP 93 Maximum Bot Chord Forces Per Ply (Ibs) -Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X4 except as noted. B - F 44 -82 G - E 0 0 C-G 82 -36 Purling In lieu of structural panels or rigid ceiling use purling Maximum Web Forces Per Ply (Ibs) to laterally brace chords as follows: Webs Tens.Comp. Chord Spacing(in oc) Stan(ft) End(fq BC 24 0.15 1.99 G-F 42 -10 BC 44 1.99 4.97 ' Apply pudins 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. ^WARNING^ Please thoroughly review 0.-A-1 ROOF TRUSSESCSEUFR"). GENERAL TERMS and CONDITIONS CUSTOMER CBUYER') ACKNOWLEDGMENT' to.. VenN design parameters and read notes on Nis Truss Design Drawing CMD) and the AnMany T. Tambo ill, P.ERefemnm Sheet haters use. Unless otherwise stated on Me MD. only Alpo w 000rplatessllallbeuseWthe TDDbhewlld. PsaTlnss Desgn Engineemlg(i.e.Spepalty Engineer).Mowalonan TDDmpresetmamptancaof Nepmressiomiengimnn Balding isme A.t ROOF �TRU$5E5 reslxnsreatyforthedeagnofthe single Truss depictedon"Too only.under TPI-1.The design assumptions. bidding conditions. a fabi6lymxthm of this Trussforany Buhieg a Me mfponslNlilyof Me Ownef. Ne Ownelid eudgr¢ed agentortbe Buildii Designer,in the comndedthelRC.Me IBC.IocelbaDding code and V1.1. Theapprarelorthe ."m.ona ro respon53ialyaf Ne Owner. the Owreh auNmvedagent� Na Buildup Designenatne mnteriof Na lRC, dre�Bn^Iotal�W�d'wbJae.�1-uloat�WTDD Anthony T. Tombo ill, P.E. t aMCrampslagb¢P Ntfe Bui useofthe Tnas,iwM" and Nanpaaices and Truss 0083 #.Luca Tres SBv Component gaiety lri(atmetgn (BBCI)prAfSn¢d by TPl argil g0('Aaea refeRn0.N tergen¢ mXng,storage, ffON guEelinesaftse Tir1ahm _Ner¢slt, n,nyaltp DeOtbeaMestai Nftlb Desgner, Truss Design Ergmec artl Tnrss Manufachaer, uNess oNemisa defuutl hya CwaaGagreed upvnln wridrg hyag pvGes inwNed. ThaTnas oesgn Erlgineera NOT ma Ruud' Design 4451 St. Lucie BIVtl. oesgneror Trots sntem Fneer of arybwams AP aptafized Lama are m demwd h TPL1. CaV/rgMOA18AI PmlTruvee-MYmyT. TmnM III,PE ItepMWbndNbGmneatmaryfm4bpWLredwNvrtam when RmY%slnatA-I noel Truaca-NNvryT. Tanta 1R P.E Fort Pierce, FL 34946 Job Truss Truss Type Oty Ply 11112/2018 2755 74190 ' CJ5E JACK 2 1 C 12 T 6 v N tV i7 =2X4(A1) B 57 A 1 D SEAT PLATE REQ. 4n11" 11 =i . Loading Criteria (ps0 Wind Criteria Code I Misc Criteria DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Ste: 2014 VERT(LL): NA Lac R+ / R- / Rh / Rw ! U / RL B 273 /- /- 1298 1116 /111 SCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.005 D - - D 92 /- !- 1152 181 /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.008 D - - C 130 /- /- 1103 177 /- Des Ld: 40.00 Mean Height: 15.00 ft WAVE Creep Factor: 2.0 Wind reactions based an MWFRS NCBCLL: 10.00 TCDL; 5.0 psf 457 Max TC CSI: 0 B Big Width = 8.0 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Max 0393 D Big Width = 1.5 Min Req = - Spacing:24.0' MWFRS Parallel Dist h to 2h - C Big Width = 1.5 Min Req = - • CBC Dist a: 3.00 itMax We CSICSI: 0..000 Web : . Bearing B is a rigid surface. Loc. from endwall: not in 9.00 It Wgt: 16.8 Ibs Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Camp. Lumber A-B 27 0 B-C 58 -145 Top chord 2x4 SP #2 Bat chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Purling Chords Tens.Comp. In lieu of structural panels or rigid ceiling use pulling B - D 0 0 to laterally brace Chords as follows: Chord Spacing(in DO) Start(ft) Ert BC 58 0.15 4.97 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional CBC member design. Left bottom chord exposed to wind. 'N/ARNING^ Please Mamul review Me -A-1 ROOF TRUSSES(-SEt1ER'). GENERAL TERMS and CONDITIONS CUSTOMER CBUYER') ACKNOWLEDGMENT' form. d Verily design parameters and mad rates on Nis Truss Design Drawing(TOD) and the AnVwny T. Tombe ill, P.E. Refemnce sheet bebre use. unless orhemise salad an the TDD, ody9 MA-1 raunectar plates slat be used for Me Too to be valid. Asa Truss DesignE nneal le. Smal ly Eugineee.Mesent an any Too represents an acceptance of Me professlaral elgineervl Me Tmesdepleed tie TODonP/.undet W4l.Thedesignaswmptions. hall conditions. swtabiliy and use alloys Truss lorerry Building is Me ROOF �sTnD55E5 responsibility br Me design of single on Boding is Me responsibility or Me owner, the Cano's theorized agentor Me guide, Designer, in to centea ofthe IRO. the IBC. loml building code and TPl-1. ToaPilah lol Me- ..nw.�..a or Me Boeing of e Idealonial of code and TPI-1. The ha in Me lity Me and s gold tie Anthony T. Tombo III, P.E. of Mled Me reasonabier. use of therT s, IncMe luding handling, storage. brage. Insulation and bacin9 shall beain Building Designer contractor. Al nods se out o dTDD antl practicee and Truss # 80083 guidelines of Me Beleling Component Safety Infemlagon (BSCI) published by Mao SBCA are m(erenrotl for general guidance. TPI-1 defines Me respoasibilites and duties alone Designer. Truss Design Engineer and Truss Manufacturer, unless omewdse defined by a Cmbad agreed man In annual by all pates inwhad. The Truss Design Engineer is NOT Me Buildi 4451 St. Lucie Blvd. Designer or rm:: symem EngMcer arany banding. Ataal.uxedlannuaraasdenneaslTPI-1. GpytlgNO ]0180.1 RmlTrvvm-PMrmy T. Tomb III. PE Repm,v an dtloa Eounuo ,hanyrmm, isryMIdIMwYhou[Ou wrinen penal ofA-1 eanl Tru—s-Moony T. TanM III, P.E. Fort Pierce, FL 34946 Jab Truss Truss Type City Ply 11/12/2018 2756 '74190 • CJ5P JACK 2 1 C12 T 6 v (V cD h E=2X4(A1) B 57 A D SEAT PLATE REQ. 4'11"11 , Loading Criteria (I Wind Criteria Cade / Misc Criteria DefI/CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Code: FSC 2017 RES PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL 10.00 Speed: 160 mph TPI Std: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL B 273 /- /- /298 /116 /154 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA BCDL 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.005 D - - D 92 /- /- /152 /81 /- EXP: C KzD NA Plate Type(s): HORZ(TL): 0.008 D - - C 130 P /- 1103 1116 /- Des Ld: 40.00 Mean Height: 15.00 It WAVE Creep Factor. 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 pat Max TC CSI: 0.3 B Brg Width = 7.6 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Maz BC CSI: 0.393 93 D Brg Width =1.5 Min Req = - Spacing: 24.0' MWFRS Parallel Dist:0 to h/2 C Brg Width = 1.5 Min Req = - C&C Dist a: 3.00 it Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 4.50 it Wgt: 16.8 lbs Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 1 VIEW Ver: 18.02,00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 58 -145 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp. In lieu of structural panels or rigid ceiling use puffins B - D 0 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 58 0.15 4.97 Apply puffins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C _ member design. Left bottom chord exposed to wind. ^WARNING^ Please thoroughly raWewMe'A-1 ROOF TRUSSESMEUER'). GENERAL TERMS and CONDITIONS CUSTOMER CBWER') ACKNOWLEDGMENT" fi verify design parameters am read notes on Nis Tines Design Drangg(Too) aad ee AnMvry T. Tombo 111. P.E.Referenm S5 tbeWeu .UnlessoNe sesutl on Ne TDD.O*Alpin conne"platys shoe be used for tla TOO m be valid As a Tuns Design Engraving (i.e. Spend, Engineer), Me seal on any Too represents an ansptarwe of Me professional enaineafin res,arebtyfor the design of Me single Trussdepidedor Me TDD ONy,under WIA.ThedesenassumpdorM,b�ingmM�dma,swlabiGry and ussofesis Trussforary Bolding feMe A-1 ROOF �TI111$$E5 Bugdre, nrue responsSllnid Pe Ownal. Me Ownefs auRlmized agentwlhe Bulling Devgner,atice canted of NelRC. rue IBC.Ipal bYJdbg rode aM TPI-1. Theap rnodidf Me .wmm.a�e respons3i4ry of theOmer, the OwnefaeuNmzM aBenl orthe Bolding Designer.Mme meted of NeIRC. McIBD, Ioml building rode aM TPI-1. Theapprevaldrue TDDaMaMfied handling, instagagon aM bracug slag ba tla responsibility afros Baud'vg Designer and ConUacdr. AllwtessetwtNNa TDD.WMaprelicesand Anthon T.Tombo 111, P.E. y use of the Tross.indutivg storage. guidelinssofrue Bwldug Component Bafetylnfcm Wn(BBCI)pubris by TPIaMSBCAa mMmnmdfergeneralguidanm. TP ldef Neresp mibilidesaMduWsofd Truss #80083 Designer. Tnas Design Engineer and Truzs Manufacturer, unless oNemiso defined by a Cmbad agreed ,on in ening by an Asides Me Ned The Truss Design Engineer is NOT Me Build 4451 St. Lucie Blvd. Nsigneror Tmu SV,Iem Engineerotanybwlding. Ao waUraM temta are ae aeened'a TPI-1. GgydgMO'A18M1R Try -Mrs MT.TmWIII,PE Repro]utlbnal N'ndmmm{in anylotm.6pNVNW MNun PewMm pvmliSM or A�1amfTww-MdmyT. TmnW III. P.E Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply 11/1212018 2869 + 74190 D01 COMN 1 2 -tra•3 I a3.13 B1.sx5 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Load Duration: 1.25 Spacing: 24.0 " SEAT PIATE REa H*-I Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist:0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x6 SP 2400f-2.0E Webs 2x4 SP #3 :W5 2x4 SP #2: :W6 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 @ 3.50" O.C. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row, to avoid splitting. (1) 1/2" bolts may be used for (2) 0.131"x3', min. nails on The Bottom Chord Only. Special Loads --(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25) TC: From 60 plf at -1.00 to 60 pit at 7.13 TC: From 30 plf at 7.13 to 30 plf at 11.38 TC: From 60 pit at 11.38 to 60 pit at 19.70 BC: From 20 pit at 0.00 to 20 plf at 7.13 BC: From 10 plf at 7.13 to 10 pit at 19.70 BC: 26051b Cone. Load at 7.13 BC: 1033 lb Cone. Load at 9.06,11.06,13.06,15.06 BC: 1034 lb Cone. Load at 17.06,19.06 Purling In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Stad(ft) End(ft) TC 24 11.38 19.70 BC 120 0.15 19.70 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. ^WARNING" Please thoroughly review the'A-i ROOF TRUSSES Vainly design parameters and read notes an Nis Truss Design Drawing (TDO) mnnecmr plates shaA be used forthe MD to be valid As a Tmss Design Err resoonsibiliN for Me desire of Me simoss Truss de0ided on the Too only. un& 5! 111033 2�Z1033p Y�r1034 Z�1� 26050 ta3M 10334' 1039# Code / Misc Criteria Deft/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc LldeO L!# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.101 K 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: No VERT(CL): 0.200 K 999 240 B 4208 /- /- /- 11861 1- FT/RT:10(0)/10(10) HORZ(LL): 0.019 H - - G 5979 !- I- /- 12158 !- Plate Type(s): HORZ(TL): 0.037 H - - Wind reactions based on MWFRS WAVE Creep Factor. 2.0 B Big Width = 7.6 Min Req = 1.7 Max TCCSI: 0.709 G Big Width= - Min Req = - MaxBCCSI: 0.516 Bearing B is a rigid surface. _. Bearing B requires a seat plate. Max Web CSI: 0.833 Maximum Top Chord Forces Per Ply (Ibs) Wgt: 282.8 lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 18.02.00.1016.21 A-B 13 -10 D-E 705--1779 B-C 1840-4168 E-F 705 -1779 Hangers/Ties C - D 1202 -2802 (J) Hanger Support Required, by others Wind Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. B - K 3680 -1613 I - H 2492 -1064 K- J 3647 -1599 H- G 0 0 J -1 3647 -1599 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K-C 1497 -654 E-H 104 -136 C -1 712 -1538 H - F 2968 -1176 D-1 2186 -989 F-G 980 -2431 D - H 628 -1250 horyL Tambo III, P.E. Reference sheet be s. S x nally Engineer). Me seal on any Too i e deagn assumptions, loading conditions, su ssigner. in Me concert of Me Re. the IBC. Ira context of Me IRC. the IBC, locel building cal Ibit y of Me Building Designer and Cantradoi CAare referenced for general guidance. Tr Commad agreed upon In wnbng by all paides ACKNOWLEDGMENT` form. d �as A-1 ROOF mTR055E5 Anthony T.Tombo III, P.E. # 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type Oy Ply 11/12/2018 2757 1-74190 D02 COMN 1 1 1 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" Lumber Top chord 2x4 SP #2 Bat chord 2x4 SP #2 Webs 2x4 SP #3 SEAT PLATE RED. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C KzC NA Mean Height: 15.00 ft TCDL' 5.0 psf - BCDL: 5.0 pi MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Purling; In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.64 19.45 BC 88 0.15 19.45 Apply purling to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers 1 Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right and vertical exposed to wind pressure. Deflection meetsU360. 95'11 — 1111.5X4 1113X4(R) =JX4 -ox. =one 19'1 Code / Misc Criteria Defl/CSI Criteria Code: FBC 2017 RES PP Deflection in lac Udefl U# TPI Std: 2014 VERT(LL): 0.030 J 999 360 Rep Factors Used: Yes VERT(CL): 0.059 J 999 240 FT/RT:10(0)/10(10) HORZ(LL): 0.010 H - - Plate Type(s): HORZ(TL): 0.021 H - - WAVE Creep Factor: 2.0 Max TC CSI: 0.364 Max BC CSI: 0.976 Max Web CSI: 0,966 Wgt: 109.2 Ibs - VIEW Ver: 18.02.00.1016.21 I ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw I U / RL B 846 /- A /591 /189 1335 G 770 /- /- /462 /326 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 G Big Width =- Min Req = - Bearing B is a rigid surface. Bearing 6 requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 D-E 481 -601 B-C 663-1222 E-F 481 -601 C-D 546 -936 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-J 1032 -912 I-H 783 -657 J - 1 783 -657 H - G 170 -156 Maximum Web Forces Per Ply (Ibs) Webs Tens.Corl Webs Tens. Comp. C-J 306 -300 E-H 301 -340 D-J 404 -78 H-F 857 -574 D-H 208 -258 F-G 530 -726 -1VARNING- Please Noroughly review the -A-1 ROOF TRUSSES('SELLER"), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER-) ACKNOWLEDGMENT" to.. A War, design parameters and read notes on the Toss Design Orawblg (mO) and Me AnMOty T. Tombs Ill. P.E. Relerenw Sheet before use. Unless ogle ishe sfeled on Me TOO, only Alpin .ane=rplaws shall be used for the TDD to be valid. Asa Truss Design Engineemg(io.Spedaly Engineer). Ne seal an any Too represents an acceptance of the pnobasional engineenp -A-L RODE responsibility for to design of Me single Truss depicted an the TDD only, under TPl-I. The design assumplions, loading conditions. suitabitiy and use of his Tons; br any Building is Me �OTRD55E5 Building M Me tesponshifiry of Me Owner, Me Owners auf(wraed agent"" Budding Designer, in Me contest ofthe lRC, McIBQ local building code and TEM. Thsepprovalof Na .wmm.w+a hoponsibiliyoflhe Ownep Me Owners authorized agent or line Building Designer. in the context of the IRC. Me IBC, local building code and TPI-1. The approval clubs TDD and any field Anthony. Tombo Ill, P.E. use oftbe Truss, including handling, storage. Mineralantl bracing chat be Me responsihiliry offs, ButdingDesgner, and Conbatlor. Nimtessetoutin Me TDDand Mepmacesand y guidelines of We Building Component Safety lnfomdgont9SCl) published by TPI and SSCAare referenced for general guidance. TPI-ldefines MeresponsibUiUe anddude oflha Tmss #80083 Designer, Toss Design Engineer and Truss Manufachrer, unless sushi defined by a Coneraal agreed upon in wslbng by all parties invall The Tmss Design Engineer is NOT Me Belifir 4451 St. Lucie Blvd. DesignererToss System EtgM rofaMbuilding. Mcapmred Madareasdefinedin'r 1. FL 34946 CmMOM®M(6 AiRwl Tnsus-Mill T.TonOU In. EPeanductun offted—eµinanylmm.K pMlbited Without the rmEen asessaenof A-1 Rm(Tsses u-NMary T. Turned111. PE Fort Pierce, Job Truss Truss Type Oty I Ply 11/12/2018 2758 74190 D03 COMN 1 1 SEAT PLATE REG. Loading Criteria (par) Wind Criteria - TCLL 20.00 Wind Std: ASCE7-10 TCDL 10.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt NA Des Ld: 40.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0" 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 Lumber Top chord 2x4 SP 42 Sot chard 2x4 SP #2 Webs 2x4 SP #3 :Rt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.00 11.33 BC 119 0.15 19.45 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. 2.4- —T 8.1.6 � =4X4 =sx4=sx4 =anti Code / Misc Criteria Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE 19'5"6 Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.042. K 999 360 VERT(CL): 0.102 K 999 240 HORZ(LL): 0.0181 - - HORZ(TL): 0.036'I - - Creep Factor: 2.0� Max TC CSI: 0.356 Max BC CSI: 0.982 Max Web CSI: 0.174 Wgt: 95.2 Ibs VIEW Ver: 18.02.00.1016.21 ♦ Maximum Reactions (Ibs) Gravity Nan -Gravity Loc R+ / R- / Rh / Rw / U / RL B 846 /- /- /550 1174 /189 H 770 /- /- /456 1148 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 H Big Width =- Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A-B 27 0 E-F 5% -968 B-C 730-1260 F-G 707 -1130 C - D 577 -976 G - H 724 -1237 D-E 586 -815 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - K 1074 -598 J - 1 815 -328 K-J 815 -328 I-H 960 -537 C Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-K 308 -327 E-1 223 -81 D-K 282 -73 I-F 245 -213 -WARNING— Please thoroughly review Me'A-1 ROOF TRUSSES CSELU3R7), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGMENT` form. Verify design parameters and read notes on this Tress Design Drown,, (TOD) and the Anthony T. Tombo ill, P.E. Refemnce Sheet bafine uae. Unless olhendae slated on Ne TOD, only Npin asnnector plates shall be used brute TOO to be valid As a Truss Design Engineering (i.e. specully Engineer). the seal on any TOD represents an acceptance of Me professional engineerin MA-1 RRRF responsibility far Me design ofMe single Truss depicted oa the Too ad,, under TPI-1. The design assumptions, bsQng conddlons, suitability and useaf this Truss for any Budding is the #®TRUSS6 Building is the responsibility of Me Owner, Me Owner's authorized ag.t.r Me Building Designer, in the context of Me IRC, the IBC, least building code and TPI-1. Theappmvalof Me ••�•�� responsibility of the Owner, Me Owners authorized agent mthe Building Designer, in Me contend of Me IRC. Me IBC, local building code and TPI.1. The approval of Me TOD and any field Anthony. Tombo III, P.E. e of the Truss, trotting handling, storage, installation and brecing shall b , Me responsibi fty of the Building Designer and Contractor. All notes set out in the TOD and the practices and y guidelines of Me Building Component Safety lnbrmadan(BSCI) published by TIP! and SECAare referenced for general guidance. Tal-1 defines the responsMnfies and duties of the Truss #80083 Designer, Truss Design Engineer and Truss Manufacturer. unless otherwies definetl by a contract agreed upon In writing by all parties brvahad. The Truss Design Engineer is NOT Me Burain g 4451 St. Lucie Blvd. Cosigner or Truss System Engineer of any Malting.Allaspllakeed terms are as defined In TPLl. Pe Fort Pierce, FL 34946 Job Truss Truss Type Qly Ply 11/12/2018 2759 74190 ' D04 COMN 1 1 I n 1 yr SEAT PLATE REQ. Loading Criteria (par) Wind Criteria TCLL 20.00 Wind Sid: ASCE7-10 TCDL: 10.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt NA Des Ld: 40.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0" MWFRS Parallel Dist: hi to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :Rt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' Purling In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Slart(ft) End(ft) TC 24 7.00 13.33 BC 95 0.15 19.45 Apply pudins 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. 6'4" i— 6'1.6 --1 Sa4X6 IIILSX4 =snw =sna 19'5"6 Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udell U# Gravity Non -Gravity TPI Sld: 2014 VERT(LL): -0.040 E 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.063 1 999 240 B 846 /- /- /551 1352 1150 FT/RT:10(0)/10(10) HORZ(LL): 0.023 E - - F 770 /- /- /457 1313 /- Plate Type(s): HORZ(TL): 0.034 E - - Wind reactions based on MWFRS WAVE Creep Factor: 2.0 B Big Width = 7.6 Min Req = 1.5 Max TC CSI: 0.427 F Brg Width =- Min Req = - Bearing S is a rigid surface. Max BC CSI: 1.000 Bearing B requires a seat plate. Max Web CSI: 0.169 Maximum Top Chord Forces Per Ply (Ibs) WgC 86.8 lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.00.1016.21 A-B 27 0 D-E 655 -1114 B - C 674 -1206 E - F 692 -1210 C - D 660 -945 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 999 -507 H - G 1004 -505 I - H 1004 -505 G - F 935 -463 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-1 264 0 G-D 263 -7 C-G 151 -182 ^WARNING' Please thoroughly review Me'A-1 ROOF TRUSSESCSELrER"), GENERAL TERMS and CONDITIONS CUSTOMER CBUYER") ACKNOWI.EOGNi form. Verity design parameters and read notes on this Truss Design Wareing (TOO) and the Anthony T. Tombs ill, P.E.Reference sheet bdad use. Unless otherwise slated on the TOD, any Alpin connectar plates Stall be used forthe TOD to be valid. As a Truss Design Engineer'ig(i.e. SpesalN Engineer),Meseat on any Too represents an amaplance or Pe professional engineeim =q-s ROOF responsibility for Me design of Me single Truss depicted on the TOD only. under TPIA. The design assumptions, loading conditions. suitability and use of his Truss for any Building is the =iRr155F5 Building is Me responsibility ofthe Chinni Pe Ouri audmreed agent or the Building Designer, in Me context ofthe IRC, Mel Si local building code and TPIA. Theapproval of the esponsiblliy of the Owner. the Owners saturated agent orthe Building Designer.inlhe content ofdle Ill the IBC, local budding code and TPI-1. The approval of the TDD andanyfek AnthonyT. Tombo ill, P.E. use oftha Tmss.istuding handling, storage, Installation and heeling shall b, him responsibiliy ofthe Building Designer and Contractor. NlnotessetmLLinthe TODandthepradieesand guidelines of the Building Component Safety Informatiin(BSCI) published by TPI am SECA are referenced for general guidanco. TPI-1 def es the responsbilities and dudes of the Tmss #80083 Designer, Tmas Design Engineer and Tmss Manufacturer, unless onershe deshad by a Contract agreed upon in wnErg by all pates inwived. The Tmss Design Engineer is NOT Me Buildi 4451 St. Lurie Blvd. DesignerorTrue, system Engineer of any building. Aural>ilaliaedterm: are as dermea:rTPl-t. Fort Pierce, FL 34946 ry en 9Pme L1 Rmf Tosses-Me—T. Tombo III. P.E. ReW WeWm M Wz GcamenLd•ariY lmm, is prdilEiledw.NON the writlen armiuimo/Mt RoolTruzsn-PnVarry T. Tcmbo I0. PE Jab Truss Truss Type Oh Ply 11/12J2018 2811 74190 ' D05 COMN 1 1 E=4X4 SEAT PLATE RED. Z6'4 1019# 1578 t•]•1D 99]# Loading Criteria (psf) Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/defl U# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Sld: 2014 VERT(LL): 0.060 D 999 360 Lee R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Varies bi, 656M@L): 0.120 D 999 240 B 1824 /- /- f- /777 /- BCDL: 10.00 Risk Category: It FT/RT:10(0)/10(10) HORZ(LL): 0.015 C - - N 1808 /- /- /- [761 /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.030 C - - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height: 15.00 ft WAVE Creep Factor: 2.0 B Brg Width = 7.6 Min Req = 1.5 NCBCLL 10.00 TCDL: 5.0 psf Max TC CSI: 0.434 N Brg Width = - Min Req = - Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.970 Bearing B is a rigid surface. