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1765 SELVA MARINA DR RES18-0357 - TRUSSES 10-16-2019 H26 I 6 96 I 296 r l III I .-..:..._:_ _ ± II_ "2EEv1coc"I j _ .7� E IF o _ 9, r 11 I • DEE a'roc II( Fr",1 i II 1 o s E C . C II 1�. i; „ •T z.oFvaz. oC �o vsFE� TC I --— L . °s` b.� 1 II �I�I I I I I 15.OEM Y 2.-cc BO NW LIVE TC 15 PBF DEAD•TC 5 K DEAD13G 11i i ii — :.,--, . . i !, ii i„ g 1 !� I -I' MII ig,.... ,_, ___li .$o Iii. g is ILII mcppaI:" m=g� 3yr A(71 pN�RI� N d A iN v �y O �O II 4.________T I 1 F',1 II 24 { Job Name:CLINE JOB#: 18-2367 oD p Customer:JAX ate m m 00 Designer: Bob Glover z 0 ADDRESS: 1765 Selva Marina Dr SALESMAN:Fill in later jf 'IP <Not Found> iiiiiiiiiiiiii‘a • r 4.4.. 1 I F. I —41 20' /6' 22' 910" y AnaI 1..___ ii , , 1 , I , •.. ii:_ r__• INN 111 .,,_ l'1•1111111111L111111111111111 I 6 in o Z___ � B« I) sr ..., I 1IIflII! It I ay �► rMill I��•a►.nu■■.■ I coVe t!III11IU1LI1I1011rii iilJu o 610• _. III �■co � I .. m6'11" I' -- Loi r... - ---- I OMNI FIF {I. I 011 I I+ I 5s'+i"�9' I 27.1 a. 1.I J I T 1111 001 i I 004 _..— co C •ROOF PITCH.3,4,5.6 10/12 W.B.Howland Truss Co. — — @ ICLG PITCH.7 810/12 610 11TH STREET SW 2 Live Oak,FL 8 OVERHANG'14 3/4"8 20 3/4"PI I (386 362-1235 064 03 1- I • LOADING.40 PSF. •••„386 362-7124 F WIND LOAD.130 MPH ( (Fax) N @ !EXPOSUREC howlandtrussCcOgmail.com $ n I DAT 8/4/1 ICF 82XfiX fm9 �� Z '^ _-C 1-1” DATE'.8/4/16 V _i_. .ice ■1111111 { a :E45m .. Qo 1 1 �ent ISE; .,, 1`' i E cwcZ .: (i • 0O)W .. _ I � N0QUOQv� NSCCAB OVERHANG ------------ ELDBVOTHERS + ......s.......„�, JOB NO: 6' 12' II 6' I 26 24. I 18-2367R — PAGE NO: 1 OF 1 OFFICE C®P' Alpine, ITWCompany 6750 Forum ie Orlando,FLan 32821Drve,Suit305 .4LPINE Phone:(800)755-6001 www.alpineitw.com —Site In Customer: W.B.Howland Company,Inc. Job Number. 18-2367 JobDescnption: CLINE _ Address: City,State,Zip: Atlantic Beach,FL Name, Address and License#of Structural EOR if one exists for the building: Name: License#: State: Address: City,State,Zip: —Job Engineering Criteria: Design Code: FBC 2017 RES View Version: 17.02.00.1013.16 JRef#: 1 Wf12150002 Wind Standard: NA Wind Speed(mph). N/A Roof Load(pst): None Floor Load(psi): 450.000-10.00-0.00 5.00 This package contains a job notes page. 14 truss drawings and 3 details. Item Seal# Truss I Item Seal# 'Truss 1 282.18.1127.12343 F01 2 282.18.1127.15900 F03 3 282.18.1127.18927 F04 4 282.18.1127.40740 F05 5 282.18.1127.46777 F06 6 282.18.1127.52577 FO6A 7 282.18.1127.57530 FO6B 8 282.18.1128.03280 F07 q 282.18.1129.57920 F08 10 282