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Bearing B requires a seal plate:. C&C Dist a: 3.00 ft Max Web CSI: 0.477 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it Wgl: 117.6 lbs Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 A-B 27 -20 E-F 693 -1654 B - C 996 -2360 F - G 762 -1836 Lumber C-D 883-2153 G-H 85.3 -2020 Top chord 2x4 SP #2 - D - E 693 -1653 H - 1 881 -205B Bot chord 2x6 SP 2400f-2.0E _ Webs 2x4 SP #3 Maximum Chord Forces Per Ply (Ibs) :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Chords Tens.s.Comp. Chords Tens. Comp. Special Loads B - M 2066 -855 K - J 2057 -872 --(Lumber Dur.Fac 1.25/Plate Dur.Fac=1.25) M-L 2215 -932 J-1 1785 -747 TC: From 60 plf at -1.00 to 60 plf at 19.45 L - K 2057 -872 BC: From 20 plf at 0.00 to 20 plf at 19.45 BC: 10191b Cone. Load at 2.52 BC: 997 lb Cone. Load at 17.81 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins 845 C - M 773 -201 L - F 381 -332 In lieu of structural panels or rigid ceiling use puffins M - D 73 F - J -246 to laterally brace chords as follows: ' 747 -1067 J - G 747 -246 D - L 1067 Chord Spacing(in oc) Start(ft) End(ft) 255 E - L 1252 -467 TC 24 5.00 7.58 TC 24 12.75 15.33 BC 120 0.15 19.45 Apply puffins to any chards 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. -WARNING- Please thoroughly review the'A-1 ROOF TRUSSES CSELIFR"). GENERAL TERMSand CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGMEM'farm. Ne TDD, Mpin verify design parameters and read notes an Nis Times Design Dudvdlg (Too) and t1le Antllony T. Tombo III, P.E Reterenm Sheet before use. Unless oNemdse slated on onty Sunni plates shall beusedforlhe TDD Wbevalid. Asa Tmss Oesgn Engineelvlg(i.e.spedalry Engmeer),Ne walonanyTDD represenean acceptance of the professional engineerin �q.r NOOF msponsixityfor Me design of tie single Tmss deplded on Vie TDD only, under T 14.The design assumptions, loading donations, suitability add use of this Truss for any Building is tie Uwner.Me Dvmers agent or the BuJd'vlg Designer, in tie comexlafthe IRC, Me LBO, local budding mole add TPIA. Theappmraloftie _TRO55F5 •• �•m Building is tie respasubllily of the authorized responsibility ofum Owner. the Owners authorized agent or the Building Designer. in tie context of Pe IRC, Me IBC, local building code and TP1-1. The appravalorme, Too and anyfeltl budding be We responsibility of the Building Designer and Contractor. All notes set m4 in the TDD aM tie Pmctims antl AnthonyT. Tombo Ill, P.E. y e of the Those, indi ding handling, storage, installation and shall guWelinesoftie Building Component Safetylahm tion(BSCI)publisbedby TPIaMSBCAammferencedrorgenemlWidanca. TPI-1 defines tie responsibirties and duties Store Times Designer, Tmss Design Engineer and Trues Manufacturer. unless demansdefined by a Contract agreed upon in vmdng by all probes involvM. The Tmss Design Engineer is NOT tie Suldin #80083 4451 St. Lucie Blvd. Designerar Tmss System Engineer ofany building. MmoV112Mme areasdefinedin Wi.l. CmMgM01616MI RwrTrusssz-AnNmy T. TomMIII.PE RepMuclbn WNK Emment'el any di apMJbYadwiNM NexnMn pe,masbnot Ml RmrTrusez¢-MVwny T. Tcmbo ill, Re. Fort Pierce, FL 34946 Job Truss Truss Type QO' . Ply 1 11/12l2018 2760 74190 V D06 CO IN 1 1 �- T7" 77' 1 1=2X4(A1) Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzb NA Des Ld: 40.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0MWFRS Parallel Dist: 11/2 to h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chard 2x4 SP #2 Bol chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid Ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 105 0.13 15.04 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers I Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. D III1.5X4 162" Code / Misc Criteria Def11CS1 Criteria ♦ Maximum Reactions (Ibs) Code:FBC 2017 RES PP Deflection in loc Udell U# Gravity Non -Gravity TPI Sid: 2014 VERT(LL): 0.008 D 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.015 D 999 240 A 607 /- /- /361 /243 1145 FT/RT:10(Ou10(10) HORZ(LL): 0.009 D - - C 607 /- /- 1361 /243 /- Plate Type(s): HORZ(TL): 0.013 D - - Wind reactions based on MWFRS WAVE Creep Factor. 2.0 A Big Width = - Min Req = - Max TC CSI: 0.599 C Big Width = - Min Req = - Max BC CSI: 0.993 Maximum Top Chord Forces Per Ply (Ibs) Max Web CSI: 0.129 Chords Tens.Comp. Chords Tens. Camp. Wgb 53.2 Ibs A- B 484 -846 B - C 484 -846 VIEW Ver: 18.02.00.1016.21 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-D 678 -288 D-C 678 -288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - D 338 0 -WARNING— Please lboroughly rai to'A-1ROOF TRUSSESCSEUER'), GENERAL TERMS and CONDITIONS CUSTOMER (BUYER") ACRNOWLEDGMENT" flans. Verify toogn Parameters We read notes on Nis Tuss Design Drawing(TOO) and dot Meany T. Tombo ill, PE. Refdrenue Bbeetbefve use. Unless othervdse slaiedonsir TOD, onty Alain IA-1 mvmctar Floods sba0 be used for to TOD m be valid. As a Truaa Design Engmeertg(i.e.Sperally Engineer), to Seal w any Too national an e¢aplarde of the pmesousial angmeerin Truss depicted on Me Too oNy, under TPM.mm design assumpans, adding candlliom. suiUbiGty and use of loch Trust forasy Building is the ROOF �TND55E5 respons'Elliryfor dmdes�ofMe single Bundin,diberesper b!Utyof NeO er,me Omrersaup edagentwd BuSdeg Designer,hldmmrlte#of NeIRC.Me IBC.1=1 uddirg Meand TPI-1. The approval of respons311ryafoac"ondn Vie Owneta euNor'vdA agentaem BUJdhg Ddsigner,m Na mnte loll Na IRG. NeIBC, bt lbui�ig Meats TPF1. Thoepprovalofda TODarMalrygeW Truss. hltltlud'vg baMGrg, instaAation and bmdng saa0 be gm responsitigly Wdle Build'eg DesignaraM Contractor.Mroks salMNNe TDO end Ne pmrlicesaM Anthony T. Tombo Ill, P.E. rase of iha struage. as Othe Tess ollna B eomponenl Udommgan (Bandeas M shed by rPl a�tl $aaAdre refaren Mar general by aft rPl-t deflre Tre rase Design Engineer aaagreed uponNwri4rg by all paNes hrvoNed. TM Trim Design ElgincerSNOTiIia Build 0083 # Lucia 4451SLo Dearams. okin T. Designer. True Desgn Erg'meereMT�ManuMCWmr.uNdioNem$edefedill Designvarruss srsltm Enghee faro bwdilg. An zPrar ea mnre era atmr varPl-1. Gme`gNON118A1RmrTuima-MNmyT. Tamto W.PE RepeN9Mafpds6 rant ilam'tam,KPWIVINMdat Ne wriEn Pwr?¢vmelA-1 ROY Truav-MamyT. Tvroe111.P£ FI_U114 Fort Pierce, FL 34946 Job Truss Fwsspe Oty Ply 11/12/2018 2761 74190 ' D07 1 1 f- 7'-1'2"7' :4X4 T2 B C D;4X4 F III1.5X4 15'2" Loading Criteria (ps0 Wind Criteria Code I Misc Criteria De0/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Std: 2014 VERT(LL): 0.028 B 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.061 B 999 240 A 607 /- /- /364 /243 1134 BCDL: 10.00 Risk Category: II FTIRTAO(Op10(10) HORZ(LL): 0.019 C - - E 607 /- /- /364 /243 /- EXP: C Kzb NA Plate Type(s): HORZ(TL): 0.028 C - - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height: 15.00 It WAVE Creep Factor: 2.0 A Brg Width = - Min Req = - NCSCLL: 10.00 TCDL 5.0 psf Max TC CSI: 0.492 E Brig Width = - Min Req = - Load Duration: 1.25 BCDL: 5.0 psf 0997 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0" MWFRS Parallel Dist: h/2 to InMax BC CSI: . Chords Tens.Comp. Chords Tens. Comp. C&C Dist a: 3.00 ft Max Web CSI: 0.127 Loc. from endwall: not in 4.50 ft Wgt: 54.6 Ibs A - B 527 -862 C - D 568 - 692 GCpi: 0.18 B-C 568 -692 D-E 527 -862 Wind Duration: 1.60 VIEW Ver. 18.02.00.1016.21 Lumber Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2:T2 2x6 SP #2: Chords Tens.Comp. Chords Tens. Comp. Bot chord Zx4 SP #2 A - F 699 -334 F - E 699 -334 Webs 2x4 SP #3 Purlins Maximum Web Forces Per Ply (Ibs) In lieu of structural panels or rigid ceiling use puffins Webs Tens.Comp. to laterally brace chords as follows: C - F 334 0 Chord Spacing(in DO) Start(ft) End(ft) TC 24 7.00 8.17 BC 108 0.13 15.04 Apply puffins 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. "WARNING— Rates thoroughly review the-A-1 ROOFTRUSSES CSELLEW), GENERAL TERMSand CONDITIONS CUSTOMER ("BUYER-) ACKNOWLEDGMENT' form. e Very design parameters and read notes on this Truss Design Damns (TOD) and the Anthony T. Tombo Ill, P.E. Reference Sheet Were use. Unless otherwise stated on the TDD, ontyat, connector plates sM1all be used roc the TDDbbe valid. As a Truss Design Engine,hg(ty Specialty Engineer). to seat on any TOD represents an aaepfance of thepmkssional eng�needr, pGnF tesponubiliryforthedeslgn ofthesingle Trussdepictedpn the TDDonly, under TPl-1.The design assumptions, loading condhions, sudabilityand paper this Trussforany Building isthe �OTRUSSM Building is the responsibility of the Oar, the Owners authored agent or The Bulling Designer, in the spread of thelRC, gee IBC. local building case and TPVI. Theapprevalofthe responsibility of the Owner, the Owners authorge authorized Binding Designer, In the contend of the IRC, the 2C, local building code antl TPl-1. The appewal of the Too aMany food Anthony. Tombo Ill, P.E. use of the Truss, induding handling, storage, installation and basing shall be the responsibility of the Building Designer and Contrador. All notes set out in the TDD and the practises and y guidelines of Ne Building Component Safety Warrention(BSCI) published by TPI and SBCA are referenced forgeneral guidance. TPI-1 defines the responsibilites and duties ofthe Truss 980083 Designs, Truss Design Engineer and Truss Manufacturer, unless itherwise lefinel by a Contrast agreed upon in wrung by all parties involved. The Truss Design Engineer is NOT the Builtir 3 4451 St. LUCID Blvd. cr—.lROLlte A-ta Rmf Trews-AntronvT.TommlllT..P.E'Rainsoucwn"'Iaaf NizelwurroMh-1tum.agMlG4d—ut Ne wriEen Prosomnof AA Rwf ir,¢ves-PNM,ry T. Tors III, PE. Fort Pierce, FL 34946 Job I Truss Truss Type Qty Ply 11/12/2018 2805 74190 D08 I HIPS 1 1 1 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' Lumber Top chard 2x4 SP #2 Bot chard 2x4 SP #2 Webs 2x4 SP #3 21M 13011, 1380#+ 216# 1 5'0.6 �(- 2'0.6 -}-O•Z0.6 --� 50.6 a4X6 12 6=6X6 C 6 p =axa(Al)^ D_4x4fAl7 1 F E G SEATPIATERED. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP:C Kzt NA Mean Height: 15.00 it TCDL: 5.0 psi BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 8 Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 60 p8 at 0.00 to 60 pit at 5.00 TC: From 30 plf at 5.00 to 30 plf at 10.17 TC: From 60 plf at 10.17 to 60 pif at 15.17 BC: From 20 plf at 0.00 to 20 pit at 5.03 BC: From 10 plf at 5.03 to 10 pit at 10.14 BC: From 20 plf at 10.14 to 20 plf at 15.17 TC: 216 lb Conc. Load at 5.03.10.14 TC: 130 It, Conc. Load at 7.06, 8.10 BC: 221 lb Conc. Load at 5.03,10.14 BC: 921b Conc. Load at 7.06, 8.10 Pudins In lieu of structural panels or rigid ceiling use purilns to laterally brace chords as follows: Chord Spacing(in oc) Start(0) End(fl) TC 24 5.00 10.17 BC 75 0.15 15.02 Apply puriins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. SEAT PLATE RED, 1 92#1 4 2211 221# 92# Code / Misc Criteria Deg/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udell L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.059 F 999 360 Loc R+ / R- / Rh l Rw / U / RL Rep Factors Used: Varies lo WtPML): 0.119 F 999 240 A 1162 1- b /- 1501 1- FT/RT:10(0)/10(10) HORZ(LL): 0.029 E - - G 1162 /- P I- 1501 /- Plate Type(s): HORZ(TL): 0.057 E - - Wind reactions based on MWFRS WAVE Creep Factor. 2.0 A Brg Width = 7.6 Min Req = 1.5 Max TC CSI: 0.908 G Brg Width = 7.6 Min Req = 1.5 Max BC CSI: 0.979 Bearings A & D are a rigid surface. Bearings A & D require a seat plate. Max Web CSI: OA35 Maximum Top Chord Forces Per Ply (Ibs) Wgt: 64.4161 Chords Tens.COmp. Chords Tens. Comp. VIEW Ver: 18.02.00.1016.21 A-B 928-2088 C-D 930 -2084 B - C 783 -1838 Maximum Bot Chord Forces Per Ply (IDS) Chords Tens.Comp. Chords Tens. Comp. A-F 1803 -789 E-D , 18M -791 F-E 18V -785 ' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-F 347 0 E-C 354 0 B-E 18 0 —WARNING^ Please 9noroughlyreview the-A-1 ROOF TRUSSES('SSU_ER-). GENERAL TERMS and CONDITIONS CUSTOMER (BUYER") ACIUOWLEDGMEN I- tons. Verily design paaaolels and read notes on Nis Truss Design Drswbg(TDD) end es AnNsry T. Tombo ill, P.E. Referen®Sheet Delore use. Unless oNelwise stated on Ne TDD, only Alpin mnne r platos shaft be sO W( TDD to he v W. M aTruss Design Engrannlg o.e. Specialty Engineer), the seal on any Too represent an ascepmnce of the professorial engineedn A-r ROOF 36TRUSSE5 responsceity Win. daspn of1he single Truss depism on rile Too only. under TPpt.Ttro design asseepilona,:oading condition, sudabmry and use of Ins Tessa loran Building is tie B 1Smg'¢Ne responsDlgly of Ne Owner,maO.mets autlwized agentsthe Buld'ulg De4gner, in the canaO of Ne IRC, the lBC.loral buiW'ug rude aM TPI-1. TbeaPPnmdl rspons3�TN of the Omer, the Omwfa autllPaN agenlstla Buildug Resigner.mNewnteV of NeIRC, tlIa IBD.bal Wilding code aM TPI-1. TheapsoPalol#g TODandamyfield Anthony Tool III, P.E. %r use of#re Tnlss. Missing handing. staage, insallyoxi and basing ahau be therespanebOy ofere 6ug#ag Designer ner and ConM noes set not a tie Too am me p2d� iand Truss #80083 gutleWsof the BwW'rug Compolcenlsafery 4darmatlon(BSCG pub4slN 6y TPIaM SBCAare relerensd lorgmnral guitlance. TPI-t def Ne asponslWNes anJ duties of the Designer. Truss Design ErgineeraM Truss Mararnobrer.uJts.taennse defined or a Contrast agneed upon In voting by ag parties involved. Ta TluseD 11- Erginear is NOT Me Saran 4451 St. Lucie Blvd. oen,narmT sssyaalnEn,seerpfanybuaaalg. Abc�irarasa m,lm ®e ac aer.,adb TPp1. CwpFyl¢OAfe ht qwl Tuun-MYuny T.Tmda III. P.E RepW,tlM olpea dvmaLLF aryfam.b prluLledwOlub Neenmm IenlrmsYntlMl RmrT�w-MamyT.TmAolll, P.E Fort Pierce, FL 34946 Job Truss Truss Type Oty I Ply 11/122018 2806 74190 D09 I COMN 1 1 Loading Criteria (pe0 TCLL: 20.00 TCDL: 10.00 SCLL: 0.00 BCDL: 10.00 Des Lit: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0' Top chord 2x4 SP #2 But chord 2x6 SP #2 Webs 2x4 SP #3 Special Loads Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist:0 to h2 C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 -(Lumber Dur.Fac. 1.25 / Plate Dur.Fac =1.25) TC: From 60 plf at 0.00 to 60 pit at 2A6 TC: From 30 plf at 2.46 to 30.pit at 5.00 BC: From 10 plf at 0.00 to 10 plf at 5.00 TC: 85lb Conc. Load at 2.49 TC: 53lb Conc. Load at 4.52 BC: 607 lb Conc. Load at 2.06, 4106 BC: 1021b Conc. Load at 2.49 BC: 43 lb Conc. Load at 4.52 Purling In lieu of structural panels or rigid ceiling use pur ins to laterally brace chords as follows: Chord Spacing(in DO) Start(ft) End(ft) TC 24 2.46 5.00 BC 58 0.15 5.00 Apply putting to any chords above or below fillers at 24' OC unless shown otherwise above. Hangers ITies (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. 85#53# 2 )--- Z5'14 t ZO-6 � 12 j 2'5'8 - -{ 2'6'8 --{ 12 6 C7:;- B---4X4 s=3X4C T �g =2X4(A1)A Pl l E E 6 113X8D SEAT PLATE REQ. -20'12� 1 16'14-f 1 607a 02# 607# 43# Code / Mise Criteria Deg/CSI Criteria Code: FBC 2017 RES PP Deflection in loc Udell U# TPI Std: 2014 VERT(LL): 0.009 E 999 360 Rep Factors Used: Varies b) l L): 0.017 E 999 240 FT/RT:10(0)/10(10) HORZ(LL): 0.002 B - - Plate Type(s): HORZ(TL): 0.003 B - - WAVE Creep Factor. 2.0 Max TC CSI: 0.131 Max BC CSI: 0.416 Max Web CSI: 0.438 Will'. 25.9 Ibs VIEW Ver: 18.02.00.1016.21 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw 1 U / RL A 751 /- /- /- /317 /- D 1019 /- /- /- 1418 /- Wind reactions based on MWFRS A Brg Width = 7.6 MIn Req = 1.5 D Brg Width =- Min Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Tap Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 454 -1078 B - C 400 -1006 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 942 -391 E-D 10 -5 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - E 287 -44 C - D 298 -657 E-C 1151 -457 ••WARNING'• Please thoroughly revle Me'W-1 ROOF TRUSSES('SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER CBUYEW) ACKNOWLEDGMENT form. A Veray design pammoters aM read notes on Nis Truss Design Dranilp (fD0) aad"MNmy T. Tombo Ill. P.E. Referenw Sheet before use. Unless othemise slated on the TOO, onlyAna conneoor plates ahau ba used fer the TDDWbe vatW. As a Truss Design Engineering es. Specialty Erg'vteen. the seal on any TOO represents an as¢ptaux.fNelaatessionul engineerpi ®Eq_f OF RD respaeftiliry Wrthedesign of the single Truss depicted on the TOD only. under TPI-1. The design assurinpdau. Watling rantlbions, suilanicy aMuseefdgs Truss forarry Building is Ma nv -1 ROOF Bugdvg5 the resrMSbilYy of Ne Owner, the Owrefs avlhoazM egenlwlhe euddug Designer. in tM anteq INthe lRC, the lBC. bcal buddug Lade and TP41. The approval of Ne .wv..mna rerpdvsiGlilyol the Owner,th�O.mels authprvatl agent or the BuiWWg Designer.mtheraimrt of the lRC, the IBC,Iral6uitSvg rude artl TPLl. The aDWovald Bte TDD aM amyfietl Anthony. Tombo 111, P.E. use o<Ne Truss, uvdud'mg hantlfug,storage. inSWladm and bredm shad be theraponUbgdyUthe BugGug DesgneraM Convaear. MannesseloutWthe TDDandthepraracesand y gu eO sotthe BYlWbg Composentsafetyldormaden(BSCI)pubu by WiI SBC ommferencedfargereralgwtivtce. TPI-1deN NemsponvNtl aMduliesofdm Truce #80083 Designer. Tn¢s Design Eagmeer and Truss ManuWchaer, unless otherw$e defined by a CmNadagreed upan in waging by ad parties b Ned. The Truss Design Engineer W NOT me Bulloi 4451 St. Lucie Blvd. oesigmrerTraaasnlem Engveerafamy daaug. Ao mp�rxM Winn aeanderanednTPl-1. -r..„,,,„m.ve_ Fort Pierce. FL 34946 Job Trusts Truss Type - City Ply 11/1=018 2807 74190 D10 I HIPM 1 1 1 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' Top chord 2x4 SP #2 Bot chard 2x6 SP #2 Webs 2x4 SP #3 78# 470 2'6'10 t 2.1'2--1-•�-- )-- 2'5'8 i 2'6'8 12 6 p B=04 as3X4C T =2X4(A1)A To 1 1 AS 1u3XBD Wind Criteria Wind Sit& ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: ll EXP: C Kzt NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 R Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Special Loads -(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25) TC: From 60 plf at 0.00 to 60 pit at 2A6 TC: From 30 plf at 2.46 to 30 plf at 5.00 BC: From 10 plf at 0.00 to 10 pit at 5.00 TC: 78 lb Cone. Load at 2.55 TC: 47 lb Conc. Load at 4.65 BC: 607 lb Cone. Loadat2.06, 4.06 BC: 89 lb Conc.,Load at 2.55 - BC: 30 lb Conc. Load at 4.65 Purling In lieu of structure] panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 2.46 5.00 BC 58 0.15 5.00 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Hangers I Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. SEAT PLATE RED. I F- 2'0'12 - 141 1'6'2'i 6079 89# 607# 30# Code / Misc Criteria COde:FBC 2017 RES TPI Sld: 2014 Rep Factors Used: Varies FT/RT:10(0)110(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deftection in too Udell L/# VERT(LL): 0.008 E 999 360 lTY0R!MQ: 0.016 E 999 240 HORZ(LL): 0.002 B - - HORZ(TL): 0.003 B - - Creep Factor. 2.0 Max TC CSI: 0.125 Max BC CSI: 0.407 Max Web CSI: 0.428 Wgti 25.9 lbs VIEW Ver: 18.02.00.1016.21 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 735 1- l- 1- /317 /- D 997 /- /- /- /423 P Wind reactions based on MWFRS A Erg Width = 7.6 Min Reel = 1.5 D Brig Width = - Min Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A-B 452-1052 B-C 4DO -982 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 919 -390 E-D 9 -5 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-E 287 -45 C-D 302 -643 E-C 1125 -456 -WARNING- Please%oroughlyreWew the 'AA ROOF TRUSSES (-SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER('aUYER'•)AcxnoWL UUMLN I -TO=. Veiny design paremelers end read notes on Nh Tmss Design Drawing(mD)entl tlten„ueny T. Tombo III, P.EReferenm Sheetbeforeuse.Unless DNewisostated on Me MD. any Asir meetlaplatwshoUbeosedbr Na TDDbbevalid. AsaTruss Desgn Ewinee"(i.e.Specialty EObeen,Nowalonany TDDrepresentsanaopspb .fNepmfesswlenginae- responsbliyforte design oflhe single Truss depicted on We Too only, under TPl-t.The d"gn assuraptbns, boding sandigoas, aviToob"M use of Nis Truss foray Budding is We -A.r ROOF i3TRUSS6 aulldne'sdycf p. of Na Onsar Ownefmtori¢edegentorlhener.m eesig lRC,de IBC,bWbu lxdeand TP41. of Na ..om ofNepontegoBC. Wd ftmDroval responsgirdy al Na O.mer, Na Qanela auNor'vedagenl or Ne auiM'vg Desgner,bNe coNertol NeIRC, Ne IBC, oral Eudd'vg cotleeM TPM. TM1a approval of Na TOD aM anyfieN er. Anthony. Tombo ill, P.E. y bo Ill uSs of Ne Truss, halMin9 ha�ing.sNrage.imbdationeM batlng shad ba Na resrons'bsy al Ne aulltling DesgneraM Conaadu,ide, to Ne TDDaMNepretliosT 80083 #.Luca Monti glMerer.T Naeuildirlgngin.ent Safety lMomagon(BSCI)puaf¢RtlMTPI aM SBCAare relerenCtl lagercrelgueanln es soshad. Neresiss Design EnMduEes o(Neebol Desi�er,T ct Design Engi srrea. a dermNtrTPi-1. lS agreed uponlnwdEig byag parEes mwNed ll�a Truss Dmhyi Erginau¢NOT Ne eudll 4451 St. Lucie Blvd. De oarar T. scoreEnlmeerot�yb Tuo,y,. Au apa rim terra sae, �rorineabTPI-1. n!fTrvoMan. M sa,,Wom _ .. _ .. n n nary rmm_h vtlWaeE w(Tan ae xiNm %n115410I 11 Rmf T.-P T. Twneo al. P.E. Fart Pierce. FL 34946 Job Truss Truss Type City Ply 11/12/2018 2762 74190 ' E01 FIAT 1 1 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCSCLL: 10.00 Load Duration: 1.25 Spacing: 24.0' Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 I Webs 2x4 SP 93 IIIA3X4(R) 1113t4 SEAT PLATE RED. SEAT PLATE RED. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height: 16.29 It TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to It C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Pudins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(fl) End(ft) BC 87 0.00 7.27 Apply purling to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based an MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets U360. Left bottom chord exposed to wind. Additional Notes Truss must be installed as shown with top chord up. T3"4 Code / Misc Criteria DeflICS1 Criteria ♦ Maximum Reactions (Ibs) Code:FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TPI Std: 2014 VERT(LL): -0.001 A 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.001 B 999 240 D 291 1- /- 1196 1295 1225 FT/RT:10(Oy10(10) HORZ(LL): 0.005 B - - E 291 /- /- /298 ./160 /- Plate Type(s): HORZ(TL): 0.005 B - - Wind reactions based on MWFRS WAVE Creep Factor. 2.0 D Erg Width = 7.6 Min Req = 1.5 Max TC CSI: 0.832 E Brg Width = 7.6 Min Req = 1.5 Max BC CSI: 0.763 Bearings D & E are a rigid surface. Bearings D & E require a seat plate. Max Web CSI: 0.598 Maximum Top Chard Forces Per Ply (Ibs) Wgt: 44.8 lbs Chords Tens.Comp. VIEW Ver: 18.02.00.1016.21 A-B 153 -104 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. D - C 329 -350 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. A-D 406 -218 B-C 293 -218 A-C 240 -242 —WARNING^ Please thoroughly review the -A-1 ROOF TRUSSESrSELIER-), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER") ACRNOMILEDGMENP from. Verily design parameters and read noise w Mis Truss Design Drawn, (MCI) and the Anthony T. Tombv III, RE Rerseenm giver before use. Unless odtemise stated on the TDD, Dory Alpin connecbrplatea$MUbeusedforthe TDDtobev M. AsaTross DesgnP-rlgmeer'vlg li.e. spetialy Engineer), dlv vealonany TDD represedb an ameptance of Ne profissioral etgmeerm B&ding¢Me A-1 ROOF aiR0556 respms3ilityWftdvsignol Mos A9le Tr depk on Mo TDDony.undw WP 1.nodesgnassumpdws,badingmnditiom,suitabatyandusvof Nb Tmnfmary Bulldlrg'Is be respmvUJiyol Ne Owner, th�OwreYs auNoriiad agenlar gb Bugdug Oesigner. in the mole#aINeIRC, NeIBC. bcal bulltlitry mde aM TPI-1. Theappmvalorme .n®m.wav LxiIn,09 end E25bg5"i,ss Me Bu�n, Coalraa�. M in MCI a Anthony T. TOmb0111. P.E. Ised GneT ss ha�M sexes, inneeresPonsti iy of Design ar nd M siaeslset the am� paw guidellres ollhe Buiaitg Corneanentsafey INomation(MCI) ptNbshed byWI end SBCAare re(erenmdlm gercal guidin[e. TPFI tleNm NvresponvLlipes aM tlutles of me Tmss #80083 Designer. Tmss Desi�Etglneerand Tn cMa,ufacwer. unless outemim mrured byacamael vgreetl upmmwnNg by ag paresmvdved. ma Truss oezi�Erginvera NOT my Bull 4451 St. Lucie Blvd. Design Truss SpWm Etggeerolatry build'm9-Ao mpTar¢ed terms amvdefmatl nTPp1. GpytgILL0IDI8 A-IRQITruifm-MNrvry T. Tanto lll,P.E Repolu9nddn dmneN.bmry Mn.6ptl�tedwMwl AemOen peeleElmolAA Rmf Tmm�-MdmyT. TamW tII, P.E Fort Piece, FL 34946 Job Truss Truss Type Orly ply 11/12/2018 2763 174190 E02 I HIPM 1 1 1 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 " Lumber Top chord 2x4 SP #2 Bat chord 2x4 SP #2 Webs 2x4 SP #3 �-55"11 —1 1'9•9 SEAT PLATE REQ. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.80 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 Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in cc) Start(ft) End(ft) TC 24 0.00 5.47 BC 87 0.00 7.27 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. End verticals exposed to wind pressure. Deflection meets U360. Left bottom chord exposed to wind. ••WARNING^ Please dmroughlyreviewthe'A-1 ROOFTRUSSES leafy design pa2meters and rear notes on Nis Tmss Design D2wgg E r`eee�mr Ufee star! be usetl her Me TDD to be valid. Asa Tessa Design gnE 12 6 p � )F SEAT PLATE REQ. Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udell L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.001 B 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.002 B 999 240 E 291 /- /- 1213 1261 /224 FT/RT:10(0)/10(10) HORZ(LL): 0.002 C - - F 291 /- /- /311 /128 /- Plate Type(s): HORZ(TL): 0.002 C - - Wind reactions based on MWFRS WAVE Creep Factor: 2.0 E Erg Width = 7.6 Min Req = 1.5 Max TC CSI: 0.529 F Erg Width = 7.6 Min Red = 1.5 Bearings E & F are a rigid surface. Max BC CSI: 0.740 Bearings E & F require a seat plate. Max Web CSI:0.453 Maximum Top Chord Forces Per Ply (Ibs) Wgt: 46.21bs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.00.1016.21 A-B 102 -88 B-C 95 -172 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. E-D 111 -259 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - E 243 -170 B - D 343 -196 E-B 225 -151 C-D 141 -52 a Andmny T. Tondo 111. P.E. Raferenm Sheet be ig li.e. Spedafty Engineer), the assal o any Too t 1. The designSons, loading ndidOnS. Su ng Designer, N Me context of de Inc. 0e IBC. Ia i Me ranted of 0e IRC. the IBC, local building co, Ponsibi5y of the BuiMing Designer and Contractor d SSCAarereferenmdforgenualguidan,a. V by a Contract agreed upon In wrNng by all parties N TPI-1. ACKNO W LEDGM ENr" form. en staled on Ne TDD. elv As Design and �OA-1 ROOF �TRrl5$F5 Anthony T•Tombo III, P.E. # 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 'Job Truss Truss Type Cry Pi y 11/12/2018 2808 •74190 E03 I HIPS 1 1 1 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" Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 2799 1879 1181 1 y q 2T9tt+ j 2'D1-I-.1 1°P.74 l_276-I SEAT Pi RED. SEAT Pl_A E RED. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height: 15.00 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 60 plf at 0.00 to 60 pit at 7.00 TC: From 30 pit at 7.00 to 30 pit at 13.27 TC: From 60 pit at 13.27 to 60 plf at 20.27 BC: From 20 pit at 0.00 to 20 plf at 7.03 BC: From 10 pif at 7.03 to 10 pit at 13.24 BC: From 20 pit at 13.24 to 20 plf at 20.27 TC: 279lb Conc. Load at 7.03,13.24 TC: 187lb Conc. Load at 9.06,10A4,11.21 BC: 483 lb Conc. Load at 7.03,13.24 BC: 130 lb Conc. Load at 9.06,10.14,11.21 Purling In lieu of structural panels or rigid ceiling use purling to laterally brace chords as follows: Chord Spacirl oc) Start(ft) End(ft) TC 24 7.00 13.27 BC 58 0.15 20.13 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. 483# 13clu fare 13U 483# Code / Misc Criteria De0)CSI Criteria - A Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in Ice L/defl L/# Gravity Non -Gravity TPI Sid: 2014 VERT(LL): -0.156 C 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Varies b l 0.261 C 919 240 A 1924 /- /- /- /1184 /- FT/RT:10(0)/10(10) HORZ(LL):-0.062 F - - I 1924 /- 1- 1- 11184 1-_ Plate Type(s): HORZ(TL): 0.100 F - - Wind reactions based on MWFRS WAVE Creep Factor: 2.0 A Erg Width = 7.6 Min Req = 2.3 Max TC CSI: 0.910 1 . Brg Width = 7.6 Min Req = 2.3 Bearings A & E are a rigid surface. Max BC CSI: 0.999 Bearings A & E require a seat plate. " Max Web CSI: 0.216 Maximum Top Chord Forces Per Ply (Ibs) Wgt: 93.8 lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18,02.00.1016.21 A-B 2297-3557 C-D 2273 -3477 B - C 2273 -3477 D - E 2297 -3557 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chards Tens. Comp. A - H 3084 -1983 G - F 3105 -1995 H - G 3105 -1995 F - E 3084 -1983 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - H 546 -303 G - D 568 -425 B - G 568 -426 F - D 546 -303 _ C - G 296 -496 "WARNING•• Please lforooghly review the -Ai ROOF TRUSSES('SELLER•), GENERAL TERMS and CONDITIONS CUSTOMER(•BUYER") ACKNOWLEDGMENT" fort". Verify design reasonable and read notes on this Truss Design Craving(TDD) and Me Anthom, C Tombo Ill, PiRefemi Sheet before use. Unless otherwise stated an Me TDD, only Alp,n � comfodor plates shall beusedfair Me TDD to W valid As a Truss Design Engineering(i.e. Spemlly Engineer), the seal on any TDD represents an acceptance of Me professional lingineerin OA-r RDGP responsibility for Me design of Me single Truss depicted on the TDD ord. under TPN. The design assumptions, funding conditions. salability and use of this Truss for any Building is Me TRUSSES Building is Me respansibility ofthe01 the Demers auooiized agenlor Me Bulding Designer. in Me orate#of Me IRO, the IBC, local funding cede and TP-1. Theappmral of Pe rr.w.ewnv responsibility oftbe Owner, Me Diner's authorined agent or Me Building Designs, illMemntmd.ftieIRC, the lBi local buildingaxle=1 TPI-1. The approval of Ire TDD and any field Anthony TLTombo Ill, P.E. use brute Truss, inducing handling, storage. installation and brai shall be Me responsibility ofthe Building Designer and Contactor. Allnomesetoutinele TDDaMthepradioesand guidelines& Me Broiling Component Safety Information(BSCI) published by TPl and SECA are referenced for general guidance. TPWdefines the responsibilities and duties ofthe Truss #80083 Designer. Truss Design Engineer and Truss Manufacturer, unless o@ewdse defined by a closed agreed upon in writing by all notes involved. The Truss Design Engineer is NOT Pe BuiMi g 4451 St. Lucie Blvd. Designer or Truss system Engineer of any building. All wpiolaaa temps ere es defined N TPI.1. NTLsFort Pierce, FL 34946 .... r PmfTwsai-Mmonv T. Twnba Ili.P.E. Femto]vpMn dmmenlln arty mar. prcMElredv+IMur Newn¢en p mmmsm lNMl Prof Tn+sses- anal T.Tombo Ill, P.E. Job Truss Truss Type Day Ply 11/12/2018 2791 74190 HJ1 I HIP_, 4 1 Loading Criteria (ps0 TCLL 20.00 TCDL' 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.60 Load Duration: 1.25 Spacing: 24.0' Top chord 2x4 SP #2 Sot chord 2x4 SP #2 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Krt NA Mean Height: 24.61 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to 1,/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 0 plf at -1.41 to 60 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 2.32 BC: From 2 plf at 0.00 to- 2 plf at 2.32 TC: -8 It, Conc. Load at 1.41 BC: 25 lb Conc. Load at 1.41 Purling In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 26 0.15 2.32 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise, above. Wind Wind loads and reactions based on MWFRS. -8# - 12 424 C � T T =2X4(A1) B n rn A 1 D F- 1'5" -j 2714 -� Code/ Misc Criteria Code:FBC 2017 RES TPI Sit: 2014 Rep Factors Used: Varies FT/RT:10(0y10(10) Plate Type(s): WAVE 4 25# Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): NA L): NA HOR7(LL):-0.000 D - - HORZ(TL): 0.000 D - - Creep Factor. 2.0 Max TC CSI: 0.054 Max BC CSI: 0.040 Max Web CSI: 0.000 Wgt: 11.21bs VIEW Ver: 18.02.00.1016.21 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 114 /- /- /- 188 /- D 38 /- /- I- /7 I- C 16 /-8 /- /- 126 /- Wind reactions based on MWFRS B Brg Width =4.2 Min Reg = 1.5 D Erg Width =1.5 Min Req = - C Brg Width =1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 14 -15 B-C 13 -9 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING- Please toroughly review Me 'AA ROOF TRUSSES ('SELLER"), GENERAL TERMS and CONDITIONS CUSTOMER CBUVEW) ACNNOWLEDGMENP roan. Verify design parameter and madnobsontis TMss Design Drawing(TDD)and Me Antony T. rotate III, P.E.Refem�Sheetpe uw.Unlessotendsestaledonte TOO ovy Npi mmseas Mass onto lea used fro MD D to be vatld. As a Truss Design Engineemlg (i.e. Specialty Engineer), to mal on any TDD represents an assonance of to professional ergmeeM msponsitiiity for lye desgn of to origin Toss depicted on to TDD only. underT W. The design assumptions, leading sanctions. sitaluty aM use oftb Trues foramy Madding is Me A-1 ROOF Building is to respansibitty alum Donner, dm Owners autMrted e9amorte Evading Designer. in Me coned of to IRC, to lad, burl building We and TPI-I. Theapponmi to •nPv.m•vev res ylte Cwthgr a l. eNtb2BCn9lobe Merespa�t5i0,TM)aforame switeag TIDaMNewaaasanma Anthony T. Tombo ill, P.E. ap �r,�e� 9 wboa Dasgnu a=iN Mn�setwinth #.Luca Dezegvv nis�s Dssgn�EAgme anE Taruers Manulewae(wiDl)sssp pure �mfirealryac�mays,iegreed�upan ul vniugq panissa. �m waa TltrmT� ignE neder�is NOT me auu 4451SLLurie Blvd. Desgnror to IRoal DgureemamT.T-b.ailmdaltedbmaaaaaoeo mTPpL CmnbdOaneNl Rord Trl¢aea-MmmYT. TanMN.PE RepMvmdmeaEmnmN.Nvryfmm.sPosjadvllM^ala'.ttbvl W^rmzv,^rM1RM�-MNny T. Tonto II1, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Ory Ply 11/12/2016 - 2792 -74190 HJ2 HIP_ 2 1 -8# F- 1'4"8 -j- 2'0"7 ={ _ _ _ 12 C 4.24 p T T ,s 2X4(A7) e �o N I1� 1 A 1 D SEAT PLATE RED. 3'5" m 25# Loading Criteria lost) Wind Criteria Code I Misc Criteria Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL 20.00 Wind Sld: ASCE 7-10 Code: FBC 2017 RES PP Defieclion in loc Lldeft U# Gravity Non-Gmvity TCDL: 10.00 Speed: 160 mph TPI Std: 2014 VERT(LL): NA Loc R+ ! R- I Rh / Rw . I U / RL 8 143 /- /- /- 180 /- BCLL: 0.00 Enclosure: Closed Rep Factors Used: Varies by I> WnL): NA BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): -0.001 D - - D 59 /- /- /- /4 /- EXP: C Kzt NA Plate Type(s): HORZ(TL): 0.002 D - - C 31 /-2 /- /- /14 /- Des Ld: 40.00 Mean Height: 15.00 ft WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0. B Brg Width = 10.0 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.108 108 D Brg Width = 1.5 Min Req = - Spacing: 24.0 ° MWFRS Parallel Dist: 0 to h/2 C Brg Width = 1.5 Min Req = - C&C Dist a: 3.00 ft Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 9.00 it Wgt: 14.0 Ibs Bearing 8 requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 14 -10 B-C 16 -10 Top chord 2x4 SP #2 " Bat chord 2x4 SP #2 Maximum Bot Chard Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. --(Lumber Dur.Fac. 1.25 / Plate Dur.Fac =1.25) B - D 0 0 TC: From 0 pit at -1.41 to 60 plf at 0.00 TC: From 2 pit at 0.00 to 2 plf at 3.41 BC: From 2 plf at 0.00 to 2 pit at , 3.41 TC: -8 Ill, Conc. Load at 1.38 BC: 25 lb Conic. Load at 1.38 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 39 0.15 3.41 Apply purling to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. - ^WARNING^ Please thoroughly review Me 'A-1 ROOF TRUSSES (SELLER"),GENERA( TERMS and CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGMENT' to.. Verify design parameters and Mad notes on Nis Tmss Design Draving(TOD) and de Anthony T. Tombs Ill, RE Reference Sheet before use. Unless othemise stated on the TOD,oNy Alpin - a Wnnedor plates shall caused for Me TDDto assalid. As a Tmss Design Engineerhg(re.5pecatty EngneeQ,Mussel onany TDD representsan acceptancaofthe professional engine responsibilMforthedesign ofdresingle Tmss depicted onthe TODonly,under TPIA. The design assumptions. loading conditions, suitabihNantl useof this Tmss forany Building isthe_TRUSSER -p-1 pDeF Building B the responsibility, dthe Owner, the Owners authorized agent or the Building Designer, in the context of the IRC, the IBC, local building rode and TFl-1. Theapprovalofthe ••wwmw•� the bmdrg be Ne rresposibilty of the Buildof Me ing Designer and Connbuildinector. All notes set out iand W1,1. n Pe TOO na me prencious a�a mtldnghantlthe in,storage, Anthony T. TDmbo III, P.E. inrs stallation andent ueeofMetTruss, stall guidelinesofthe Bwlding Component Safeylnf.r b.n(BSCI)publishedbyT lI WSBCAarereferencedforgenemlguidanw. TPI-1 defines the responsibilities and duties of Me Tmss #80083 Designer, Tmss Design Engineer and Thus Manufacturer, unless otherwise defied by a Contrad agreed upon in writing by all parties imroladd. The These Design Engineer is NOT the Bundij g 4451 St. Lucie Blvd. Designer of system Engnearaaln building. An rapitalbed reins are as der ea n TPI-1. Wpyn9ht0ID16h1 RwfTrvsses-MthonY T. Tanbo ill, PE.ReyWu mdthisd=menthanyrmin.krytluLit mMw thewnttencermis mofAl1 fTvssea-M.,T.T.Iii.P.E Fort Pierce. FL 34946 Job Truss Truss Type Oty Ply 11/12/2018 2793 74190 ' HJ5 HIP_ 2 1 A# 140# I-1-4-8 Z9°15 219,10�- - - C 2 TT 424 71- iV -2X4(A1) B 1 11I L A D SEAT PLATE REQ. - 772 + 106N 25# Loading Criteria (psi Wind Criteria Code / Misc Criteria Defl/CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loci Udeft U# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Sld: 2014 VERT(LL): NA Lac R+ / R- / Rh / Rw / U / RL B 247 /- /- /- /135 /- BCLL: 0.00 Enclosure: Closed Rep Factors Used: Vanes ti I i f;L): NA BCDL 10.00 Risk Category: ll FURTAO(Op10(10) HORZ(LL):-0.009D - - D 129 /- /- /- /1 /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.018 D - - C 85 /- /- /- 169 /- Des Ld: 40.00 Mean Height: 15.00 ft WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0. B Brg Width =10.0 Min Req = 1.5 Load Duration: 125 BCDL: 5.0 psf Maz BC CSI: 0.564 564 D Brg Width = 1.5 'Min Req = - Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C Big Width = 1.5 Min Req = - C&C Dist a: 3.00 it Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 9.00 ft Wgt: 25.21bs Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 14 -10 B-C 41 -23 Top chord 2x4 SP #2 Sot chard 2x4 SP #2 Maximum Bo[ Chord Forces Per Ply (Ill Special Loads Chords Tens.Comp. -(Lumber Dur.Fac =125 / Plate Dur.Fac=125) B - D 0 0 TC: From 0 pIf at -1.41 t0 60 pIf at - 0.00 TC: From 2 pit at 0.00 to 2 plf at 7.01 ' BC: From 2 pIf at O.00 to 2 pIf at 7.01 TC: -8 Ib Conc. Load at 1.38 TC: 140 lb Conc. Load at 4.21 BC: 251b Conc. Load at 1.38 BC: 106 lb Conc. Load at 4.21 Purlins In lieu of structural panels or rigid ceiling use pudins ' to laterally brace chords as follows: Chord Spacing(in oc) Start(fl) End(ft) BC 75 0.15 7.01 Apply purling, to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. "WARNING^ Please thoroughly review the "A-1 ROOF TRUSSES(SELLER"), GENERAL TERMS and CONDITIONS CUSTOMER (BUYER")ACKNOW DGMENr"farm. e Verify design paromtea and read notes on this Tmss Design Dawng TDD) and the Anthony L Tombo III, P.E. Reference Sheet Name use. Unless otherwise staled an the MD. only Arpin cannectorplates shall be used fro the TOD to to valid. Asa TmssDesign Engineervlg(i.e. Spedalty Engineer), Me seal an eny TOD represenLv an acceptanrn of the Professional engineenn responsibility, wramanignot thesingle Tmss depicted on the Too only. under TPH. The design assume[ions, loading conditions, suitability and use of this Truss for any Building is the gA-s RDDF �®iRU55F5 Budding is the respansibild of the Conan. the O+meh aulheved agentarthe Building Designer, in thecanlertofthelRC, the IBC, to al building code and TPl-0. Theappram, of the ••�•�•� Me andO� ann TPI-1. �utnttimMoane the rin Me contextreaWnsoMyofthe of Suilthn, rlring �eAll Anthony T. Tombo Ill, P,E. notes stond Dessigne�ld Cen4ebul Greao uzetofthe Ttyrue,, Muudcifthe hsndllinwg,, swrage.nnssttallllabun ant nd troche sr tall) beero Truss #80083 guimune Me Suitable Camponent Safety informal(BSCI) published by TPl and SBCA are referenced for general guidance. TPI-1 defines the nesponsiblliaes and duties ofthe Designer, Tmss Design Engineer and Truss Manufacturer, unless outewdse defied by a Contract agreed upon in wrung by all parties involved. The Tmss Design Engineer is NOT the Sown a 4451 St. Lucie Blvd. DesignerorTmwSysem EMinWrOanybwming. m ospitaruaedteremareeadetneo inwil Copyrlgm CM16A-1Rwl Tvsma-MNony T.To Will,P.E.Reprodudein also dmmex many form,hpM3itedvnNout the wrtlm Cumissun of A-1 Roof Tosses-AMany T. TomN III, P.E. Fort PiFL 34946 Foerce, Jab Truss Truss Type Ply 11/12/2018 2794 Y4190 ' HJ7 HIP_ r3'y 1 �p11 25W - )-1-4-8--t--2'9'15 ibg 25.15-(-2'V10-� D 2 2 4.24 'a1.5x4G la 2x4(A1)8 - A11 it a� SFATPIATE FEe. ' F 1'S• 71WI -i 254 183# Loading Criteria (ps0 Wind Criteria Code / Misc Criteria DefgCS1 Criteria ' A Maximum Reactions (Ibs) - Non -Gravity TCLL: 20.00 Wind Sid: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udell U# Gravity Lee R+ / R- / Rh / Rw / U / RL TCLL: 10.00 Speed: 160 mph P TPI Std: 2014 ( - 0 017 C 999 360 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Varies b �L) : 0.030 F 999 240 g 351 Y217 !- BCDL: 10.00 Risk Category: II FT/RT:10(0y10(10) HORZ(LL): 0.007 F - - E 370 P /1 /- 1133 /0 EXP: C Kzt: NA Plate TYPe(s): HORZ(TL): 0.019 F - - D 66 /- /- /- 163 /- Des Ld: 40.00 Mean Height: 15.00 R WAVE Creep Factor. 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.624 B erg Width = 10.0 Min Reg = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.24 E Brg Width = 1.5 Min Req = - Spacing: 24.0 MWFRS Parallel Dist: 0 to h/2 D Big Width ni Min Reg = - C8C Dist a: 3.00 it Max Web CSI: 0.286 Max B is a nightsurface. Loc. from endwall: not in 9.00 it Wgt: 40.6 Ibs Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 14 -10 C-D 55 -68 Top chord 2x4 SP #2 B - C 416 -519 Bot chard 2x4 SP 2400f-2.0E Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. -(Lumber Our.Fac=1.25/Plate Dur.Fac=1.25) B-F 506 -371 F-E 1 0 TC: From 0 pit at -1.41 to 60 pit at 0.00 TC: From 2 pit at 0.00 to 2 plf at 9.84 BC: From 2 pit at 0.00 to 2 pit at 9.84 Maximum Web Forces Per Ply (Ihs) TC: -8 lb Cone. Load at 1.38 Webs Tens.Comp. TC: 140 lb Cone. Load at 4.21 C - F 404 -551 TC: 259 lb Conc. Load at 7.03 BC: 25 It, Conc. Load at 1.38 _ BC: 106 lb Cone. Load at 4.21 BC: 183 lb Conc. Load at 7.03 Purling In lieu of structural panels or rigid ceiling use pudins , to laterally brace chords as follows: Chord Spaciril oc) Start(H) End(fl) BC 75 0.15 9.84 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. "WARNING- Please thoroughly review me•A.1 ROOF TRUSSES('SELLER"), GENERAL TERMS and CONDITIONS CUSTOMER(-BUYER-)ACKNOWLEDGMENP form. Venfydesgn paremeteraanlread roteson mis Tress Design Dromg(Too)and 0e AnNmry T.Tanbo III, P.ERiferenca Sheet Whom use. Unless otherwise sentence the TDD,anty Alpin / niredorplates shall be used tar lie TODbbe valid. Asa Truss Design Eagreares;0.e.Spe(ially Engineer). Vie seal an any TCD represents an aCCepWle9 elthe professional engineers, Ue Too Curdy, under TPI-1. The deagn assumptions, leading mndill suuablfity am use of Truss for any Bufitling is the ASP-MA-1ROFF responsibility la Me design of Me single Truss depleted on Bugdvgts Ne respansailly of the Owner.NaO.mers authorized agenlw Ne Bulling Designer,ntlg mnteq a/Ne IRC, Ibs IBC.lo sl bufidugmdeareTPI-1. Tbeapprovalef Ne .•mm.woa responsmady mths Owner, me aauMaiaed agent athe Buddug Desgner, Nthe ociand ofthe IRC, the IBC,1.1 bwldigead..ed TPI-1. Theapprovalofthe and bracing shag he me resonshilly ofthe Budding esi Dgner am Contractor. M notes set M In Me TOD TDDaMarrifieW am Me pramias and Anthony. Terrible ill, P.E. y use of the Truss, idudiig hmNfing, storage.iretafiatim guidelines ofWBuild'ug Component Salety Nfomulan(BSC9 pubrsnttlgTPIaM SBCA are reterencedlor general guidanm. TPpt tlegnes Ne respansNdiEes aM doles oftle Truss #80083 Designer. Truss Design Esgmea am Tnm Mara,a aar, Mail ome ise defined by a cantrad agreed unseen entng by all pates inwNed. The Truss Design Engineer 6 NOT Me Bufi' 4451 St. Lucie Blvd. oeeyp arms, system Erg, many dtildmg. Ae CaIMa@ed tame are a+der anTPl-t. - DesignsoT MtamlTrviw-lef.1balMeoYI,P£Rep,bucbm Wredmdredinwilam.is pdiYileJ,NEatTewriOen Ymvsb,mM1fbolTn¢w-MemrT.TmAoll, P.E Fort Pierce, FL 34946 Job Truss Truss Type City Ply 11/12/2018 2795 74190 HJ7C HIP_ 1 1 .e# 142# 281# - �1'4-8--�-25"152795 E 2 6.24 r 2 03X40 t D ml � =2X6(A1)B 103X N a4X4F G 1 A 11 JI SEAT MTE REQ. T11's I 8'109 9'10'1 91#t 250 16N Loading Criteria (psf) Wind Criteria Cade / Misc Criteria DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udee U# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph P TPI Sid: 2014 VERT LL 0 120 1 971 360 ( ): - Loc R+ / R- / Rh / Rw I U / RL B 339 /- /- !- /217 /- BCLL: 0.00 Enclosure: Closed Rep Factors Used: Varies b ML): 0.229 1 506 240 BCOL: 10.00 Risk Category: ll FT/RT:10(0)/10(10) HORZ(LL):.0.055 G - - F 394 /- !- /- 1174 /- EXP: C Kzt NA Plate Type(s): HORZ(TL): 0.103 G - - E 27 /- !- /- 121 /- Des Ld: 40.00 Mean Height: 15.00 it WAVE Creep :2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL 5.0 psf CSI: Max TC CSI: 0688 B Brg Wdth = 10.0 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0,,720 F Brig Width = 1.5 Min Req = - Spacing: 24.0" MWFRS Parallel Dist: 0 to h/2 E Brg Width = 1.5 Min Req = - C&C Dist a: 3.00 it Max Web CSI: 0.365 Bearing B is a rigid surface. Loc. from endwall: not in 9.00 fl Wgt: 46.2 lbs Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 18.02.00.1016.21 Chords Tens.Comp. Chards Tens. Comp. Lumber A-B 14 -10 C-D 452 -934 Top chord 2x4 SP#2 B-C 157 D-E 65 -81 _-250 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. --(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25) B - I 146 .90 H - G 985 -436 TC: Ffom 0plf at -1.41 to 60 pit at 0.00 C-J. 756 -346 G-F 0 0 TC: From 2 pIf at 0.00 to 2 pIf at 9.84 J - H 899 -435 BC: From 2 pIf at 0.00 to 2 plf at 9.94 TC: -8 It, Conc. Load at 1.38 TC: 142 Ile Conc. Load at 4.21 Maximum Web Forces Per Ply (Ibs) TC: 261 lb Conc. Load at 7.03 Webs Tens.Comp. Webs Tens. Comp. BC: 25 lb Conc. Load at 1.38 BC: 91 lb Conc. Load at 4.21 J - I 68 -16 D - G 472 -957 BC: 168 lb Cone. Load at 7.03 H - D 233 0 Plating Notes All plates are 1.5X4 except as noted. _ Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in cc) Start(ft) End(ft) BC 34 0.15 2.81 BC 96 2.81 9.84 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. ^WARNING^ Please thoroughly review Me'A-1 ROOF TRUSSES CSELLER"), GENERAL TERMS and CONDITIONS CUSTOMER ("BUYER') ACKNOWLEDGMENT` man. d Verify design pamareters and read notes on this Truss Design Draining (iDD)and the Anthony T. Tombo Ill, P.E.Refemnm Sheetbe muse.Unlessotherwisesratmonthe TDD,.*Alpin connectorplates shall be used forthe Too to to valid. As a Tese Design Engineemy(i.e. Specialty engineer). Me seal on any Too represents an acceptance of the professional engineer. responsibility for Me design of Me single Truest depicted On Me Too any, under TPld. The design assumptions, leading abridger, suitability antl use of Mis Truss for any Building is the aA-r RDRF =TR1155F5 Buildings the responsibility of the Onions, the Oerm's surnamed agent ar the Buldig Designer, in the oontetl ofthe IRC, the IBC, local building code and 171-1. Theapprovalofthelitillmmed .,.Of turn, and building eNina[eelsetoulnthaTDDandthepmeticesand ofthe tyrsa0wl�nghndg,storage. signerraand Anthony T. Tombo ill, P.E. installation and trading emir be Me responstiliy addle. BuildingeM. use CDntrzcto Truss #80083 guidoines of the asking Component Safety Infomation(BSCI) published by TPl am Sacs are referenced for general guidance. TPI-ldefestherespmrsib0itiesanddu9esofthe UseeireA Tess Design Engueerand Truss Manufacturer, unless othemise defined by a Contract agreed upon in venting by all parties inmivad. The Tress Design Engineer is NOT the Budifi 4451 St. Lucie Blvd. Designeror Tess System Engineer of any building. NlcarytuarroreatimasdefinedinTPI-1. CmyrIgM02018 n-1 Rmf Tonex-Mthany T.TamMIII, 1 monsoucwnottltizdmmenl,Fany(win.kprcNtirMwMoutthe xnMnpemrissh of AA RwfTmsses-AnNmy T. TomWI11, P.E Fort Pierce, FL 34946 Job Truss Truss Type City Ply 11/12/2018 2796 74190 HJ7E HIP_ 2 1 �# 150# 26Wt F- 1'4'S -�- 2'9'152'9'152'9'10 �- - - @TT 2 4.24 p _13X4 C A 11 GG FFFF 111.5X4 =5X6 - SEATPIATEREO. -1.5-12 910.1 101f111 25# 18440' Loading Criteria into Wind Criteria Code / Misc Criteria DeflfCSI Criteria ♦.Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in roc L/deft L/# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Std: 2014 VERT(LL): -0.034 G 999 360 Loc R+ / R- / Rh / Rw / U / RL B 361 /- /- /- /317 /- SCLL: 0.00 Enclosure: Closed Rep Factors Used: Vanes by 4ff%eIsML): 0.048 G 999 240 BCDL: 10.00 Risk Category: ll FT/RT:10(0)/10(10) HORZ(LL):-0.009 F - - E 353 /- /0 /- /276 /0 EXP: C Kzb NA Plate Type(s): HORZ(TL): 0.013 F - - D 92 /- /- /- 159 /- Des Ld: 40.00 Mean Height: 15.00 ft WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0697 B Brg Width = 10.1 Min Fact= 1.5 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0..973 E Brg Width = 1.5 Min Fact= - Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 D Brg Width = 1.5 Min Req = - C8C Dist a: 3.00 It Max Web CSI: 0.438 Bearing B is a rigid surface. Loc. from endwall: not in 9.00 It Wgt: 43.4 Ibs Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 Chords Tens -Comp. Chords Tens. Comp. Lumber - A-B 15 -11 C-D 42 -61 Top chord 2.4 SP #2 B - C 647 -797 Bat chord 2x4 SP #2 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords Tens. Camp. ---(Lumber Dur.Fac =125 / Plate Dur.Fac. 125) B - G 748 -590 F - E 0 0 TC: From 0 pit at -1.48 to 60 pif at 0.00 G - F 736 -580 TC: From 2 pit at 0.00 to 2 plf at 9.84 - BC: From 2 pit at 0.00 to 2 plf at 9.84 TC: -8 lb Conc. Load at 1.38 Maximum Web Forces Per Ply (Ibs) TC: 150 lb Conc. Load at 4.21 Webs Tens.Comp. Webs Tens. Comp. TC: 264 It, Conc. Load at 7.03 BC: 25 lb Conc. Load at 1.38 G - C 234 -197 C - F 623 -791 BC: 107 lb Conc. Load at 4.21 BC: 184 lb Conc. Load at 7.03 Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in Do) Slart(ft) End(ft) BC 80 0.15 9.84 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. _ Left bottom chord exposed to wind. -WARNING- Please Overeager review the'A-1 ROOF TRUSSES('SEL.EIT), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER-) ACKNOPILEDGMENT' form. verity design parameters and read notes on his Truss Design Drawing(TOD)and lm Anmmy T. Tombs In. P.E.Refemnce Sheet before use. Unless othemise soled an the TOD. only Arpin �- oannecnrplates shall heated! for Nto Too be valid As a Team Design EngmeeMg(i.e.Specialty Engineer), the seal an any Too represents an acceptance of me pmkssrmiomlm,edn is ETR FIXIIF �TpM6� responsibility forme design ofthe single Truss deeded on the TOD only, under TPI-1. The design assumptions, leading sometime, suitabiliy and use of line Trussfor y Building the SSp Building is the responsibility oftheOwner. the Owner's summoned agent or the Building Designer, in the mused ofthelRC, the IBC. local building wdeand TPI-1. Theappmvalafthe the or the in the contold of the IRC. the lB9ner0. raand Ne Anthony T. Tombo Ill, P.E. ding star beSthe responsibility dine Building Dener. ling, sW2ge. NstaAaO n and trant use of me Trvss ineuuofthe ding handl ContratlaodreAlliniwtessetoutin TOlD am tth.p.m.srield and Tmss #BDD83 guidelines mf ma Builtllog Component Safety Inforation(BSCI) published by TPI and SECA are referenced for general guidanw. TPI-1-deWu memsponvieifties and dares ofine Designer. Truss Design4inaerand Tmss Manufacturer, unless olhervdze dermed by a Carried agreed upon in wiring by all comes invoked The Tmss Design Engineer is NOT the Buildir g 4451 St. Lucie Blvd. Designer or Tmss System Engineerafany building.M costersed tome are as defeat!0 TPI-1. LapyngMOID16A-1 RmlToom,7pnMwy T. Tombo I11. PE RepMunnn oftrodoament N myna,m. Ispeebeledw W the edEen amJssgn Of A.1 Rwf T,uaes-MIMiry T. Tonne III, P.E Fort Pierce, FL 34946 Job Truss Truss Type ly 11/12/2018 2797 74190 ' HJ7P HIP_ in, 1 AH 140M 2591 f-1'4'B�T9'15--T2'9'15-I-2'9'10-( - - - -- -- - --- DTT 2 4.24 p a1.5%4C =2x4(A1)B t A FE =4X4 SEAT PLATE RED. 9'10.1 25o t06# 183e Loading Criteria (psf) Wind Criteria Code / Misc Criteria DeflfCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sld: ASCE 7-10 Code:FBC 2017 RES PP Deflection in loc L/de6 L/# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): -0.021 F 999 360 Loc R+ / R- / Rh f Rw / U / RL B 351 f- /- !- 1333 /- BCLL: 0.00 Enclosure: Closed Rep Factors Used: Vanes bir L Pr,): 0.030 F 999 240 BCDL: 10.00 Risk Category: ll FT/RT:10(0)/10(10) HORZ(LL):-0.013 F - - E 370 f- /1 /- 1315 11 EXP: C Kzb NA- Plate Type(s): HORZ(TL): 0.019 F - - D 66 !- /- /- /49 /- Des Ld: 40.00 Mean Height: 15.00 it WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.6 B Brg Width = 10.1 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 024 E Brg Width = 1.5 Min Req = - Spacing: 24.0 ° MWFRS Parallel Dist:0 to h/2 .624 D Big Width = 1.5 Min Req = - C&C Dist a: 3.00 it Max Web CSI: 0.286 Bearing B is a rigid surface. Loc. from endwall: not in 9.00 it Wgt: 40.6 lbs Bearing B requires a seat plate. GCpr 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 14 -10 C-D 58 -68 Top chord 2x4 SP 42 B - C 482 -519 Bot chord 2x4 SP 24001-2.0E . Webs 2x4 SP #3 - Maximum Bot Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. -(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25) B - F 506 -450 F - E 1 -1 TC: From 0 plf at -1.41 to 60 pIf at ODO TC: From 2 plf at 0.00 to 2 plf at 9.84 BC: From 2 pIf at 0.00 to 2 plf at 9.84 Maximum Web Forces Per Ply (Ibs) TC: -8 lb Cone. Load at 1.38 Webs Tens.Comp. TC: 140 lb Conc. Load at 4.21 C - F 49D -551 TC: 259 lb Conc. Load at 7.03 BC: 251b Conc. Load at 1.38 BC: 106 lb Conc. Load at 4.21 BC: 1831b Conc. Load at 7.03 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Stan(it) End(ft) BC 75 0.15 9.84 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. "WARNING" Please thoroughly review me'A.1 ROOF TRUSSES rSELLER'), GENERAL TERMS and CONDMONS CUSTOMER ('BUYER") ACKNOWLEDGMENT" farm. - Verifydesignpaameters and read notes on this Trusts Design Donnas (me) and the Antony T. Tombo Of. P.E.Referencs Sheet before use. Unhoo othervnse staled an the ADO. only Arpin I connector plates shall be used forthe TDD to the valid. As a Tmss Design Engineering (Ie. Specialty Engineer). Me seal on any Too represents an acceptance ad me professional en9irun responsibility forms design of me single Tmss depicted on no TDD only, under Wt.l. The design assumptions, loading conditions, suitabidty and use of ma Tmss for any Burning is this /- A-1 ROOF / --TRUSS Building is the responsiblity arms cannot, meO.mers authorized agent or me Building Designer, in me contestant IRC, me IBC. local building seas and TPI-1. Taappmvalofthe or no 6 in me contest of me IRC. Me IBC,eranbuilding Contractor. and nootessettoouutin me Tooand the paraccesane Anthony T. Tombo ill, P.E. sal home responsibility ofthe Building Dougher, susaf Uel Truss. lonsng handling, storage, Installation and b2nt t Tmss #80083 guidelines of the Building Component Safety information (SSCI)punamed by TPI and SBCA are references for summit guidance.. WiFldefinesmeresponsmllite Sndduaesofine Designer.Truss Design Engineerana Tmss Manufacturer, unless othemse defined by a Contadogrees upon in wring byall pates involved. The Tmss Design Engineeris NOTme Buddir g 4451 St. Lucie Blvd. Desigmror Tms sotem Engineermanybuilding. LnghtCnieMlTms-ManyT.TomWIll,P£PepMUMnaltltis tlDYmenthanY(arn\bprMTll�wiNM NawnMn perm%51moIMl Root Trusua-M1aryT. TomEOIII, P.E. Fort Pierce, 34946 Job Truss Truss Type Qty Ply 11/12/2018 2812 •74190. J10G I MONO 1 1 Loading Criteria (psi 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 " 0 SEAT PLATE REQ SE TPIATEREp. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk.Category: II EXP: C Kid: NA Mean Height: 15.00 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3:00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Bot chord 2x6 SP 2400f-2.0E Webs 2x4 SP#3 Special Loads ---(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 60 pit at -1.00 to 60 pit at 7.06 TC: From 30 plf at 7.06 to 30 plf at 10.57 BC: From 20 plf at 0.00 to 20 plf at 7.06 BC: From 10 plf at 7.06 to 10 off at 10.57 BC: 1060 lb Cone. Load at 7.06 BC: 416 Ib Cone. Load at 9.06 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in cc) • Start(ft) End(ft) BC 120 0.15 10.57 Apply pudins 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. Left bottom chord exposed to wind. 1OZ-14 TO.12 -`-2'--1.6.2-� 416o 10600 Cade / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc L/deFl L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): -0.024 F 999 360 Lee R+ / R- / Rh / Rw / U / RL Rep Factors Used: Vanes b WitrFi3nL): 0.044 F 999 240 B 886 /- /- /- 1507 /- FTlRT:10(0)/10(10) HORZ(LL): 0.010 D - - G 1355 /- /- !- /804 /- Plate Type(s): HORZ(TL): 0.017 D - - Wind reactions based on MWFRS WAVE Creep Factor: 2.0 B Brg Width = 7.6 Min Req = 1.5 Max TC CSI: 0.374 G Brg Width = 6.9 Min Req = 1.5 Bearings B & G are a rigid surface. Max BC CSI: 0.944 Bearings B & G require a seat plate. Max Web CSI: 0.825 Maximum Tap Chord Forces Per Ply (Ibs) Wgt 63.0 Ibs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.00.1016.21 A-B 27 -20 C-D 39 -53 B - C 924 -1495 Maximum Bot Chord Forces Per Ply (Ibs) - Chords Tens -Comp. Chords Tens. Comp. B-F 1269 -7T7 F-E 1238 -758 Maximum Web Forces Per Ply (Ibs) Webs Tens.Corl Webs Tens. Comp. F-C 1193 -700 D-E 36 -49 C-E 914-1491 -WARMING- Please Moroughly review the -A-1 ROOF TRUSSES ('SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER ("BUYER) ACKNONALEDGMENr" form. - Vedry design parameters and read notes on Ibis Tress Design Drawing(Too) and the AnNoWT. Tombo Ill. P.EReference sheet t timed had. Unless otfur,om slated on the MD, only Npin � odoodor plates shall be used for the TDD to be wild. As a Tress Design Engineerbg ew (i.e. Specialty Engineer), Me seal on any TDD represents an acceptae of Me professional engineerin ,A.1 RDRP mspotsibilityfor the design ofthe single Truss depicted on the Too only. under TPI-I.Thedesign assumptions, loading sanctions, suitabiLty and use of Nis Truss for any Building is Me 111TRUSNE5 Building is the responsibillly of To Owner. the Ownern oudommal agent or Ne Bustling Designer. in Me concert oftheIRC, Me IBC, local beading code and TPI-1. Theappmvalofthe •=mu�.m^ responsibility ofthe Owner,Me owners authorized agent orthe Building Designer. in Me curator ofthe[Be. Me IBC, local building code and! TPI-L The approval of Me TOD and any field Anthony. Tombo lll, P.E. use of Me Tress, including handling, storage, installation and bracing shall be Me respmaibiliy of Me Building. Designer and Contracbr. All notes set Out in Me Too and the practices and y guidelines ofble Building Componentm safety lnfoabon(BSCI)pubashed byTPI exISBCAarereferenced forgeneralguidance. TPI-1 der es Merespansibili0esand duties of Me Tress #80083 Designer, Truss Design Engineer and Tress Manufaraureg unless otherwise defined by a Contrail agreed upon in wring by all parties involved. The Tress Design Engineer is NOT Me Buildir g 4451 St. Lucie Blvd. Desgner or Truss System Eagineerof any building. Aa capita@ed terra are asdefined NTPI-1. Fort Pierce, FL 34946 fuoMoht®i018h1RmlTrvzsez-M1hom T. TarMeIII,P.E. Reprcdu1i-nal Nise-th.nlN anytann, b pMItordwtlwN M. vmtlen armhosim011 RoalTrms-Mfishi TamW III. RE Job Truss Truss Type City Ply 11/12/2018 2872 74190 ' 1 J10P I MONO 10 1 Loading Criteria (par) 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" Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 12 0�ax4C 6 � a to=2X4(A1) ua B A F_ EG SEAT PLATE RED. Wind Criteria Wind Sld: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 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 Purlins, In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Stan(ft) End(ft) BC 115 0.15 10.57 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left bottom chord exposed to wind. SEAT PIATE RED. 10'i Code / Misc Criteria Defil Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udell L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.008 F 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.011 F 999 240 B 493 /- !- 1539 /195 /304 FT/RT:10(0)/10(10) HORZ(LL):-0.004 F - - G 413 /- /- 1467 1193 !- Plate Type(s): HCRZ(TL): 0.006 F - - Wind reactions based on MWFRS WAVE Creep Factor: 2.0 B Brg Width = 7.6 Min Reg = 1.5 Max TCCSI: 0,424 G Brg Width =6.9 Min Req=1.5 Max BC CSI: 0.996 Bearings.B & G are a rigid surface. Bearings B & G require a seat plate. Max Web CSI: 0.310 Maximum Top Chord Forces Per Ply (Ibs) Wgt: 56.0 Ibs Chords Tens.Comp, Chords Tens. Comp. VIEW Ver: 18.02.00-1016.21 A-B 27 0 C-D 41 -110 B - C 488 -520 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-F 469 -599 F-E 461 -591 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. F-C 416 -464 _D-E 165 -91 ' C - E 734 -573 ^WARNING^ Please thoroughly review the -A-1 ROCF TRUSSES("SELLER"), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGMENT- fare. Verify design parameters and mad notes on this Tons Design Dmiring(Mi and the Andua T. Tombo ill, P.E.Reference Sheet before use. Unless passivism stated on Me MD. only Npin 9 wnneslorpUteashaAbeusedfor Ne TDOtOWe 10. Asa fire.Design Engmeemy(i.e.Speculty Engineer), the seal on any TOD represents an acceptance or Pe professional engineerin /I MA.1 ROOF responsibility for Me design of this single Trust depleted on the TDD only, under TPI-1.The deal assumption, loading wndilions. suitability and use of Nu Tmss for any Building is Me -JSTR11556 Building i5 the responsibility, often Diane. the Owners ashamed agent or Me Building Designer, in the pantexta the IRC, the IBC, local building pads and TPI-1. Theappmvaloferm •ru�u�•.a hoppns2illty offle owner, Me Owners auNomed agent or the Building Designer. in 0e wntexlofthe Mo. Me IBC, loot building ease and TPI-1. The appraval of the TOD and any field Anthony T. TombD III, P.E. use ofthe True, including handle , seems, installaron and bracing shall be Me resp risibility afthe Slowing Designer and Cormunter. All notes set out in Me MD and Me practices and guidelines ofine Building Comwnent Safety lnfomallon(BSCI) published by Tint and SSCAare referenced par general guidance. TPI-1 defines the responsibililies and duties ofthe Truss #80083 Designs, Truss Design Engineer and Those Manufacturer, unless othendse earned by a Coupled agreed upon in writing by all pates involved. The Truss Design Engineer is NOT Pe Builifir g 4451 St. Lucie Blvd. Designer or TussBRMm Engineer t any building. Allcapitalized letmsare asdefined in iPl-1. .,.. ,., n c_ , T. TamWIII.P.EReorWugbn WNizdmmentnaeryMn.bpmNLtetivNhout Nevrtltlen pemtis9cnalA-1 RcolTrvuea-PnNanyT.Tgnbo ill; P.E Fort Pierce, FL 34946 Jab Truss Truss Type Oty Ply 11/12/2018 2765 74190 ' J2 EJAC 2 1 C 12 6 T B o =2X4(A1) CV 57 A D SEAT PLATE REQ GfC r Loading Criteria (psf? Wind Criteria Code / Misc Criteria DeefIfCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Code: FBC 2017 RES PP Deflection in lob Udell U# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Std: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL B 181 /- /- 1159 162 186 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA BCDL: 10.00 Risk Category: ll FT/RT:10(0)/10(10) HORZ(LL):-0.000 D - - D 43 /- /- /23 P /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.001 D - - C 53 /- /- 136 153 /- Des Ld: 40.00 Mean Height: 15.00 it WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0,111 B Big Width = 7.6 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.052 D Big Width = 1.5 Min Req = - Spacing: 24.0" MWFRS Parallel Dist: 0 to h/2 C Big Width = 1.5 Min Req = - C&C Dist a: 3.00 it Max Web CSI: 0.000 Bearing B is a rigid surface.. Loc. from endwall: not in 4.50 it Wgt: 11.2 lbs Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 24 -64 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Purling Chords Tens.Comp. In lieu of structural panels or rigid ceiling use pudins B - D 0 0 to laterally brace chords as follows: Chord Spacirl oc) Stad(ft) End(ft) BC 28 0.15 2.46 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. "V✓ARNING" Please thoroughly review Me 'AA ROOF TRUSSES ('SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER (-BUYER") ACKNOWLEDGMENT" form. Verily design parameters and nail notes an this Tress Design Drawing (Too) and be Anthony T. Tomas III, RE Reference Sheet Lerore use. Unless o0mwise stated on tie TDO, only Alpin se .nneGorplatesshallbeusedbr Me TDDWb valid. As a Treas Design Engineering (i.e.Spedalty Engineer). Me seal on any Too represents an addeptance offhe professional engineerin gA-r ROOF �aTRl155F5 responsibility us ilityforMedesign of tie single Truss depined on tie TOD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is Me Building is Pe, responsibility of the Caem,the Dwae(a auNmlad agent or tie getting Designer, in tie meted of tie IRC, Me IBC. 1=1 building bode and TPI-1- Theappmvalofine •��•� rsspone liyafthe Owner. tie Owners authored agent or tie Building Designer. N the bartender the IRC, Me IBC, local building wile and TPIA. Theappmeralof Oe TDDandanyleld AnthonyTombo Ill, P.E. y use of the Trusts, i,mludin9 healing, etmage,instated. and handing shal be Me responsbility of tie Building Designer and Contractor. All notessetouarn Oe TODand 0e p2tlices and #80083 guidelines of 0e Sodding Component Safety lemeralltSSCI) published by TPI add SBCA are referenced for general Wearers. TPI-1 deMes Neresponsiblitiens and dubesoftes Tress Designed Tmss Design Engineer and Tmss Manufacturer. Unless aMemisa defined by a Commol agreed upon in carting by all parties involved The Tmss Design Engineer is NOT tie Buithdin g 4451 St. Lucie Blvd. Designeror Trusssystem Engineerroam building. wpUl¢a te.s etaasdermain TPI-1. CocoolMlfi A.1 Rwf Trvs[es-Mtho,ry T, Tomw IIIs,. P£ PepMUGm W tltia tlmment, F anyfa..ls prMibitM wmom never. Ix,misLcn of-4RMTtussa-MNarty T. TanEo III, PE. Fort Pierce, FL 34946 Job Truss Truss Type Oty Ply 11/12r2018 2766 74190 J2A EJAC 2 1 12 6 F_ - C 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 " ., N 0 ■f Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 fit TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chard 2x4 SP #2 But chord 2x4 SP #2 :Lt Slider 2x6 SP 92: BLOCK LENGTH = 1.500' Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(it) End(ft) Sc 19 0.00 1.57 Apply puffins 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. 0 �-- 1'6"14 - - { Code I Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT1RT:10(0yI0(10) Plate Type(s): WAVE ••WARNING•• Please thameghly review Me 'A-1 ROOF TRUSSES ("SELLER').GENERAL r.eil40sD) a-ae atszh.le..MfoMTDDWWwid. AaTruesyEn9aavnaq((L.Spedafty of Via i i De0/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL):-0.001 B - - HORZ(TL): 0.002 B - - Creep Factor. 2.0 Max TC CSI: 0.084 Max BC CSI: 0.022 Max Web CSI: 0.003 Wgt: 9.8 Ibs VIEW Ver: 18.02.00.1016.21 ♦ Maximum Reactions (Ibs) - Gravity Non -Gravity Loc R+ / R- / Rh 1 Rw I U I RL A 63 1- /- /37 /- 140 D 30 I- 1- 116 1- 1- C 47 /- 1- 139 154 /- Wind reactions based on MWFRS A Big Width = - Min Req = - D Big Width =1.5 Min Req =- C Erg Width = 1.5 Min Req = - Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Ccmp. Chords Tens. Comp. A-B 53 -114 B-C 23 -58 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-D 2 -2 CONDITIONS CUSTOMER (-SHYER') ACKNOWLEDGMENT" form. e(erenm Sneet before use. Unless otherwise stated ea Me MD. only Ali seal is on any TDD represent an acceptanof tha professional ergineen lion conditionsswtabieN and use of e1b Truss for any 801ding 0 the ndanoe. TPI-1 del the rezpn,leoNesam ouues arurei by ell pares, inwNed. Tre Tress Design Enyaaw is NOT the 1 �A-1 RDDF `�TR1155E5 Anthony T.Tombo Ill, P.E. # 80083 4451 St. Lude Blvd. Fort Pierce, FL 34946. Job Truss Truss Type City Ply 11/12/2018 2767 '74190 ' J5 EJAC 4 1 C T 12 6 n uD (V (h 2X4(A1)B l� 57 A D SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria Code / Misc Criteria. Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sld: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Std: 2014 VERT(LL): NA Loc R+ / R- / Rh / Ray / U- / RL B 274 /- /- 1218 181 /154 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA BCDL: 10.00 Risk Category: ll FT/RT:10(0)/l0(10) HORZ(LL):-0.005 D - - D 92 /- /- /52 /- /- EXP: C Kzt NA Plate Type(s): HORZ(TL): 0.008 D - - C 130 /- /- 197 /119 /- Des Ld: 40.00 Mean Height: 15.00 it WAVE Creep Factor: 2,0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI; 0.470 B Brg Width = 7.6 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Max BC C51: 0.262 D Brg Width = 1.5 Min Req = - Spacing: 24.0 " MWFRS Parallel Dist:0 to h/2 C Brg Width is 1.5 Min Req = - C&C Dist a: 3.00 it Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 4.50 it Wgt: 16.8 Ibs Bearing B requires a seat plate. GCpi: 0.18 1 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 58 -134 Top chord 2x4 SP #2 Bat chord 2x4 SP #2 Maximum Bat Chord Forces Per Ply (Ibs) Puffins Chords Tens.Comp. In lieu of structural panels or rigid ceiling use pu ling, B - D 0 0 to laterally brace chords as follows: Chord Spacing(in oc) Stad,(ft) End(ft) - BC 58 0.15 5.00 Apply pudins 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. - "WARNING- Please thoroughly review tMeW1 ROOF TRUSSES CSELLER'), GENERAL TERMS and CONDITIONS CUSTOMER CBUYEW) ACKNOWLEDGMENT' f.ml. Very design parameters and read notes on the Truss Design Draen,(TOD) and th Anthotry T. Turtles Ill, P.EReference Sheet before use. Unless otherwise slated on the TOO ,ony Alpin � nnedorpOtsshallbeusedWNe TDDtobevalid. Asa Truss DesignEngineerig(i.e. Sbreany Engineer), Me seal on any Too represents an accordance of Peprofessimul engineer' is Aq ROUF ��TNf155E5 respresibilityforthedesgn of Me single Truss depicted onthe TDDony, undarTPIA.The design assumptions, loadmgcontithol suilabMiNand useof Nis Tmssforany Building Ma Building is the maponsitaity of me oxoer, the Goners authorized agent or me Building Designer, MeeimaNdef the IRC, the IBC, local building rode and WI-1. Theapprovalofthis respdnsibilityofth. Onner, the Owne(s auNorized agi Me Building Designer, in Me contest of Me IRC, Me IBC, local building rude and WI-1. The approval.( Me TOO and any field Anthony. Tombo III, P.E. y use of Me Truss, including handling,storage. instartitionand timing shall be Me responsibility of the Building Designer and Contractor. Alnotessetmdin Ne TDcandthepradwsand #80083 guidelines of the Building Component Safety information (BSCI) published by TPI and SBCA are referenbed for general guidance. TPI-1 defines theresponsibilities and dutiesofthe Truss Designer,Truss Design Engineer and Truss ManufaeWre6 unless othereds, defined by a Confined agreed upon In wilting by all pates involved. The Truss Design Engineer is NOT the Smith 4451 St. Lucie Blvd. Designer or Tress S=rn Engineers any building. M osaistiaa l terme areareaeed in TPI-1. Cnpynght 02016 FI R.Nnvnes-Mlh.1T.Tom su. PE Rep,cEuctim ofiNsdcamentheny twm. is pmhi.RedwiNou NexXtten Irt,missi.nWA-1 Rcof Tnm.s-MtMny T.T—billl.P.E Fort Pierce, FL 34946 Job • Truss Truss Type Qty Ply 11/12/2018 2768 '74190 ' J6 EJAC 14 1 C . 12 6 of io i� 2X4(A1) B T 57 A D SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria Cade / Misc Criteria De11/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code:FBC 2017 RES PP Deflection in loc L/de0 L1# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI SID: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U I RL B 297 /- !- /233 140 1123 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA BCDL' 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.006 D - - D 104 /- !- 159 /- /- EXP: C Kzt NA Plate Type(s): HORZ(TL): 0.012 D - - C 148 !- !- /110 190 /- Des Ld: 40.00 Mean Height 15.00 ft WAVE Creep Factor. 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL 5.0 psf Max TC CSI: 0.3 g Brg Width = 7.6 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf D Brg Width = 1.5 Min Req = - Spacing: 24.0' MWFRS Parallel Dist: IT to 2h .333 Max BC CSI: 033 C Brg Width = 1.5 Min Req = - C&C Dist a: 3.00 it Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 9.00 It Wgt: 19.6 Ibs Bearing a requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 e-C 66 -146 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 - Maximum Bo[ Chord Farces Per Ply (Ibs) Puffins Chords Tens.Comp. In lieu of structural panels or rigid ceiling use puriins B - D 0 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 66 0.15 5.60 Apply pudins 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. —WARNING— Please thomugnly review the'A-t ROOF TRUSSES('SELLEW). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER-) ACMOWLEDGMF.Nr` farm. Verity design parameters and mad notes on Nis Time Design Drawing (TDO) and vie MlM1ony T. Tombs III, P.E Reference Sheet beam use. Unless olbenwise stated on Ne TOD, mtly Alpin mureaorpmesshaAbausedfortie TDDfobevalid. AS a Time Design Enginesso,a.e.Spedalry Engineery. vie seal an any TOD mpreseMs se aecepta s, of Ne profess iomle�ineenin //. A-r ROOF nopeaviVity far Na dmignafthe single Time depicted on me TOO only, under TPI-1. The design asswnptiana, loading 000diuons, sombllity aM use of this Tmss foreny..BUJtlinghNe / oTRu55r3 of endlat or Never. Ne Owner,Nebsdgigot eupGna Nere,.c,o., in re coriaer,Ni.IRC.ert aranedagenl asnd TR-1. no.p,ami the Too C.1.1 adeCseas on � uadtiane eta w�be9 in re Anthony T80083 ill, P.E. tea°=afnN�e�r lrataunga ,stama9ne. mstandaume oruee oey�eara�a� 5M..pNT0a. t�nepaOfM.T #.Luca of vie sMd by TPlaMSaCAaret ldada duties Tmss for generalguiyan¢. TPNdved. NeTime Tafelyarmlame, aess DesigienaM esigngng..end Doodefes OTT sensedu oesigic, T. Design rsglneer aria Tram MarsalamapitimessaucmasilenedbTPI-1. Contract sensed ewnmwntwg In all nantiea vweleed. no Time Design Enyneob NOTNe anaa o 4451 St. Lucie Blvd. Desgnerar Tnas Syslom nms- otam• .Tosco. M rep:uraea temp areazdefapd loTPbt. - Wjy,•yv030feM RbxT�n-MVVFly T.TmJn II.PE Repodu,Ybndatlfamnmti,ayfmn.6p�WMedWoaOvwrlen pemdssun W/•-1RwfTri¢xs-MYany T. Tani0o 111, p.E Fort Pieree, FL 34M Job Truss Truss Type Qty Ply 11/12/2018 2769 74190 J7 EJAC 18 1 G 12 p 6UD n Vs in r 2X4(A1) B T 1 A PA D SEAT PLATE REQ. 1, l — 7- Loading Criteria (ps0 Wind Criteria Code I Misc Criteria Def#CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in too L/defi L/# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL B 352 /- !- /270 /99 208 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA BCDL: 10.00 Risk Category: ll FTIRT:10(0)/10(10) HORZ(LL): 0.013 D - - D 130 /- /- 176 /- /- EXP: C Kzb NA Plate Type(s): HORZ(TL): 0.025 D - - C 187 !- /- 1141 1167 /- Des Ld: 40.00 Mean Height: 15.00 it WAVE Creep Factor. 2.0 Wind reactions based an MWFRS NCBCLL: 10.00 TCDL: 5.0 pat Max TC CSI: 0.5 B Big Width = 7.6 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Maz BC CSI: 026 D Brg Width =1.5 Min Req = - Spacing: 24.0' MWFRS Parallel Dist: h/2 to h .526 C Brg Width = 1.5 Min Req = - C&C Dist a: 3.00 it Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 4.50 it Wgt: 23.8 lbs Bearing B requires a seat plate. - GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 84 -169 Top chord 2x4 SP 92 Bat chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Purling Chords Tens.Comp. In lieu of structural panels or rigid ceiling use purring B - D 0 0 to laterally brace chords as follows: _ Chord Spacing(In oc) Start(ft) End(ft) BC 75 0.15 7.00 Apply puffins 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. -WARNING- Please thoroughly review Me -A-1 ROOF TRUSSES(-BELLEW). GENERAL TERMS and CONDITIONS CUSTOMER CBUYEW) ACKNOWLEDGMENT' form. A Venfy design paremoters and read notes on N¢ Truss Design Drawing (TDD) and tho Anthony T. Tonto III, P.E. Reference Sheet before use. Unless oNemia8 staled on Me TDD, only Alpin mrmegar pUtes sba0 be uaetl ror Me TODrobe valid. Asa Truss Design Engineenng(Le- Specialty Enlneer),Ne seal on any Too represents an acceplanto of gee professioinI gineenn q-rTR 9pE5 responslDJl'ryfortfia design 01 Ne single Tnist CepidMm Ne TDD oNy, under TPl-t.TM1a tlesign assumptions, boding auMe18C suila use al N6 Truss forany BWtllnl tthe MaaM BurPuIg LS Ills responsSmry of Ne Owner, the Owln(s autMdzadagenlor Na Bulltlug Designer, in MocmlextollAa IRC, NOIBC.IaelNdding cWeaM TP41. TheaDDm al oltba •aam.�w.v respms3igry of Ne _.,theOwnofa augm'¢id agemmgle Bodd irg Devgno,, in Memntextof thelRC, the1BC,bpIWWug node alW TP41. Theapproval of Ne TDD aM any fietl Anthony T. TOmbo ill, P.E. use oltln Trust, indudhg handGlg, sbmge, iratNladon aM brachg star Ee tin resppnvbiGry of Ne Buitl'ug Designer antl ConVactar. M notes set Min Un TDD aM the prarLas antl Trvu #80083 guide esaressBuutl_Compwrant gafery lydolmagon(aS,)pubfislletl byTPIand'a--retererced forgerrral guidanm. TPFl eeraat ma resprnsibgities am nudes oftna Desgner,T_Design ErghleeraM Try Maadesioer. uNsss othemise aeNndM a--..9reetl upon in wnNg by aO paNes mrtivN. ThaTreat Des6pl Ergineu is NOT the Bu' 44$1 St. Lucie Blvd. oai�erm rhea syala,n Ellgneer famsanhhg. Ab vash.discos xe asdeN dnTPI.1. Gpy,gNOMlleAIRMTrvvws—Mllmy T. T.0 PE RHvodtlYn of abdassm. tons.¢qr/Abdu�wnllewiam remains ntA-t PmfTwsm—M�dnry T. TmnM nl,PE Fort Pierce. FL 34946 Jab Truss Truss Type City Ply 11/12/2018 2770 74190 J7C EJAC 4 1 D 12 T I 6p fV v C =2X4(A1)B E GF SEAT PLATE REQ. --1'—f-2'1°104'10°6 j T I Loading Criteria (ps0 Wind Criteria Code I Misc Criteria De0/CSI Criteria - ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code:FBC 2017 RES PP Deflection in lot Udell U# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Std: 2014 VERT(I-Q: 0.120 F 687 360 LOC R+ / R- / Rh / Rw if U 1 RL B 352 !- !- /270 199 /208 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.232 F 354 240 BCDL: %00 Risk Category: ll FT/RT:10(0y10(10) HORZ(LL): -0.054 G - - E 123 /- /- f75 /- /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.104 G - - D 187 /- A 1142 /162 P Des Ld: 40.00 Mean Height: 15.00 it WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0,4 B Brg Width = 7.6 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.472 72 E Big Width = 1.5 Min Req = - Spacing: 24.0 ° MWFRS Parallel Dist: hf2 to h D Brg Width = 1.5 Min Req = - CSC Dist a: 3.00 ft Max Web CSI: 0.270 Bearing B is a rigid surface. Loc. from endwall: not in 4.50 If Wgt: 28.0 Ibs Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 1 1 VIEW Ver: 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-e 27 0 C-C, 84 -161 Tap chord 2x4 SP#2 B-C 0 -217 Sot chard 2x4 SP 92 1 Webs 2x4 SP #3 Maximum Sot Chard Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X4 except as noted. B - F 98 -146 G - E 0 0 C-G 144 -82 Pudins In lieu of structural panels or rigid ceiling use pudins Maximum Web Forces Per Ply (Ibs) to laterally brace chords as follows: Webs Tens.Comp. Chord Spacing(in oc) Start(ft) End(fl) BC 24 0.15 1.99 G-F 45 -20 BC 68 1.99 7.00 Apply puffins 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. —WARNING" Please Blornal review Me 'AI ROOF TRUSSESrSEl-EW), GENERAL TERMS and CONDITIONS CUSTOMER (BUYER') ACKNOWLEDGMEM' form. A Venly design pararrelersand read rtaa3 w bb Truss (Nesgn Draxilg (TOD) and do AaMmy T. T. W Ill, P.E Roferenm 5te0tbebre ase. Unless oNemise statetl on Me TDD, aNy Alryn cervagon platos stag be used for pie TODto be ralN. Asa Truss Design Engmeerug(he.Speoalty Eg r),dle wonany TDDmmre nnana=ptarceof Neprofes lmgineervi A-1 ROOF �TR11556 pons3ility forNe design of Ne single Truss aleplpM on the TOD Wy, undo TPl-1.TM Design assumptions, bating mndidere, witaEDlyaM use of ptc Truss loraM Buffing is pie Busdmg'¢Me respgnsb'diy o/1he Owner, lAe Gwa0r9 authored agenton Ne Bualdug Oesigner,bMe conteatWNeIRC. tla IBC. brat hurtling cetle and TPN. Theappmvaloftfle respansgaliryol Ne Owner, the Ovmeh autlwizea agent ar Na Bwid'mg pevgner,bNe mn[ertMbelRC, tiro IBC.locelbuddbg coaleaM TPI-1. Tbeappmvolof Me TDDaManyfield Anthony. Tombo 111, P.E. y use oftM Tmss,'uxlWing laMling, atonge. insanauon aM Crating stall be ttw rezpons3Lty of lne aWd'ug DazgneraM ContraCor. mmtessetmtinlhe TDDaMthepract .nd of the Belong component Safety intentional (MCI) published by not and SSCAam referenced forgerarsl guidance. TPI-ldefiMe MemsponsibRibesanddW4 ofine Truss #80083 guide0nes Designer, Truss Design Engineer anal Truss Manufacbrer, uNess obrervdse defined by a CattraG agreed upon in wriCng by all patges LrvoNal The Tress Deslgn Engineer m NOT the Etillifil g 4451 St. Lucie Blvd. De9gneror TmssSystem Enyneerofan,bwlding. Mcepitagzed lermsare as defuced'm TPFt. Lo. y�kjM02010A1 RoorT�ussei-MNOIry T. Tmnh�Ilt P.E RepWin4n WNaEmnet6banYf�^.sP^+NT�1rd`�nRntlawn0en{e�MssbnNA�l Roof TUSan-N�arny T. Tvnbo ill, P.E Fort Pleme, FL 34946 Job TTUSS Truss Type Qty Ply 11/1212018 2771 *74190 ' RE EJAC 5 1 C 12 6 r N (7 C =2X4(A1) B 57 1 A D SEAT PLATE REQ. 1, l T Loading Criteria (ps0 Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl L 10 Gravity Non-Gmvity TCDL: 10.00 Speed: 160 mph TPI Std: 2014 VERT(LQ: NA Loc R+ / R- f Rh / Rw / U / RL B 352 /- /-. 1385 /144 1150 SCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.016 D - - D 130 /- I- /217 1116 f- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.025 D - - C 187 /- - /- /150 1109 /- Des Ld: 40.00 Mean Height: 15.00 It WAVE Creep Faclor: 2.D Wind reactions based on MWFRS NCBCLL: 10.00-TCDL: 5.0 psf Max TC CSI: 0.779 B g Width = 8.0 Min Req = 1.5 Bi Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.793 D Big Width = 1.5 Min Req = - Spacing: 24.0" MWFRS Parallel Dist: h to 2h C Brig Width = 1.5 Min Req = - C8C Dist a: 3.00 It Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 9.00 ft Wgt: 23.8 Ibs Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 8-C 84 -185 Top chord 2x4 SP #2 Sot chord 2x4 SP #2 Maximum Bot Chord Farces Per Ply (Ibs) Purlins Chords Tens.Comp. In lieu of structural panels or rigid ceiling use purling B - D 0 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 7.00 Apply pudins to any chords above or below fillers at 24" OC unless shown Othelwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. —WARNING— Please Namughly review Ne'A-I ROOF TRUSSES('SELLER"). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGMENT" roan. vent' design parameters and mad nags on P¢ Truss Design crown, (TDD) and the Anthony T. Tombo U. P.E Relerenco BM1ee! before osa. Unless otherwise staletl on Ne iDD. anty Alpi / coiumaor plates shad be used Tor the Too b to, valid. As a Truss Design Engineer g g.e. Specialty Eglneen, the seal an any Too represents an acceptance or the professional angineenn respanaid0y fonts designof Me single Truss depiaetl on the Too Only. under TPI-1. The de4gn assumptions. kal conditions. sulabi0y and use of rNs Truss tar any Beltleg title `aA-1 ROOF 1111TRUNNES Bmitl'ugblM1e responsgx'Igy O/Ne Owner, the owrers audMzed agantor the Bugd'ug pesigner,eNe melt o/the lRC, meIBC.locolbwtlitg code artl TPpt. maappmmd of Na •.uw�o responvTiGyaf Ne O.met,tlre Ovmeh auNtttrcd agentwNe Bwldirg Designer,mNe wnlert Of Ne IRC, the IBL,IouI WOSitg cotle and TPN. Theeppmval Ol the lDD and anY field Anthony. Tombo ill, P.E. y useer Ne Truss.Inclug luM .tt bmpubll lemerespa lbe OuM+g Desigmir # 0083 By ammtl MDO dOpoisT fely.inaalwnaM WOntract-Idemless.mp rmss guidelines of tie BuiHug COmlaanant 0arey lnfomatlOn (BSCI) pubGsfetl bye m bOaC are reagre u Tor inrea gaNan p TPI-1 tler ueTnaa CebuNaa am awes NOT oesyner rTma Deign Etginee ver.mdessemsemb der aMaeormaaagreea upanmwnnrtg by au pamas mvanad metros, cesyn Ergnaer is Nor me ewd' Thor Mes. . Lucie g451 SLLude Blvd. .f All Dezigmrarmsa system etgmeer ranymaTcag. Ao vPimraea mnm as as aao-ea r, rnl-1. C�y�l9at0 Af0 M RbY Teaxa-PmhmyT. TmnCo N. P£ nepoewfMMN9awuwmtinamtan^.b paaaledvWORaewnEm Ivmsa'malMt PM Trvssea-ammyT. Tanm IR P.E Fort Piercee, FL 34946 Job Truss Truss Type Dry Ply 111121211111 2772 74190 J7P EJAC 2 1 C 12 6p 57 42X4(Al) 1 F D SEAT PLATE RED. Loading Criteria (psf) Wind Criteria Code I Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefi U# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Std: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw I U I RL B 352 /- /- /385 1144 208 BCLU 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA BCDL 10.00 Risk Category: II FT/RT:10(0y10(10) HORZ(LL): 0.016 D - - D 130 !- A 1217 1116 /- EXP: C Kzt NA Plate Type(s): HORZ(TL): 0.025 D - - C 187 /- A 1150 1164 1- Des Ld: 40.00 Mean Height 15.00 ft WAVE Creep Factor. 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.7 B Big Width = 7.6 Min Req = 1.6 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.793 D Brg Width = 1.5 Min Req = - Spacing: 24.0' MWFRS Parallel Dist: 0 to h/2 C Big Width =1.5 Min Req = - C&C Dist a: 3.00 ft Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 4.50 it Wgt: 23.81bs Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 1 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 84 -185 Top chord 2x4 SP #2 Bot chord 2x4 SP #2' Maximum Bot Chord Forces Per Ply (Ibs) Puffins Chords Tens.Comp. In lieu of structural panels or rigid ceiling use puffins B - D 0 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) - BC 75 - 0.15 7.00 Apply puffins to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. -WARNING' Please thoroughly review tbe'A-1 ROOF TRUSSES[SELLER"), GENERAL TERMS and CONDITIONS CUSTOMER('BUYER°) ACKNOWLEDGMENT' Icrm. Verify design parameters and read holes an this Truss Design Drawing (TOO)and the An" T. Tombo ill, P.ERefemnw Sheetb muw.UNessobemwsbtedon Oe TOD, Doty Arpin Cormectpr pbee ebegbe usM fprthe TDDtebe valid. Asa Trade Design Engineering (i.e. Specialty Eng'vrea).the seal on any MD represent an acceptance of ba pmessimul ergineerb� A-1 ROOF respms3itiyforthe design of the single Truss depicted an the TOD my.under TPH. The design asnmgdons. Ioa2ng conditions, suibbBy and use of this Truss forany adding is the 1910WOTRUSSEN Bmldug tithe respansbilily of the Owner, the Owrela auNazed agenlor the Buidvg Designer.btln oentedof Ne lRC, theIBC.Ipcol buJONg cotleeM lDH1. Tba aDPmral oltha .,,®�+� r¢sponsibitih of the Owner, the Ownels auduabedagenl of Na Baidi119 Designer,n Ue ranted of the lRC, theIBC, kxal buiYlvg cotleaM TPI-1. The approval of the TDD and anyfieJtl Anthony. Tombo ill, P.E. y t the T.. iromitg llandf,y, sWma. boababosi brimin, Ybe the mi,onsibifycifereB.3ifigDesigneraM COM2Ga.M roed Is selwthe MD and the pta lias and #80083 guiderves of ba Bwb'n, Componam Safely lnformatgn(BSCQ pubcomed by TPl and SBCAara referenced for general guicianco. TPptdetmestl mspmbdtmanddu dee Truss ,mourner. Tons Design E,..M TnrSManWarNrer,nrmssothemisa signed by a Conbactagreed upon in wring by au parties anoved. The Truss Design Egineu¢ NOT the Budd 4451 St. Lucie Blvd. DesIp urTruas S,sxm Ergmeerofarybmlding. Ae mpibreM terra areas aermeam TPl-l. C�gNOalteAl RmlTrmu—MVvny T.Tonilaln.P£RNWvlim WPh hamnLhvryrum,bpMaCVIrNVIIVbwinOm pennixffi,WA1 PmfTwave—NdmyT.TanEh al. P.E.FOIE Pierce, FL 34946 Job Truss Truss Type Ory Ply 11/12/2018 '74190 PB01 COMN 1 1 2n3 Loading Criteria (ps() Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 15.00 it NCBCLL: 0.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 2.0 psf Spacing: 24.0 MWFRS Parallel Dist: It to 2h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 R GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Plating Notes All plates are 2X4(At) except as noted. Purlins In lieu of structural panels or rigid ceiling use purling to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 1.03 2.36 BC 37 0.15 3.25 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Design Dead Loads based on material weight adjusted for slope: BC: 8.00 PSF Wind Wind loads based on MWFRS with additional C&C member design. 12 6 SS F4 �3Uzl B CC E A — — — — — — — F ,1- 11"1 -t 3'4"12 11"1 'A 1 4,3"13 Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(Oy10(10) Plate Type(s): WAVE 62"14 Defl/CSI Criteria PP Deflection in roc Udell L/# VERT(LL): 0.001 D 999 360 VERT(CL): 0.001 D 999 240 HORZ(LL): 0.000 - - HORZ(TL): 0.001 - - Creep Factor. 2.0 Max TC CSI: 0.033 Max BC CSI: 0.052 Max Web CSI:, 0.000 Wgt: 16.8 Ibs VIEW Ver: 18.02.00.1016.21 T 1 ♦Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 21 !- A /12 /13 132 B• 98 /- !- 151 /30 A F 21 /- A /9 /10 !- Wind reactions based on MWFRS A Brg Width = 7.3 Min Req = 1.5 B Brg Width = 40.7 Min Req = - F Brg Width = 7.3 Min Req = 1.5 Bearings A, B, & F are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 38 -34 D-E 195 -136 B-C 195 -136 E-F 18 -9 C -1 185 -116 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-E 116 -96 -WARNING- Please Noreugllly review tire-A-1ROOF TRUSSESCSELIEW), GENERAL TERMS and CONDITIONS CUSTOMER (-BUYER") ACIWOWLEDGMENT• form. A verify design parameters and read nose on Nis Toss Design Drawing(Too)and floe sai T. Tonto lll, P.E. Refereneo Sbeelbefore use. Unless onemse statadondbo TDD, call -a wrNe pNtessllaflW. dfo Ne TDDto We id. Asa Trvss Desgn Engineervg(ie. Spetially Engineer), No seal on any TDO represenb ane¢aplanw e(Ne pro(esslonal engineerin A-r ROOF responaftsIityfm Nedesgnof Ne aingNToss depicted oriel¢TDD only, under TPYl.The design assumption,knongondiYons, suiNbiOtyand useVN5Truss erany SuildingbNe aTRU55E5 Buildingsure resporslbAlyot Ne Ownerthe Ownefs autnexasidagentor Ne Building Designer. NNe contenol Ne IRC, ds IBC, local buildingcodeand TPl-1, Theappovalafdle respof Nors.a Own Ne IBC, local aMTPN.TheappovalDNe TDDeMdeea.d agenand Ne Build mg Oeslgner,m Neantatthe Anthony. Tombo 111, P.E. y handli.metsaungr¢ed B1RC, Connecode of the Truss, indudNg aroWnent Salary oanationantlI) Nbsbad be Ne read WCAtyarafiencedg Designer antlence. o.Anroresset oathNeTOD and Nepractices antl usst the guitleGnesof floe Builoing Component Safey lNomadon(BSCQ pubpsRM by TPl and SBCAare referexMla general guidanw. TP4l tlefuws Ne resposibdAes antl duties D(Ne Truss #80083 Designer. Truss oesigtl Engineer antl Toss ManufacWrer, wtless dMrvrise defulMgaContratl agreed upon in writing Ey aA paNes invaNed. lTaTruss DeskJn Ergineer is NOT Ne BUJG 4451 St. Lucie Blvd. Designeror, Toss System Elghaer far,bWcir , AlIezptaf¢ed IvmtlareasdefeadhWi-I. FL 34946 CrypgMBMteLl acq Tnime-NVIany T, TtmMIII,P£RepMu[Ua,af Nisdmmem,Inary M1rm.tPtluLIMMNwn mewrgmpermavnarFl PmfTnwe�-PrvMny T. TvnEonl, P.E Fort Pierce, Job Truss Truss Type - Cry I Ply 11/12/2018 74190 ' PB02 I COMN 2 1 2774 Loading Criteria Unit) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 2'7"7 2'7"7 12 6 C=3X4 T B p T r 11"1 34"12 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 5.0 psf BCDL: 2.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Plating Notes All plates are 2X4(A1) except as noted. Purling In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(fl) End(ft) BC 37 0.15 3.25 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Design Dead Loads based on material weight adjusted for slope: BC: 8.00 PSF Wind Wind loads based on MWFRS with additional C&C member design. 1 4'3"13 Code I Miss Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE 5'2"14 Defi/CSI Criteria PP Deflection in roc Udell U# VERT(LL): 0.001 999 360 VERT(CL): 0.001 999 240 HORZ(LL): 0.000 - - HORZ(TL): 0.000 - - Creep Factor: 2.0 Max TC CSI: 0.027 Max BC CSI: 0.045 Max Web CSI: 0.000 Wgt: 14.0 Ins VIEW Ven 18.02.00.1016.21 ♦ Maximum Reactions (Ibs), or ".=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 11 /- /- /17 119 145 B' 92 /- /- 154 147 /- E 11' /- /- /7 113 /- Wind reactions based on MWFRS A Big Width = 7.3 Min Rep = 1.5 B Big Width = 40.8 Min Req = - E Big Width = 7.3 Min Req = 1.5 Bearings A, B, & E are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 53 -48 C-D 149 -110 B-C 149 -110 D-E 16 -5 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - D 87 -42 -'APARNING^ Please thoroughly review Me-A-1ROOF TRUSSES("SELLER"), GENERAL TERMSand CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGMENT" forth. Veidy design parameters and read name on this Truss Design Omdng (MO) and the Anthony T. Tombs ill, P.E. Reference Shadit Mom use. Unless othenvlse stated on Ne TDD, only Nunn tiomneda plates shau be used for Ne TDD M be valid A i a Truss Design Engineering (i.e. Specialty Engineee, Me seal on any TDD represents an acceptance of the professional engineeri aA-d ROOF responsibility for Me design of Me single Truss depided on Me TDD only, under TPl-1.The design assumptions, leading minorities, suitability and use of this Truss for any Boding is the "'TRIARE5 Building is the responsibility of the Qvneq Me Owner`s authm¢ed agent drum Building Designer. in Me mrsextofthe IRC, the IBC, local building cads and TP1-1. Theapprovaloftheros building and to banteA titne Ne mnad Anthony T. Tombo Ill, P.E, braonlg shallDesigner. use ofthsT Truss. indat ucing handling, stoage,nstillazed responsiblity ofBuilding Desgnerraand contractor. Ninolessetmtm TODandN pmdlcesand Truss #80083 guidelinesof lee Building Component Safety lnfurration(BSCl) pub fined by TPl and SBOA are rebalanced for general guidance. TPI-1 defines Me maparroullities and does of the Designer, Tress Design Engineer and Truss Manufacturer, unless oNerwise defined by a Comma agreed upon inwriing by all parties involved. TheTmssD¢siwEngineerisNOTIeBuildirg 4451 St. Lucie Blvd. DesignerorTmss System Engineerofanybuilding. Allcaplisideotermsadeastlefnedin TPl-1. CapyngN0al16>1 RwfTosses-Ma T.Tomh,111,P.E RepmauNon of tisdwument Otarryrmn.hpMtiteEwtNml Newntls penNssimaMlnwtTvssee-PrMa"y T.TmoolII.P.E. Fort Pierce, FL 34946 Job Truss Truss Type Oh Ply 11/12J2018 2798 -74190 • 1 PB03 I COMN 1 1 1 2 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x4 Sin #2 Bot chord 2x4 SP #2 It -- 2'77 2'7"7 { 12 T 6 C=3X4 T V B DI 3'4"12 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: EXP: C Kzt: NA Mean Height: 0.00 ft TCDL: 5.0 psf BCDL 2.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Nailnote Nail Schedule:0.131'x3', min. nails Top Chord: 1 Row @12.00' o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 2X4(Al) except as noted. Puffins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord' Spacing(in oc) Start(ft) End(ft) BC 37 0.15 3.25 Apply puffins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading . Design Dead Loads based on material weight adjusted for slope: BC: 8.00 PSF i- 4'3"13 Code I Miss Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(OylO(10) Plate Type(s): WAVE 5'2"14 DefUCSI Criteria PP Deflection in too Udefl U# VERT(LL): 0.000 999 360 VERT(CL): 0.000 999 240 HORZ(LL): 0.000 - - HORZ(TL): 0.000 - - Creep Factor: 2.0 Max TC CSI: 0.009 Max BC CSI: 0.023 Max Web CSI: 0.000 Wgb 28.0 Ibs VIEW Ver. 18.02.00.1016.21 ♦ Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 11 /- /- /- /- /- B' 92 /- /- /- /- /- E 11/- Wind reactions based on MWFRS A Brg Width = 7.3 Min Req = 1.5 B Erg Width = 40.8 Min Req = - E Big Width = 7.3 Min Req = 1.5 Bearings A, B, 8 E are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 6 -3 C-D 0 -55 B-C 0 .55 D-E 6 -3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 43 0 -WARNING— Please Noreughly review the 'A-11 ROOF TRUSSES("SELLER"). GENERAL TERMS and CONDITIONS CUSTOMER('BUYER-) ACKNOWLEDGMENT' form. ■ Venty design paremsters and read notes an Nis Trvss Donlan Drewing(r0D)md"Anthmy T.Tombplll, P.E. Reference Sheet before use. Unless odxe iw staled on Ne MD, only Alpin wnnedor plats. shot be used forge Too b he valid As a Truss Design Engin.."(i.e. Specialty Engineer), the seal on any TDD represents an anseplance of the professional erglaeedn q.t ROOF responsiii for Me design ofths single Truss depoled an the TDD only. under TPI-1.The design assumptions, leading candNons. suilabillty and use IN this Truss for any Building In; Me ®TRn59S reepogaUerlineO nery of me Owner,Neowra gent actress c dzedagent or Designer. 0 e conteer.nTe m�lert ISC.1 C.Ibe IBC,,de and ingmdeandpna-al of be Too and any .• ombo Io rmp bihyofthe Ownghan ling. aulnarized agenlrcNeeuadserbeithehansemm�teafthe BlRC. geeil..l.ad conventual TDDaMconaoa Anthony00830111, P.E. useof Ne Tru BUilud"ug hand@g.storage,M%V tlan(RSCI) bracingsherbetVL2M nsi mfeautQug DgenMigMda n.a Wr idedessetmtin thenit aM d ps&t Tm y guse .Mde Design gCompaent These m(ormatlon (aSCllpubtshed by TPlaMSBCAare saran dlergene2l guitlanm. TP4lhnsl. NeTruss Design esaM Julies OTOTruss #.Luca Deagleis Tnue Design Engiire,rof.1bo ManufacNrer, uNev omenvLse dewed byaContrapagreed uponNvmWg by an parEes involved. The Truss Design EngineerSNOT Ne 8ut6 gg51SLe, FIL Blvd. Desgreror Tuss SKbm Engneer INaM buildvg. AO mpitsf¢M Inrtu are as defined'm TP41. ..,-_.--_--- �."cPm/Tri¢vs-NOwrvT,Tanh�lll.PE Fort Pierce, FL 34946 Job Truss Truss Type Oty Ply 11/12Y2018 2775 74190 PB04 HIPM 1 1 r 14'0"7 -'- 2'6"11 --{ 12 =4x4 Q s A B C D E Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt NA Des Ld: 40.00 Mean Height: 15.00 it NCSCLL: 0.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 2.0 lost Spacing: 24.0" MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bat chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in DO) Start(ft) End(ft) TC 24 0.00 14.04 BC 120 0.00 15.52 Apply puffins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Design Dead Loads based on material weight adjusted for slope: BC: 8.00 PSF Wind Wind loads based on MWFRS with additional C&C member design. TTTI 1 TAD 16'7"2 Code / VISO Criteria De0/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Code: FBC 2017 RES PP Deflection in loc Udell U# Gravity Non -Gravity TPI Std: 2014 VERT(LL): -0.000 D 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.001 D 999 240 L' 77 /- /- /44 139 /3 FT/RT:10(0)/10(10) HORZ(LL): 0.000 H - - G 19 /- !- /14 17 !- Plate Type(s): HORZ(TL): 0.000 H - - Wind reactions based on MWFRS WAVE Creep Factor: 2.0 L Brg Width = 188 Min Reel = - Maz TCCSI: 0.468 G Brg Width = 7.3 Min Req = 1.5 Bearings L & G are a rigid surface. Max BC CSI: 0.095 Max Web CSI: 0.104 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wgb 56.0 Ibs A-B 3 -2 D-E 3 -3 VIEW Ver. 18.02.00.1016.21 B-C 3 -2 E-F 17 -51 C-D 3 -2 F-G 11 -8 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L-K 2 -3 I-H 2 -3 K-J 2 -3 H-F 31 -34 J-1 2 -3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-L 60 -53 D-1 350 -380 B-K 213 -219 H-E 193 -169 C-J 32 -40 ^WARNING" Please thoroughly review the'A-1 ROOF TRUSSES("SELIFR'), GENERAL TERMS and CONDITIONS CUSTOMER('BUYER°) ACKNOVdLEDGMEM" form. Verily design parameters and read notes an tlas Thus, Design Drawitg(Too)and Me Ammon, T. Tombo Ill, P.E. Rehrence Sheet before use. Unless oth¢raise=led on Me MD. only Non � connector plates shelf be used forth¢ TOD to be valid As a Tons Design Engineerngg.e, SpecialSpecialtyEngineer).Meseal assay== represents an acceptance of the professional eagineenn responsibiLy for Vie design of Me single Truss; depicted an the TOD only,under T➢IA The design assumptions, loading conditions, suitability and use of this Truss for any Building is Me A - ROOF r �2TRD59e9 Building is Me responsibility of the Qvner, Me Ovmefs aarl agent or the Building Designer, Is Me carted of the IRC, the IBC, 1=1 building bode and TPI-1. Theapprovalofine ofthe Me and TPI-I. the in the ry orthe Bng drum oviner, andlig,sbrage, lToo,mGuding Anthony T. Tombo Ill, P.E. of Me Burnised nstallationad bment useaf the hstalll be to respe sting Designer and AfirshosdoutnTODandthpmoUcesand &Me Tmss #80083 guidelines ofthe Building ComponentSafety Innrvaton(BSCI) published by TPI and SBCA are referenced for general guidance. TPI-ldefinesmeme iibfitiesaddvlle Designer. Tmss Design Engineer and Tmss Manufacturer, uNeas otherwise defined by a Contract agreed upon In wring by of parties involved The Thus Dasign Engineer is NOT the Buildi 4451 St. Lucie Blvd. Designer w Tmss System Engineer W any building. Ail eepinraed terms areas dented sTPI-1. Ccpyryn®30180.1flatl Trusses-MNwry T. Tombo lll,P.E Reproduction ofamdmment zany rmm.bprMlGledwMout Tex+111m ixrmibi of Ml Rrot Trusses-NMonrT.TomCo III, P.E. Fort Plerce, FL 34946 Truss Truss Type T01 I COMN City I Ply 111122CI18 2809 1 1 659 i f--19' i 1,9, 12 C=3X4 T 6p T =2X4(A1)B Da2X4(A1) m T 1 1 A E Loading Criteria (pill Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C KzD NA Des Ld: 40.00 Mean Height: 24.64 it NCBCLL: 10.00 TCDL 5.0 psf Load Duration: 1.25 BCDL 5.0 psf Spacing: 24.0MWFRS Parallel Dist: 0 to h/2 C&C Dist a:.3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 60 pit at -1.00 to 60 pit at 4.50 BC: From 10 plf at 0.00 to 10 pit at 3.50 TC: 651b Conc. Load at 1.75 BC: 150 lb Conc. Load at 1.75 Purling In lieu of structural panels or rigid ceiling use pur ins to laterally brace chords as follows: Chord Spacing(in oc) Start(R) End(ft) BC 38 0.15 3.35 Applypurling to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. F- 1' J i 151W Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TPI Sid: 2014 VERT(LL): -0.003 C 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Varies D L):-0.003 C 999 240 B 290 /- /- /- 231 /- FTIRT:10(Oy10(10) HORZ(LL):-0.002 - - D 290 /- /- /- /231 /- Plate Type(s): HORZ(TL): 0.002 - - Wind reactions based on MWFRS WAVE Creep Factor. 2.0 B Brg Width = 3.5 Min Req = 1.5 Max TC CSI: 0'133 D Brg Width = 3.5 Min Req = 1.5 Max BC CSI: 0.270 Bearings B & D are a rigid surface. Max Web CSI: 0.000 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wgt: 16.8 lbs A-S 27 .28 C-D 178 -182 VIEW Ver: 18.02.00.1016.21 B-C 178 -182 D-E 27 -28 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 142 -126 " "WARNING- Please lhomughly renew Me'A-1 ROOF TRUSSES('SELLER'). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER') ACMOWLEDGMEN1' form. Verify design parameters and reed notes on nib Tmss Deign DmMng(TOD) and the Anthony T. Tombo HI, P.E. Reference Sheet harem use.Unlew omamise sated on Me TDD, only Npin cannerlorpWesshQbeuWfw Ne TDDmbavdlid. As a Tress Design Engineering (i.e.S,cialry Engineer), the seal on any TDD represents anaccepance of Me prefassional engineerin q-s RMF nmpoeeMlity for the design cfthe single Truss depicted on Me Too onty.under TPl-f. The devgn asamptions, badog conditions, suiatra, not use ofdds Truss for any Sending a da Buadinge Matesponsibitity of the Owner. Vte Owrch auBwrzed agenrwNS BuiNLg Oetignu,a Necmtezl of NeIRC, Ne IBC.bolb ldugmTne,TPH. Theo fNe, �ign5$f3 ••�� Dand rgpons3dryet Na Owner, Ne Ownels authwaea egentwihe BuiBirg Designer; in Ne cenart of aelRC,ib IBC, IoralWWeg mdeaM TPF1. The appmmal o/ihe TDDartl any fieM use or Me Truss.'urlWag haMfug,storage, in5agadon and bmvg ghat be Merespv�tidryat the Balding OesgneraM Cantractw. All notes setoma Ne TDD and Ne prermcs arW AnthonyT. TOmb0111, P.E. Truss guidelines Tees eiiigng Dwnponent Safety 4Rormation(BSCenes Whena tr/TPIaMSBGlare agencedfor in wMig by an pe TP4l defre no responsibSdksvd dud es NOT Designer. Truss Design FsgineeraM Truce ManuaWrt,uNessresereedefuiedbya Contrail agreed upon In wnNg by all parries imolred. The Truss Design Engineer is NOT Me BuI 80083 #.Luca a461erce, Oes9m+CMt�svat�a r�ecwamlultewg, mnapaagzea temp ma as aerwadnnl-t. wnrmyn mm�myr.rwnm m,Pa Rem,ulmarroem�t.hanrrm,�.mo,amlmdwvonvwwanpemaslman"t l:Werww-Atmv�yr.rmm m. FF. l 3494 Fort Pierce. FL 34946 Job Truss Truss Type Oty Ply 11/12/2018 74190• V10 VAL 1 1 zns Loading Criteria (par) TCLL: 20.00 TCDL: 10.00 SCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 '1 6"15 — 3' 1 '4"6 —..I 2 5 ;gX4 1111�X4 =�4 i- 47"10 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph. Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 3.28 6.28 BC 75 0.00 7.64 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 standard detail package for valley details. 71"12 3T"2 1.5X4 jT �I Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Code: FBC 2017 RES PP Deflection in loc Udell L!# Gravity Non -Gravity TPI Ste: 2014 VERT(LL): 0.017 B 999 360 Loc R+ / R- ! Rh / Rw 11.1 / RL Rep Factors Used: Yes VERT(CL): 0.035 B 999 240 H' 80 /- !- 143 /29 77 FT/RT:10(0y10(10) HORZ(LL): 0.006 8 - Wind reactions based on MWFRS Plate Type(s): HORZ(TL): 0.012 B - - H Brg Width = 91.7 Min Rect = - WAVE Creep Factor. 2.0 Bearing A is a rigid surface. Max TC CSI: 0.267 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.207 Chords Tens.Comp. Chords Tens. Comp. Max Web CSI: 0.108 A-B 62 -55 C-D 97 -21 Wgt: 28.0 lbs S-C 95 -21 D-E 77 -46 VIEW Ver: 18.02.00.1016.21 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-G 48 -33 G-F 48 -33 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-G 362 -254 E-F 97 -58 "WARNING^ Please thoroughly nifew the-A-1ROOF TRUSSES('SELLER'). GENERAL TERMS and CONDITIONS CUSTOMER (BUYER") ACI(NOwLEDGMEM" form. Verfy design pan coders and read notes on this Truss Design Dmwirg (MD) area We Mthany T. Torto Ill. P.E. Renamnoa Sheet betm use. Unless oderwlse Hated on Ne TOD, ony Npi mmreMr platirsshaE be used farms MOW bevalid. Ae a Tmse Design Elgineemg(i.e.Specialty Engineer), the seal on any TOD represents an arcapiance of the pmfessioial enginearin A-r RDDF raspoready for are design ofthe single Tmsstlepicue ones TODONy, under TPFl.The deignassumptions. leading mnd0ons, suitaGityand useofthb Tmssforany BWd'ag ¢tho LiRr155E5 eudGig bmeiesponsmJityorge Owner, me Twiefs aumgr¢ed agent or Ne BWdvg Desgrer,wme rmbnolme lRC, meIBC. brat Eugdug cede and TPl-1. The approval of me .TomboAa respms3ilEy of me Owner, me OwrefsadMr¢ed agent or the Bamirg Designer,Nme mitea NmelRC. me ISC,bol Witl'vg aria artl TP4l. The approval al Ne T00 artl any fieN Anthony. Tombo ill, P.E. use of me Truu.'vrdudvg hantlGig,storage. inzWladonaM bndrg shal lea me rezpo�itigtyortne Budd'ug Desynerartl Cantrador.Anmtes McMinnie T00 aMmeperdcesam y g ignesoftne eWang Compon.stSafetyufnmadpn(95Cp pub�sned bye a�bSaCA are rererrlmafmgenerel guidanee. s aaroe Theespawbrnmsanddwes OTtTmss St.Lud DesignewT Design EEng and Tr shoe Aftwm, wuess omaiwhe eerredgacannaaageea apenmwfwg crag paNes mveNed. Tna rmssDesign Eiginaarm NOT me eag g451SLLude Blvd. oavgnerarTmaa sremm Er�eerNa�ybWtlotg. ao eaPeagzea mnre eras tlar",ea mTPl-1. (vmvle03etaAt RmfTruraa-Meanr T. TanMl11.P.E Rmo]afMalOvf 6wmeN.hz"Yr�^.6ptluNNwteMNewrlempum�+n"IM1 Fu�Tusve-MCmyT. TanEo 111, P.E Fort P_erOD, FL 34946 Job Truss Truss Type Ory Ply 11/12/2018 2777 74190 V4 I VAL 1 1 T 20 Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 17.36 it NCBCLL 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 45 0.00 3.75 Apply pudins 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 standard detail package for valley details. 15�_ 1 t3n9 �� 1 t3e9 �6"1 ' 12 6 A2X4(D8 B=3X4 _ \2X4(D8CR) 3'9"1 C Code / Misc Criteria DeflICSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Code: FBC 2017 RES PP Deflection in too L/defl L/# Gravity Non -Gravity TPI Sid: 2014 VERT(LL): 0.003 999 360 Loc R+ / R- I Rh / Rw / U / RL D' 80 /- /- /32 /18 /6 Rep Factors Used: Yes VERT(CL): 0.006 999 240 FT/RT:10(0)/10(10) HORZ(LL):-0.001 - - Wind reactions based on MWFRS Plate Type(s): HORZ(TL): 0.002 - - 'D Big Width = 45.0 Min Req = - WAVE Creep Factor: 2.0 Bearing A is a rigid surface. Max TC CSI: 0.064 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.096 Chords Tens.Comp. Chards Tens. Comp. A-B 184 -165 B-C 184 -165 Max Web CSI: 0.000 Wgt 11.2 lbs Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 18.02.00.1016.21 Chords Tens.Comp. A-C 162 -140 ^WARNING' Please thoroughlymeme, the'A-1 ROOF TRUSSES('SELLER"),GENERAL TERMS and CONDITIONS CUSTOMER('BUYER")ACKNOWLEDGMENPfotm. _ Vowy design parameters and read notes on this Truss Design Omwing(mD) and the Mthony T. Tombo ill, P.S. Reference Sheetbefore use. Unless otherwise stated onthe TDO, onlympin onrmeaor plates stal be used forthe TOO lobevalid. As a Trues Design anginaerhtg(i.e. spedaly Engineer).Meseat on any Too represents an ameptanis of the professional engineedn eqd RGBF �®TRl15BE5 for Me design Me Tmss depiclad on Me Ton only, under TPl-1.nodesign assumptions. bading conditions. suitability and use of this Truss for any Building is Me amponmbllity of single Building S Me responsibility of the Owner, Me Owames auedurad agent or the Building Designer, in the centextafee IRO, Me IBC, 1=1 building code and TPI-1. Theappmvalofthe •+vram.wun authorizedor the Designer,in Me carbide of Me and iane and TPI-1. idnth rl)ozodth Me sign anld nstallaion ad Anthony T. Tombo ill, P.E. uresponsibility broibiliy of Me Building Connetltor. Afro>esseoe vrallodo se or theT sz�tlaming hantlg�estoorage and area, slt ash be De #80083 guidelines of Pe Building Component Safety lnfarana n(BSCI) publishetl by TPI anal SBCA are referenced far general guidance. TPI-1 defines 0e responsibilities and dunes of Me Tmss Designer, Tmss Design Engineer and Truss Manufacturer, unless othemiae dermal by a Contract agreed upon in wMng by all parties involved. The Truss Design Engineer is NOT Me Buildis q 4451 St. Lucie Blvd. Devgneror Tmss System EnginettofaMbmlding. M�apitali Vterms are as defmM in TPI-L Lopylgh1aN118 Al Md Trvsses-MthwyT.Tombo Ill,P.E Rep,�u]bn althh tloo�menbNanylom.,6p^iilEileE'xilMu[Nevmtten pemiiuianol frl Rcaf Tnaues-MNmyT. TaMOI11, P.E. Fort PIDfCB, FL 34948 Jop .. ,.-,_-.,Yy,,. , .Tsyss Truss Type Oty Ply 11/12/2018 '74190 ' V8 VAL 1 1 2778 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 SCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 �1 IT151 2'8"6 17"6 _"}^ 273 i�3X4 6 2 ;3X4 IIIJ.5X4) 1 319" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.71 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(fl) End(ft) TC 24 3.28 4.47 BC 75 0.00 6.65 Apply pudins to any chords above or below fillers at 24" OCunless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See standard detail package for valley details. 6'8"14 Code / Mise Criteria Code: FBC 2017 RES TPI Sld: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE 3X4(B1) _L 2'11"15 -{ Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF PP Deflection in too Udell U# Gravity Non -Gravity VERT(LL): 0.007 F 999 360 Loc R+ / R- I Rh / Rw / U I RL VERT(CL): 0.014 F 999 240 G' 80 /- /- /40 /28 /8 HORZ(LL): 0.002 F - - Wind reactions based on MWFRS HORZ(TL): 0.003 F - - G Brg Width = 80.9 Min Req = - Creep Factor. 2.0 Bearing A is a rigid surface. Max TC CSI: 0.138 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.142 Chords Tens.Comp. Chords Tens. Comp. Max Web CSI: 0.071 A-B 116 -63 C-D 163 -37 Wgt: 25.2 ibs B-C 163 -37 D-E 122 -70 VIEW Ver: 18.02,00.1016.21 1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-F 58 -46 F-E 58 -46 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 240 -184 "WARNING" Please thompghlyreview Me'A-1 ROOF TRUSSES rSELLER"). GENERALTERMS and CONDITIONS CUSTOMER(BUYER")ACKNOWLEDGMENrvfonn. A Venfy design pammeters and read notes on this Truss Design Drawing (IDD)and We Anthorsy T. Tombolll, P.E.Referenm Sheetb muw.UnlessoNerwlseslatedon Pe TDD,pnty AJpin ne conctorDli,se shall be used br to TDD to bemfd. As a Tmss Design Engineering (i.e.spelolly Engueep, the seal on any Too represents an acceptance of Me professional engineer! a /I�v A-r ROOF responsibility forth.design o1Ne single Truss delisted on Me TDD only, under TP4l.The design assumptions, loading conditions, suftabiity and use ofthis Truss for any Building is Me / aTNl155E5 Budding is 0e responsibility of We Owner, Me Owners authorized agent or Me Building Designer. In the context ofthe IRC, the IBC, local building mite and TPI-1. Theapprovalofthe .mum"a of the Me and nPi-I. n NaTooandthepraancugcesana the ecmg shall Me tlutg rrewasibin Me uty and Anthony T. Tombo ill, P.E. altar, Buildist handling, storage InstalllaEwtnand braor use of of MedTruty ss lInclf beme ng Designer ConneMre Allmumbetoutl It80083 guidelines of the Bushing Component Safety Information (BBC[)published by TPI and SBCA are referenced for general guidance. TPP1 Wilma Me responslbirmes and duties of Wa Truss Designer, Tmss Design Engineer and Truss ManufaeWrm. unless oNerwise dented by a Contrast agreed umn in mailing by all parties inyoNed. The Trams Design Engineer is NOT Me Builifir 4451 St. Lucie Blvd. Designeror Tmss Syxtem Engineerafanybuilding. PP mptalbed temsare as def edNTPI-1. LopydghtOMISMl Rm Tmsws-NMmy T.To III.P.E RePMuniss ofNlsdocarmA a anylors. ssdoiGLLMxiMour Msvrnpsaru Wo&A-1 RmfTrusso-Anhony T. TomW III. P.E. Fort PIEfCB, FL 34946 WLiBD: VH4 VAL City 11y 111/12/2018 2779 Loading Criteria (poll 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" Top chord 2x4 SP #2 Bat chord 2x4 SP #2 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 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 Purling In lieu of structural panels or rigid ceiling use poring, to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TIC 24 2.34 3.88 BC 47 0.00 3.88 Apply purling 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 standard detail package for valley details. 1'6"8 12 a l qYA DE 1113X6 I— 3'10"8 —j f 3 7" — -P T 7r N 1 Code / Misc Criteria DefUCSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Code: FBC 2017 RES PP Deflection in loc Udell U# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.014 B 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.029 B 999 240 E' 80 /- /- 146 125 /11 FT/RTA0(0)/10(10) HORZ(LL): 0.005 B - - Wind reactions based on MWFRS Plate Type(s): HORZ(TL): 0.010 B - - E Brg Width = 46.5 Min Req = - WAVE Creep Factor: 2.0 Bearing A is a rigid surface. Max TC CSI: 0.212 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.227 Chords Tens.Comp. Chards Tens. Comp. Max Web CSI: 0.164 A-B 60 -59 B-C 49 -30 Wgt 12.6 Ibs Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 18.02,00.1016.21 1 Chords Tens.Comp. A-D 40 -4 Maximum Web Forces Per Ply (Ibs) - Webs Tens.Comp. C - D 208 -92 "WARNING" Please lhomughly revisor the'A-1 ROOF TRUSSES("SELLER'). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER') ACxNOWLEDGMF film. _ Ventrdlesign parameters and read notes on Nis Truss Design Dewing (TDD) and the Andlony T. Tombo Ill. P.E. Rohl Sheet before use. Unless odlelwlae staled on the ME, only Alpin mnnedor plates shaA be used fw Ne TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any Too represents an acceptance of the professional engineef qq gDGp ��TRO$5E5 responsibility forme design of Ne single Truss depicted onto TODonly. under TPI-LThedeaignassumptions. leading conditions, suitathityand uSOWNis Truss forany Building isthe Budding a no respareUiliy of me Owner, me Owners aumoneed agent or the Building Designer. iMewnteMOfine RC, ma IBC. to al building mdeand TPI-1. The approval of Ne .m.u�w•+e responsibility argue Owner, the owners authored agent" a Budding Besil in me contest of me IRC. to IBC,1=1 building code and TP(l The approvalafine Too and any field Anthony. Tort ill, P.E. Y use bite Truss, doctoring using, storage, installation and bracing shall be all responsibidy ofine Building Designer and ConthaMr. All notes Setoutin NeTDDice and me practices and dutiesof Ne Tmas #80083 guidelines ofble Building Component Barely lnfwmation(BSCg Published by Viand SBCA are referenced Or general guidance. TPHdeMes Peresponsibilibesal Designer, Truss Deeiga Engineer and! Truss Manufacturer. unless omemise defect by a Coal agreed upon in ending by all parties involved. The Truss Design Engineer is NOT me Surldfir g 4451 St. Lucie Blvd. Deagneror Tmee svatam enginaeroramr banding. mcepilarlzad baneareasdel ad In TPI-1. Lcyy1g1x02n611 Rm- f'r Amery T. Tombs Ill, PERepm]urdn or NamopMitiled ..m isdoent inanyfaa. MEhaul M.peshad.INM1 Real Trusses-NMmy T. T. III, PE. Fort Pierce, FL 34946 Job Truss Truss Type DTy Ply 11112121118 2780 '74190 ' VM10 VAL 1 1 93 9 01.5X4C TII 2 B IB1.5X4B A w OF 02X4(DBR) E101. 4 N3X6 9'10'8 t 5.10.4 4V-4 Loading Criteria (pat) Wind Criteria Code Misc Criteria Def l Criteria ♦Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Std: 2014 VERT(LL): 0.025 E 999 360 Lac R+ ! R- / Rh / Rw/ U / RL F' 80 /- /- /57 117 /32 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.051 E 999 240 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.007 E - - Wind reactions based on MWFRS EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.013 E - - F Brg Width = 118 Min Reg = - Des Ld: 40.00 Mean Height: 17.62 ft WAVE Creep Factor: 2.0 Bearing A is rigid surface. 9 a 9 NCBCLL: 10.00 TCDL: 5.0 pelf Max TC CSI: 0. Maximum Top Chord Forces Per Ply Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.298 298 Chords Tens.Comp. Chords Tens.Comp. Spacing: 24.0" MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 It Max Web CSI: 0.761 A - B 132 -405 B - C 147 -245 Loc. from endwall: not in 9.00 It Wgt: 42.0 IDS GCpi: 0.18 Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 18.02.00.1016.21 1 Chards Tens.Comp. Chords Tens. Comp. Lumber A-E 427 -115 E-D 436 -120 Top chord 2x4 SP 92 Bot chord 2x4 SP #2 - Maximum Web Forces Per (Ibs) Webs 2x4 SP #3 Tens. Comp. Webs Tens.Comp. Webs Purlins B-E 401 -343 C-D 217 -76 In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Stan(ft) End(ft) _ BC 75 0.00 9.88 Apply putting to any chords above or below filers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets 1-1360. Additional Notes See standard detail package for valley details. "WARNING" Please honsughfy review Me-A-1ROOF TRUSSES(SELLER"), GENERAL TERMS and CONDITIONS CUSTOMER (-BUYER")AGMOVAEDGMEM-forth. Vedfy design pammetws and read notes on this Truss Design Drawing Too) and he Anthony T. Tombo III, P.E. Reference Sheet before use. Unless otherwise stated on he To[) Doty Alpin connector plates shall be used for the TDD to be valid. As a Tress Design Engineempew g (i.e. Salty Engineer), he seal on any TOD represents an acceptance of he professional engineedn A-1 ROOF �TpO55e5 ressell foTvapplonalofthO under TPH. The e,lin egenlor editing is the sp ersibforthe gNo<he Onof wner, he ownees auhmient he B dung Desgn, the coneN of the IRC, the BC, Idal building code add TPI-1. add field no gainingDesigns,and l of to 0ng resof outm Ne Anthony T•Tombo lll, P.E. handier, use MenlTons urlng, storage. installation and broul lDbe spe stihtyof the Building Designer and connbuildinector. Pill notese set TOlD and he purchase andand #80083 s Of Me by III and! SSCA are refibranesol for s iBundessotherrese dafnedyblished MandrestureInfidensibrin Engineuand Trusnent Oesignsr.Tmssscdagn a Conhactagteed uupoodeneraldivanigy all parties inwNed. The Tmss Oevugn Engineer isNOThe Buildi 4451St.Lucie Blvd. .Luca Desiwn wTmsssystem Enginrafanybwldmg. AD copitagzed termsare es tleMed in TPI-1. fupy,IgM®M16 M1RMTmaes-MNony T. TomW I11.P.ERep,Wuction of WaEcameN.bony(o,m.'sO,ohiEited witlqut Ne wflhenceimisson ofA-1 RwfTmv¢-MNo,ry T. TanW III, P.E Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply 11/12/2018 2566 - '74190 VM12 VAL 1 1 I r1� 11'a'9 pt.SxdC 2 8 1711 111.5m A � OF /2X4( BR) E61.6X4 10X6 I n•m•s 610.4 6G•4 Loading Criteria (psf) Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 COde:FBC 2017 RES PP Deflection in lac Udell V# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.020 E 999 360 Loc R+ / R- / Rh / Rw / U / RL F' 80 A !- /57 117 /19 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.041 E 999 240 BCDL 10.00 Risk Category: II FT/RT:10(0yl0(10) HORZ(LL): 0.005 E - - Wind reactions based on MWFRS EXP: C Kzt: NA Plale Type(s): HORZ(TL): 0.011 E - - F Brg Width = 142 Min Req = - Des Ld: 40.00 Mean Height: 17.12 it WAVE Creep 2.0 Bearing A is a rigid surface. NCBCLL 10.00 TCDL 5.0 psf Max TC CSt: SI: 0. r Ply(Ibs) Maximum Top Chord ForcesPer sCamp. Load Duration: 1.25 BCDL: 5.0 psf Max Be CSI: 0.401 04 Chords Tens C mp. Spacing: 24.0' MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00it Maz Web CSI: 0.137 A-B 123 -352 B-C 62 -133 Loc. from endwall: not in 9.00 it Wgb 49.0 IDS GCpi: 0.18 Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.00.1016.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-E 369 -103 E-D 380 -109 Top chord 2x4 SP #2 Bol chonl 2x4 SP #2 Maximum Web Forces Per Ply (Ibs) Webs 2x4 SP #3' Webs Tens.Camp. Webs Tens. Comp. Purlins B-E 459 -416 C-D 230 -138 In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in cc) Starl(ft) End(ft) Be 75 0.00 11.88 Apply puffins to any chords above or below fillers at 24' CC 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 standard detail package for valley details. —WARNING' Please thoroughly review me -A-1 ROOF TRUSSES(•SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER(•BUYER') ACKNOWLECGMENP forth.' d venfy design Moderators am read notes on This Truss Design Drawing (Too) and the Anthony T. Tombo III, P.E. Reference Sheet before use. unless othelwlse stated on the MD. only Alpin RA-1 pmmector plates shag be used for die Too to be valid. As a Truss Design Engineering (i.e. Specialty Bugmeer), No seal on any TOO represents an acmptance of 0e professional ergmeetin respenstbl0ty for 0a design of the single Truss depicted online TODonly, underrPH-Thedesign assump4ans, boding conditions. suitsbuyanduseaf Ne TuThoseforany Building istha ROOF � ®TRO556 Mudmg'¢Neresppnsblityof Ne Owner,meO saudnrcedagentwr Building Designw.inthemntMOf WIRC.Ihe IBC.lomlbugd0gcodewdTP41. Tmapptovatofthe- mh aired �ase �ty euuirg wit m moo m aM Anthony T. Tombo ill, P.E. of Me se. hE�vgr'nandiinn�gtt storage. installation bracing slashbeme leseen orma DesignerandCoon maldrennahomeeset and prraa'� Truss #80083 Misleads of the evoking component safety loadviDon(aSOI)publahed by TPl and sil are refaenreE for general guidance. TPI-1 dews Nerespensbriussand dudesofgre Designer,Truss Design EnneeralW Truss Manureaurer,andes otnemise dermed byatgnbabagreeduponbwdti,g byall parties evowed. The Truss Design Engineerb 1,107-dreBuildir 4451 St. Lucie Blvd. Cesigrm or rruss sys<m 6ginevof eny bwabg. Al eapuaraed lema are as dafned bTPI-1. Ggy,gMO A18 Al RmlTwen-MVwryT TpnM III, P£ Repcdvt4n W MEcament Nmry rmm. b prlulitedwNoa do vneen pm,¢v-m of Mt Roor Tuzua-Mdmy i. TvnEo el, P.E Fort Pierce, FL 34946 Job Truss Truss, Type Ory Ply 11/1212018 2569 74190 VM14 VAL I 1 1 Loading Criteria (ps0 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' Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 P (s10-a Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height: 16.62 R TCDL 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: P 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 fl GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of structure panels or rigid ceiling use pudins to laterally brace chords as follows: .Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 13.88 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See standard detail package for valley details. r S•10.9 Code 1, Mise Criteria DefUCSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Code: FBC 2017 RES PP Deflection in loc Udell L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.023 G 999 360 Loc R+ ! R- I Rh / Rw I U ! RL Rep Factors Used: Yes VERT(CL): 0.045 G 999 240 H' 80 !- /- 158 /17 /19 FT/RT:10(Oy10(10) HORZ(LL):-0.006 C - Wind reactions based on MWFRS Plate Type(s): HORZ(TL): 0.012 G - H Brg Width =166 Min Req = - WAVE Creep Factor. 2.0 Bearing A is a rigid surface. Max TC CSI: 0.511 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.361 Chords Tens.Comp. Chords Tens. Comp. _Max Web CSI: 0.188 A-B 141 -394 C-D 4 -55 Wgb 64.41bs B-C 74 -214 VIEW Ver. 18.02.00.1016.21 Maximum Bot Chord Forces Per Ply (Ibs) - Chords Tens.Comp. Chords Tens. Camp. A-G 413 -122 F-E 426 -129 G - F 423 -127 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-G 403 -385 D-E 20 -8 C - F 383 -289 "WARNING- Please Noreughly review Me'A-1 ROOF TRUSSES ('SELLER"). GENERAL TERMS and CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGMENT. form. Verify design aggeraters.nd read rates. Nis Truss Design Draving (MD) and dle Anthonry T. Tdmbo Ill, P.E. Reference Sheet befare use. Unless oNenwise staled on the TDDonly Alpin Zgineerel , mmecNr plates shad bR usbtl lv Ne TD0lo be valid. Asa Truss Design Erginearhlg C,.-. Specialty Engaleer), Me seal on any TDD represents an aompbase olthe prefessioral A-yR OF responsblity far No design ofMe angle Tuv deplored! on Me TDD only, under TPM.TM design assumptions, boding mndigarts. suilabiNy and use of Bds Tars for any Budding is Mrs, aiR0556 Bugfug aNe reslx0s0ilgy of Na Owner, Iha Owrefs au0rodzad egentnds eudd'ag Designer,Ntice mnte4 of the lRC. gle 18C.Ncel buJdug buds antl TPl-1. Th0xcr6valofg19 responstigtyo/the Owner, Ina pvnMsauNol¢N agents Ne Bwlding Designer, in Ne mnM�d of Ne IRC.Ihe iBC.laml Wild'vg code aM TPN. TheapgentdNe TDDanda,flM Anthony. Tombo III, P.E. y usedithe Truss.iricudblg handGn9. stamge. hstagadan and breCing shag be Me reSporoutgRy of" BuNeg Designer and! redn Cont. AN merge set out in Me MD and Me pracU� and Su LnesafMe BuMgComponent Safetylntom Wn(BSCI)pubr¢hedby Win SBC ammferenmdforgene2lguWd . TP4lde esNerespt Mbesa dudceofMe Truss #80083 Designer. Truss Design Engineer and Trlffi Manfie1 uer. unless Wenwbe de5ted by a Cantradagneed upon N waiting by of pardes i ed. The Truss Design Engineer NOT Me Buffifir g 4451 St. Lucie Blvd. Designer orT,uae Menem En urger of any building. Ad,aN=M mma=e as derned InTPI-1. 4TmgM0 2016 h1 Roof Tagues-MNvIy T. TanW 111.PERepo]asotd Me dmvnmtbsay, tmn.bpd,SBed whoa Pe when lvmrssbn of Roof Trlwn- Maeny T. Tore, In, P.E. Fort Pierce, FL 34946 Job Truss — - — Truss Type Oty I Ply 11/12/2018 2572 74190 VM16 VAL 1 1 Loading Criteria (ps0 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" Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kad: NA Mean Height: 16.12 It TCDL: 5.0 cast BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 8 Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of stmctuml panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(fi) End(it) BC 75 0.00 15.88 Apply purling 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 standard detail package for valley details. tst0T Code / Misc Criteria Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Code: FBC 2017 RES PP Deflection in loc Udell U# Gravity Non -Gravity TPI Sid: 2014 VERT(LL): 0.023 H 999 360 Loc R+ / R- / Rh / Rw l U I RL Rep Factors Used: Yes VERT(CL): 0.046 H 999 240 1' 8() /- /- /58 117 119 FT/RT:10(Oy10(10) HORZ(LL): -0.009 D - - Wind reactions based on MWFRS Plate Type(s): HORZ(TL): 0.012 H - - I Big Width = 190 Min Reel = - WAVE- Creep Factor. 2.0 Bearing A is a rigid surface. Max TC CSI: 0.500 Maximum Top Chard Forces Per Ply (Ibs) Max BC CSI: 0.354 Chords Tens.Comp. Chords Tens. Comp. Max WebCSI: 0.211 A-B 163 -445 C-D 97 -256 ' Wgt: 71.4 lbs B-C 76 -274 D-E 36 -79 VIEW Ver. 18.02.00.1016.21 Maximum Bat Chard Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-H 459 -142 G-F 472 -149 _ 1 H - G 468 -147 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-H 384 -380 E-F 133 -81 D- G 378 -325 "WARNING'' Please thoroughly review die-A-1ROOF TRUSSES('SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER(BUYEFr) ACKNOWLEDGMENT' farm. _ Verity design parameters and read notes an Nis Trues Design Drawing TDO) and Vce Mthoay T. Tombs ill, P.ERererenmgheet %muse.UnlesSONoMw SWWdon Ne TDD, an Alpin mnrlectarpUWsshelbomedlorthe TDDtobevalid. M a Truss Design Engiassmg(m.SpecIalty Eagireed, Na seal an any TOD represents an acceptance al Ne luolessiolul ellgineerm glROOF respon MtylorVtedesignol Nesingle Tr depl ontha TDDCNy,underVt.l.Thadevgnassurrpdons.b ingmMiGal;suit E"MusaofMb Tmwwaw BwlOing is theA11011TRUSWEE 8ugdvlgbthe respansiL'YitydNa O.vner. the Dwnefa auNa¢ed agent mltle 8ugdug Designer, in the mob#o1NeIRC. MaIBC.lotal buJEing aatle eM TPI-i. TheapproralINNe .•um.�.s respmsbJM al Ne Omer, Vie Ownefs auNariadagentnthe BuiWbg Desgner,NNem�le#ol Ne1RC. Nelee.bcel btiM'ug wdeaM TPI-1. Tlleappnwalargre TDDaMaMfield Anthony. Tombo ill, P.E. y LduSvghaMGrg, artlbaagyWl be dm essemsin the TDDamde artlanw. #.Luca sf.aT TPI imd SB Aao meemedfr prener Wr ide gnissainrsaolNd ar ft Safety Womna4m i.o� Ery"exaroT�Mnnaraw�rna��aaol�ou~ aeefineedeya�beaegreed uoonin ."bnd yaure. TVI.1dafi sNaress Desioesam dwsi NOTUTmss pardea invoNea. ThaTmss Design Ergneeris Northe euiw� g451 St. Lucie Blvd. oesig,worTmu system Err�eerolerry bwMmg. Al mpiralRed terra ereudefv NFTPpt. fury,rylaOAIaMI Rbtl Trvaef-Anemyi.Tamtom.P.E RapblvJvnNMe Govmu4 rrarylmm,upd�BNrienM1WvrWenl�nL¢vrdA-1PmITri¢w-MdmyT. Tonh, 14 P£ Fort Pierce, FL 34946 Job Truss . Truss Type _Qty.,_ Ply 11/12/2018 74190 VM18 I VAL 1 1 zags 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' Lumber I Sirs Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.62 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: It to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 R GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Bol chord 2x4 SP #2 Webs 2x4 SP 93 :W3 2x4 SP 2400f-2.0E: Bracing (a) Continuous lateral restraint equally spaced on member. Purling In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 17.88 Apply pudins 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 standard detail package for valley details. "WARNING" Please thoroughly review the'A-1 ROOF VeMy design parameters and rand notes an this Toss Design Di mnmtlor oleos slay be used for me TrlD bbe vdl'q. AsaTm� Code I Misc Criteria Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:10(0y10(10) Plate Type(s): WAVE DeRICSI Criteria PP Deflection in loc Udell VERT(LL): 0.024 1 999 VERT(CL): 0.048 1 999 HORZ(LL):-0.007 D - HORZ(fL): 0.013 1 - Creep Factor. 2.0 Max TC CSI: 0.562 Max BC CSI: 0.330 Max Web CSI: 0.260 Wgb 78.4 Ibs ♦ Maximum Reactions (Ibs), or •=PLF U# Gravity Non -Gravity 360 Loc R+ / R- / Rh / Rw / U / RL 240 J' 80 /- /- /58 117 . 119 - Wind reactions based on MWFRS J Big Width = 214 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 184 -494 C-D 124 -317 B-C 103 -336 D-E 63 -117 VIEW Ver. 18.02.00.1016.21 I Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-1 503 -162 H-G 5 -5 I-H 512 -167 G-F 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-I 351 -360 E-F 196 -141 D-G 431 -399 TERMS and CONDITIONS CUSTOMER('BUYER°) ACKNOWLEOGMENr room. IN, III. P.E. Referenm Sheet before use. Unless olhernise stated on the MO. only A,, g�er,NNe mntert of McIRC, Ne IBC, loml buJtlitg code aM TPI-1. TheaPpm'mlor Vn lu---Zneo Anthony. TOmbo III, P.E. the raspowbDesignerty of the Binding Designer aM Cennontm. M notes set out In and Too and the aneac aM Y TPIaM gaConnot"re vWin re2lg byance. Teem eructs Ne responeogn sa sneer m 01 Truss #8Luci '.0083 efaM bye Cantratl agreedelxn in writing by eO PaNes invrtved. The Truss Desgn Ergneere NOT NaBWd 44$1 St. Lucie Blvd. IemeO em TPl-1. cban, rvm.bwdvvn.dwtmm ew.dem a=,nsa,mA-t aomToaso,-,wumyT. Team III. RE Fort Pierce, FL 34946 Job Truss Truss Type Qry Ply 11/12/2018 74190 VM2 VAL 8 1 2785 6"15 1'3"9 12 6 U �-- 1'10"8 �{ Loading Criteria (ps0 Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/de0 L/# Gravity Non -Gravity TCDL: 10.00 Speed: 160 mph TPI Bid: 2014 VERT(LL): -0.005 B 999 360 Lee R+ / R- / Rh / Rw / U / RI D- 80 /- /- 146 /23 /20 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.009 B 999 240 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) - HORZ(LL): -0.002 B - - Wind reactions based on MWFRS EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.004 B - - D Brg Width = 22.5 Min Req = - Des Ld: 40.00 Mean Height: 19.62 ft WAVE Creep Factor: 2.0 Bearing A is a rigid 9 ghord NCBCLL: 10.00 TCDL 5.0 psf Maz TC CSI: 0.054 Maximum Top Chord Forces Per Ply (Ibs) For Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.097 Chords Tens.Comp. Spacing: 24.0" MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.008 Max Web CSI: 0.000 A-B 0 -20 Loc. from endwall: not in 4.50 it Wgt: 5.6 Ibs GCpc 0.18 Maximum Bot Chord Forces Per Ply (Ibs) VIEW Val 18.02.00.1016.21 Wind Duration: 1.60 Chards Tens.Comp. Lumber A-C 68 -11 Top chard 2x4 SP #2 Bat chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Stan(ft) End(ft) BC 23 0.00 1.88 Apply puffins to any chords above or below filers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes - See standard detail package for valley details. . -WARNING' Please thoroughly review Me -A-1 ROOF TRUSSES('SELLER'). GENERAL TERMS and CONDITIONS CUSTOMER ("BUYER') ACKNOWLEOGl Mn. Verify design parameters and read notes on Nis Toss Design Dravring(Too) and the Anthony T. Tombo ill, P.E. Reference Sheet before use. Unless otherwise spied on the MD. only Aptn nneplor plates shall be used for Me Too robe valid. As a Truss Design Engineering(i.e. Specialty ErgineeQ, Me seal an any Too represents an ameplance of the professional engineem �A-y RRRF �®Tp1155E5 responsibilf,WMedesign of Me single Toss depicted on Me Too orry,underTPl-L The design assumptions, loading conditions, suitability and use of Mp Toss for.ny Building is to Building R the responsibility or the Owner. the Owners authored agent or Me Building Designer.p Me ontest or Me Be. Me IBC, loot building oWe and TPIA. TheapponaleMe responsibility of Me Owneo Me OwmersauNadzetlagentarthe Building Designer. intheocrundof Ne IRC, the IBC,lool building wde and TPIl. Theapprovalof Me ToDandanygeld Anthony. Tombo Ill, P.E. y use of the Truss. indudNg handling, storage. instalatlon and bradng shall W Me responsibility ofthe Buying Designer and Contractor. All nolessetoutinthe TDOand Me practices and and #80083 guidelines of Me Building Component Safety Information (BSCI)published by TPI and SBCA are referenced for general guidance. TPI-1 defs Me responslbgines and duties of Me Truss Designer. Truss Oasan Eignmer and Truss Manufacturer, unless otherwise def d by a CanbaR agreed upon in wdGng by all parties involved. The Truss Design Engineer is NOT Me Buildi g 4451 St. Lucie Blvd. design«Or EngMeermanybandpg.AncalsJanommoeareasdunsnr.maryf Fort Pierce, FL 34946 CepyngM0301a A-f Root Trusses-ArMony T. TwnEo III. PE. RepreEucYon of INSEmmenLNanylum, k pMiGletivANOW NexnRen cennusim MA-1 Rwf Trusses-Nuheny T. TomM III. P.E. 165 i mf Job Truss Truss Type City Ply 11/12/2018 74190 VM4 VAL 5 1 veB Loading Criteria (ps0 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 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kitt: NA Mean Height: 19.12 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 8 Loc. from endwall: not in 9.00 it GCpi:0.18 Wind Duration: 1.60 Puffins In lieu of structural panels or rigid ceiling use pudins to laterally brave chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 47 0.00 3.88 Apply pudins 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 standard detail package for valley details. FT151 Ti i 3'10"8 i 3-7- Code I Misc Criteria Code: FBC 2017 RES TPI Bid: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE R T T Defl/C81 Criteria PP Deflection in loc Udell L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.003 C - - HORZ(TL): 0.005 C - - Creep Factor: 2.0 Max TC CSI: 0.205 Max BC CSI: 0.164 Max Web CSI: 0.095 Wgt 14.0 Ibs VIEW Ver: 18.02.00.1016.21 ♦ Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U ! RL D' 80 /- /- 153 125 /22 Wind reactions based on MWFRS D Big Width =46.5 Min Req=- Bearing Ais a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 34 -83 Maximum Bot Chord Forces Per Ply. (Ibs) Chords Tens.Comp. A-C 161 -25 Maximum. Web Forces Per Ply (Ibs)' Webs Tens.Comp. B-C 179 -94 "WARNING^ Please Moraughty review the -A-1 ROOF TRUSSES ('SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER") ACKNOWEDGMENP' form. _ Ve1ity Betgn parameters and lead notes on distress Design D2«ing CMD) and BceAMhony T. Tombo III, P.E. Referencesheet before use. Unless othave se staled on the MD. onlympin connector plates shag teased for Me Too to be valid. Asa Tmss Design Engcneenn go.Spedaly Engineer). Me sealed any TOD represents an aceepladMaol Oepmfessional engineenn A-1RDRF responsibil,yforthe design ofthe single Tmss depicted on Pe Too only, under TP14. The design assumptions, loading conditions. suitability and use of Nis Trues,for any adding is the '990®TRUS5 Building is 0e responsibility of Me Oaner. the Onmlers auNmked agent or Me Bugling Designer, in Me contest ofinelRC, the 180. Iocol building Made and TPI-l. Theappmvaimmu ..m —f- agent or [he building Mode andaessetoutinba MD Me Re. �Designer antl lTmrussNmddNg Me hatonstilin me �y Anthony T. Tomb0111, P. E. of the Buildingtextat use oime handling, Storage, torage. maft odeling. and area, stag b e Conned Alleadd preusesanE Tmss #80083 guidelines of the Building Component Safety tdolmaled(6SCI)Published by TPI and SBCAma referenced forgereml guidance. TPI-1 defines me responsmiliges and dunes of Me Designer, Truss Design Engineer and Tmss Manufacturer. unless Mari defined by a Contract agreed upon in vmiglg by all FNes involved. The Tmss Design Engineer is NOT the Buildi 4451 St. LUOle Blvd. Oesil or Tares System Engineer of any building. A➢capitagzed tends are as defured'n TP41. G pgh102g16MlR T ss -M yT.To III.PEReg¢Ib o1,n order tlovwnam.Na,rytrcm, ufiniii mumed Me enden pemerrion dX1 Rwl Tnusee-Anlhmy T. Tune ill. P.E Fort Pierce, FL 34946 Job Truss Truss Type Oty I Ply 11/12/2018 2787 74190 VM5 VAL 1 1 Loading Criteria (ps0 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 " Top chord 2x4 SP #2 Bot chard 2x4 SP #2 Webs 2x4 SP #3 Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 63 0.00 5.22 Apply pudins 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 exposed to wind pressure. Deflection meets U360. Additional Notes See standard detail package for valley details. IT155 i 47"12 i i 5'2"11 —j F — 4'l 1"3 r Code / Misc Criteria DegICSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF Code: FBC 2017 RES PP Deflection in loc Udell U# Gravity Non -Gravity / / Rh / Rw ! U ! RL TPI Std: 2014 VERT(I-Q: NA Loc R+ R- Rep Factors Used: Yes VERT(CL): NA D" 80 !- /- /55 /14 /28 FTIRT:10(Ov10(10) HORZ(LL): 0.007 C - - Wind reactions based on MWFRS Plate Type(s): HORZ(TL): 0.013 C - - D Big Width = 62.7 Min Req = - WAVE Creep Factor. 2.0 Bearing A is a rigid surface. Max TC CSI: 0.367 Maximum Top Chodd Forces Per Ply (Ibs) Max BC CSI: 0.295 Chords Tens.Comp. Max Web CSI: 0.221 A-B 48 -162 Wgb 21.1lbs Maximum Sot Chord Forces Per Ply (Ibs) VIEW Ver'S.02.00.1016.21 Chords Tens.Comp. A-C 234 -50 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 251 -130 Please Ihoma,dy review the "A-t ROOF TRUSSES ('SELLER"). GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER') AC"CWIEDGMENr' ram. .-_— _-.-------- IF711""n me AMMm T. Tnmhn la. PEReference Bbeet hefom use. UNess etharvise staled on 0e TDD, only X{ sties A ,A#n RA-1 ROF 52TRussFs Anthony T•Tombo III, P.E. # 80083 4451 St. Lune Blvd. Fort Pierce, FL 34946 Job Truss I Truss Type City I Ply 11/12/2018 2788 74190 VM6 VAL 3 1 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' Lumber Top chord 2x4 SP #2 Bol chord 2x4 SP #2 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: It EXP: C Kzt: NA Mean Height: 18.62 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to IT C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Puffins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in cc) Start(ft) End(ft) BC 71 0.00 5.88 Apply puffins to any chords above or below fillers at 24' CC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets U360. Additional Notes See standard detail package for valley details. F61� 5'3'9� 5'10"8 Code / Misc. Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Code:FBO 2017 RES PP Deflection in (cc Udell U# Gravity Non -Gravity TPI Sld: 2014 VERT(LL): NA Loc R+ I R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): NA D' 80 /- /- 155 127 /30 FT/RT:10(0)/10(10) . HORZ(LL): 0.009 C - - Wind reactions based on MWFRS Plate Type(s): HORZ(TL): 0.019 C - - D Brg Width = 70.5 Min Req = - WAVE Creep Factor. 2.0 Bearing A is a rigid surface. Max TC CSI: 0.488 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.436 Chords Tens.Comp. Max Web CSI: 0.294 A-B 53 -191 - Wgt: 21.0 Ibs Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver. 18.02.00.1016.21 Chords Tens.Comp. A-C 269 -56 - Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 293 -147 "WARNING- Please thoroughly review Me'A-1 ROOF TRUSSES('SF1LE8'), GENERAL TERMS and CONDITIONS CUSTOMER ("BUYER-) ACKNOWLEDGMENT" form. Verily design parameters and! mad notes on lM16 Truss Design crowning Cri and ee ANho,ry T. Tombs Ill, P.EReferenm Sheetbefoeuse.UnlossoNerwise'steedon Ne TDD.oNy Alpin mrvetlorpbtea alu0 be used fu Me TDD toWvalid. se a Truss Design Enginerag(i.e. 5pecally Eghieer). are isal on any TDO represents an eddeptance d M.,ndilesoonale gnatL A-r ROOF responsaillty forthadleign of Ue single Truss derided th on e Me only, under TPl-1. The dools asses ¢and. boding mMNms, awtaderyaM ussofgds Truss lorany, BSWugame , TRr155E5 BuilGug bNe responvLTH oI Na Owner. Ne Ousels augxrbed agents NoeWdvg Designer,btle rantea of MelRC, be IBC.bd Widllg mdeaMTPs1. tha ToD ndle,Ne .,Tory Ill respdrsbitiryol Ule Oener, the Owrela authorized ageldutM Breldug Designer, in be mntertof Na lRC.tle IBC, Io al Wit?eg mde arW TP41. TM1e appmral of Na TDD alM airy field Anthony: Tombo ill, P.E. useof Dieofthe Mdirig handling,storage. inefallabon and brepbgalled belie asx!Mibilllyofthadroeug Desynel and Conlmctn. All rotes satMin PeTDDeM the p2Gices and y guidellncs ed. Building Component Safely l ard.d. don (MCI)Installedo0e ra ft, TPl aM SaCA are refere agreed losegene Us,al by 11 p TPN d isid. the Truss D ibJi Erri duties of Me Truss # . Lucl W0083 algner Trosa Design Engineer and Tmssding. AlWrenload aNenddSo darned aya I-1. agreed uponbwddng by all paNes lnvoNetl. The Truss Design FnglneeAS NOT Na Build 4451 $t. LDCIe Blvd. Wagner Mrmsa.�sremm Engineer of ely Wilding. All mpallutl tame mesa denmtl m rnln. Fort Pierce, FL 34946 e uMTnsw_MIMrvT.TmJn III.P£Raomfue(un WetlaOmmeRb�yf�^.I+GbtlNladufVnM1Ne w+1R^Wrm1a51T or A-1nmlTwea-MEvryT. TwnEOI11, P.E Job Truss Truss Type Oty Ply 11/1212018 2789 74190 VM8 VAL 2 1 )= 1 7'3.9 B1.SX6C T 12 Ig1.5X4B 6 p m A l ea DF >s2X4( R) EIg1.5X4 111.5X4 r T10'81 �— 5.10.4 2'0'4 Loading Criteria (psf) Wind Criteria Code / Misc Criteria Deft/CSl Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Nan -Gravity TCDL: 10.00 Speed: 160 mph TPI Sld: 2014 VERT(LL): 0.026 E 999 360 Loc R+ / R- / Rh / Rw / U / RL F' 80 /- /- /56 117 /31 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.051 E 999 240 BCDL: 10.00 Risk Category: II FT/RT:10(0)(10(10) HORZ(LL): 0.007 E - - Wind reactions based on MWFRS EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.014 E - - F Bing Width = 94.5 Min Req = - Des Ld: 40.00 Mean Height: 18.12 ft WAVE Creep Factor. 2.0 Bearing A is a rigid surface. NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.369 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 125 BCDL: 5.0 psf Max BC CSI: 0.286 Chords Tens.Comp. Chords Tens. Comp. - Spacing: 24.0" MWFRS Parallel Dist: h to 2h CBC Dist a: 3.00ft Max Web CSI: 0.384 A-B 103 -317 B-C 152 -154 Loc. from endwall: not in 9.00 it Wgt: 33.6 Ibis GCpi: 0.18 Maximum Bet Chord Forces Per Ply (Ibs) VIEW Ver: 18.02.00.1016.21 Wind Duration: 1.60 Chords Tens.Comp. Chards Tens. Comp. Lumber A-E 355 -90 E-D 365 -94 Top chord 2x4 SP #2 . Bol chord 2x4 SP #2 Maximum Web Forces Per Ply (Ibs) Webs 2x4 SP #3 Webs Tens.Comp. Webs Tens. Comp. Purlins B-E 420 -318 C-D 92 -92 In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 7.88 Apply pudins 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 exposed to wind pressure. Deflection meets U360. - Additional Notes See standard detail package for valley details. "WARNING" Please thoroughly review Na'A-1 ROOF TRUSSES('SELLER'), GENERAL TERMS antl OONDmONS CUSTOMER ('BUYER") ADKNOWLEDGMENP burn. Verily design parameters anal ad oohs an Nis Truss Design Draxblg(mO)and Me Missal T. Tool ill, P.E.ReferenceStreetbefore use. Unless offender stated an Me MD. only All eomaetprpbW3sabsused MMa TODbbevagd. As a Truss Design Engineering (i.e. Specialty Isi inwr),Meseal on any MD represents an aanphrce ofthe professional ergineeNl q.T pnpF �iR05bg responail lath design of Me single Truss depicted on the MD.*.firderTP4f.Th design assumrotxxa, Istal vondil slubde or this and us's Truss foranY Building is the . Binding he Me areponsibSdy of the Cvmer-the Cwnls sadharized agenf or me SulDesigner, in th rnntert of Me ll ere IBC, inal baldly and- and TT'll The approval of theThe Anthony T. Tombo ill, P.E. used Ne Truss, including handlD'in9,sturnal�msbdlbtim and bhc'uy shall Me respo sibility of Me Building Designernd eont2MreAlinolesselariinpthe TDDendN p ist.and goidelines of Me Building Component Safety lnfomabon(Bsm) published by TPI and SSCA are referenced be general guldance. TPN defines Me responoullities and duties of Me Tmss #80083 Designer, Truss Design Engineer and Truss Manufacturer. unless oth iee deg ed bya contrast agreed upon in will by all parties involved. The Tmss Design Engineer is NOT Me sunlit 4451 St. Lucie Blvd. Designeror Truss System Engineer of any building. m mgralaed rema are as defined bTPln. 4pyl�l0 a118 Al RaxT�sea-PMmy T. Tanbr III,P£ RePo9�Svi W tivadmmeN. FanYfam. bponlNW Vlluul Na Moen Cmn'¢+vnalA-1 RwlTuivea-AnemY T. Tanh, III, PE Fort Pierce, FL 34946 JANUARY 17, 2017 I TYPICAL HIP / KING JACK CONNECTION STDTLOI CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE =_ 7-10, Exp. B, C up to IS -Mean Roof Height and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 Attach King Jack w/ (3) 16d Toe nzros-,o,o 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 0 r` ich Corner Jack's (2) 16d Toe Nails I TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) elfin LPq J4h Ibh1996r6il �tmvvYeplgml iPq'19v*:YW q'S�qum�aymtlbgYW�psgmq�MbbmpOYuyh lnuN01mb 9lmr.wal."nbyniv -Wq` —veht� ,Ny�„Y T. T g bo 111, P.E. ' ym/hlf YglNpebm, lYY.iN0q.01]evYmaalgYVYbYq Y.p¢ hoWtlY[YYgY WhWgotl M111L 1Y@ tlb Aelc±Ytl.xtlb MtvYgbfglM1NatYnutltq]limhgmYmYhtl _BW63 bMYghvplfmv... mA tr. "515t. Lde Bk 4Fikelhl m4MTvK9tr0P .LL M lmuh/fTntglbPY9 W4 t11,pf XP'✓rd, Y!p6mYm kld'DLl Fat A..,R 34946 m Gpr]L0111111tnotlmbl idmL]mh0.11. teP"imtttldrtblwen[amlW '4PolAietiv Mmllegivn Plq"clh 41 [tldLYal ldml].bebm.l.1. FEBRUARY 17, 2017 I ALTERNATE GABLE END BRAetNG DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL UN6 ALTERNATE DIAGONAL BRACING TO THE BOTTOM -CHORD 1' - 3' MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE (SEE SECTION A -A) TRUSSSES e I— 24' O.C. 2XG DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - IOd COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH tTWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 15d NAILS (MIN.). / PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE - BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL \BLOCKING TO TRUSSES WITH (2) - \ 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH. (5) - 10d COMMON WIRE NAILS. ENO WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL NAILING SCHEDULE: - FOR WINO SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF IOd (.131' X 3') NAILS SPACED 6' O.C. - FOR WINO SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE i ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. ---I—URAL TRUSS Y��Itl STRUCTURAL / AN AOEOUATE DIAPHRAGM OR OTHER METHOD OF BRACING GABLE TRUSS / MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. NOTE: THIS DETAIL IS TO BE USED ONLY FOR/ STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUBS ARE NOT ADDRESSED HERE. / STANDARD GABLE \S I JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE7-98,ASCE 7-02,ASCE7-05, ASCE7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. � NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24' O.C. OR LESS. rROOF TRUSSES 1 ST. LUCIE BLVD. T PIERCE, FL MW 772409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' O.CJ A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2- X B' TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH -FOUR (4) 6d (I.5- X 0.099') NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. (PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. AnAfwny T. Twbo 1i1, P.E. 80083 FOR R.re, FL 36946 Uek mlf. JULY-17, 2017 I TRUSSED VALLEY SET DETAIL -SHEATHED 1 STDTL05 AA ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 VALLEY TRUSS (TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS GENERAL SPECIFICATIONS: 1. NAIL SIZE =3'X 0.131'=10d 2. WOOD SCREW = 4.5' WS45 USP 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 NOS -01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. BASE TRUSSES ^"".E END, COMMON ;S. OR GIRDER TRUSS TRUSS CRITERIA: SECURE VALLEY TRUSS WIND DESIGN PER ASCE 7-98. ASCE 7-02, ASCE 7-05: 146 MPH W/ ONE ROW OF 10d WIND DESIGN PER ASCE 7-10: 170 MPH NAILS 6' O.C. MAX MEAN ROOF HEIGHT =30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6112 CATERGORY II BUILDING EXPOSURE WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PEP ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24' O.C. (BASE AND VALLEY) SYP TO THE ROOF W/TWO USP MINIMUM' REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS45(1/4' X 4.5') WOOD SCREWS _ INTO EACH BASE TRUSS. nFTAII A Auft., T. Twbo III, PE a W083 a4.1 SG Lucie BIM. Fat Pierce, FL 34-46 FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL I STDTL06 A-1-ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772-409-1010 VALLEY TRUSS (TYPICAL) SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. GABLE END, COMMON TRUSS, OR GIRDER TRUSS DETAIL A (NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: 1. NAIL SIZE =3'X 0.131'=10d 2. WOOD SCREW = 3' WS3 USP 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 PU RUN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. P �2 SEE DETAIL'A' BELOW (TYP.) ATTACH ZX4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS3 (1/4-X X) WOOD SCREWS INTO EACH BASE TRUSS. BASE TRUSSES GABLE END, COMMON TRUSS. OR GIRDER VALLEY TRUSS TRUSS (TYPICAL) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ABLE 7-05: 146 MPH WIND DESIGN PER ASCE 7.10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6112 CATERGORY II BUILDING EXPOSUREC 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. MttIanY T. Twtm III, P.E r SM3 4451 St. 4 le Bled. Fort Reim, FL 319 6 W^IOOO NBIIBtltnrm,44vP 1. NaEOIM1PL Gpefxiimd4islmmxleePBmi�peb7iul Yeaip.�am •JULY'17, 2017 IGH WIND VELOCITY) A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT. PIERCE, FL 34946 772409.1010 ATTA( WIND DESIGN PER ASCE 7.98, ASCE 7- WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD =50 PS MAX SPACING = 24' O.C. (BASE AND V1 SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 7 -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. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. 0 (gpioi C 20151414dfmus-40:ag L icbN..L CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6112 PITCH BOTTOM CHORD CLIP MUST BE APPLII THIS FACE WHEN EXCEEDS 6112 (MAX 12/12 F W i nnas-Inl.g L Ts.W eat Antkny T. Tambo III, P.E s S0083 4451 St W. a 81W. Fort Pierce, R. 34946 FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL I STDTL08 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE. FL 34946 772409-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/IDd NADS, 6' O.C. VERT STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. VERTICALVIBRACE 2X6 SP OR SPF STUD02 DIAGONAL BRACE (4) - 16d NAILS16d NAILS SPACED 6' O.C. (2) IOd NAILS INTO 2X62X6 SP OR SPF k2 2X4 SP ORSPF 02L HORIZONTAL NAILED TO ERTICALS SECTION A -A W/(4) - 10d NAILS OIAGONAL BRACE 4' - 0' O.C. MAX. ' SEE INDIVIDUAL ENGINEERING DRAWINGS TRUSS DESIGN CRITERIA. 12 PROVIDE 2%4 BLOCKING BETWEEN fAFOR THE FIRST TWO TRUSSS AS Q VARIES TO COMMON TRUSS GETO TRUSSES * WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS A ** (4) Bd NAILS MINIMUM, ROOF 3X4= PLYWOOD SHEATHING TO SHEATHING B 2%4 STO SPF BLOCK * DIAGONAL BRACING ** L - BRACING REFER / REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: lOd 1. MINIMUM GRADE OF 02 MATERIAL IN THE TOP AND BOTTOM CHORDS. / NAILS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE ENO TRUSS AND WALL TO 12' MAX BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLOG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. / 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP N3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. TRUSSES B 24' O.C. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM / _5. 6. AT 4' - 0' O.C. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 OIAGCNAL BRACE SPACED 48' O.C. ATTACHED WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT TO VERTICAL WITH (4) - THE MIOSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE _ 16d NAILS, AND ATTACHED STUOS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) TO BLOCKING WITH (5) - 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. OIAG. BRACE 10d 10 NAILS. S. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. AT 1/3 POINTS 9. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE IF NEEDED 10. T TRUSSES. 10d AND 16d NAILS ARE 0.131'X3.0' AND 0.131'X35' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. (SEE SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. ENO WALL MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE (2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2(4SPC31STUD 12'O.C. 3-8-10 R41 6{H11 11-1-13 2X4SPR31STUD 16'O.C. 3-3-10 4-9-12 6&11 91015 2X4 SP 931 STUD 24'O.C. 24-6 3-1w 54-12 8-1-2 ZX4 SP P2 12'O.C. 3.10-16 5&11 6&11 11&14 2X4 SP tR 16'O.C. 3-&ll 4-9-12 66-11 1w 2X4 SP #2 24'O.C. 3.1-4 3.11-3 6.2-9 93.13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH I0d NAILS 6' O.C., WITH 3' MINIMUM ENO DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT =30 FEET EXPOSURE B OR ASCE 7-10 190 MPH DURATION OF LOAD INCREASE: 1.60 I -IJI .,-,..,� , I-...r..,� .. I , .'� STDTL09 FEBRUARY17,2017 WITH 2X BRACE ONLY NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE-/ I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS, A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL S4B46 7724091010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6" O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / ]-BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE .1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS FEBRUARY17,2017 1 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. C NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE C TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1ROOFTRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REOUIREMENTS FOR THE T12-09}la to BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM ENO TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE METAL ANCHOR TO FRAMING TTACH TO VERTICAL CCC ATTACH TO VERTICAL SCAB WITH USE DRYWALL TYPE SCREWS) OO TOPCTTACHHORD1 \�Ell ILS (0.131' X 3')d NAILS (0131�3X 3')ad ATTACHVER3I)AL TTA H0TO WEB WITH (3) - Uld r I \ NAIL BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS, FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 3') TRUSS 2X6 r 4' - 0' WALL STRONGBACK(TYPICAL SPLICE) � (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0.216' OIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENOS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131- X 3-) EQUALLY SPACED.' ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X X) STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING (BY OTHERS) FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 n240&1010 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE. AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001_(LB/NAIL) CIA SP OF HF SPF SPF-5 .131 88.0 80.6 69.9 68.4 59.7 z .135 93.5 85.6 74.2 72.6 63.4 o J ri .162 108.8 99.6 86.4 84.5 73.8 .128 74.2 67.9 58.9 57.6 50.3 � 0 .131 75:9 69.5 60.3 59.0 51.1 h N .148 81.4 74.5 64.6 63.2 52.5 M VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY 8E APPLIED. EXAMPLE: (3) - 16d NAILS (0.162' CIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.S (LB/NAIL) X 1.15 (OOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' 45.00° ANGLE MAY VARY FROM 30` TO 60° THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW, VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00' SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30° TO 60° 45.00' FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 04946 7nAO0 1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOE -NAIL WITHORAWAL VALUES PER NOS 2005 (LB/NAIL) OIA. SP OF HF SPF SPF-S 7 .131 59 46 32 30 20 z O J .135 60 48 33 30 20 N .162 72 58 39 37 25 J = O .128 54 42 28 27 19 z . z O .131 55 43 29 28 19 L1 J .148 62 48 34 31 21 J N z .120 51 39 27 26 17 CO z .128 49 38 26 25 17 O .131 51 39 27 26 17 J .148 57 44 31 28 20 M NOTES: L TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER ENO AS. SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - IGd NAILS WAGE' CIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND OOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (OOL FOR WINO) = 14B LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO FOR WINO OOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 IDOL FOR WINO) = 177 LB MAXIMUM ALLOWABLE, UPLIFT REACTION CUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. •.a USE (3) TOE -NAILS ON 2X4 BEARING WALL •.. USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S )E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY JAIL IA1L SIDE VIEW END VIEW FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 -I .5 x 4 TYP 2x2 NAILER ATTACHMENT I STDTL13 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. April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTLI4 FO EXTERIOR FLAT GIRDER TRUSS �i!3RQ F TRUSSES 4461 ST`LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 (4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES (4) 12d MAX 30" (21-6") 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 MMuy T. Tp Ill. P. = WUS3 �+51 St, m .8Nd. faR Pierce. R P946 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND STDTL15 FEBRUARY 17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES . A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 I� jyP� TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X (INCHES) MAXIMUM FORCE (LBS) 157 LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 .3681 1O74 3111 2125 3157 38 57 42" 3169 4754 2900 4350 2451 1 3677 2511 3767 44 66 48" 3657- 5485 3346 51119 21129 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRACE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK. OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2XG) SPACED 4' O.C. AS SHOWN (.131' OIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH RECUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C • 10d NAILS NEAR SIDE + 10d NAILS FAR SIDE NOTES BREAK X X- MIN S' MIN TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM' ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF S" FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES 1. THIS REPAIR DETAIL IS TO BE ODES NOT IMPLY THAT THE REM TRUSS SHALL BE INSPECTED TO THE REQUIRED REPAIRS ARE FIR SUPPORTING THE LOADS INOICAI 2. ALL MEMBERS MUST BE RETURNI AND HELD IN PLACE DURING API 3. THE ENO DISTANCE, EDGE GIST, UNUSUAL SPLITTING OF THE WC 4. WHEN NAILING THE SCABS, THE LOOSENING OF THE CONNECTOR S. THIS REPAIR IS TO BE USED F 6. THIS REPAIR IS LIMITED TO TR JLY FOR THE APPLICATION SHOWN. THIS REPAIR PORTION OF THE TRUSS'IS UNDAMAGED. THE ENTIRE ( THAT NO FURTHER REPAIRS ARE REQUIRED, WHEN APPLIED, THE TRUSS WILL BE CAPABLE OF 'HEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR IN OF REPAIR. JO SPACING OF NAILS SHALL BE SUCH AS TO AVOID A BACKUP WEIGHT IS RECOMMENCED TO AVOID AT THE JOINTS OR SPLICES. LE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. dITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY17,2017 SCAB APPLIED OVERHANGS I STDTL16 A-( ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 3 946 772-409,1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 1.15 SPACINGS 24. O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL ENO BEARING CONDITION NOTES'. 1. ATTACH 2X SCAB (MINIMUM k2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' O.C. 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOO& 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENOED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE' TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF.- TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FORPLATE SIZES AND LUMBER GRADES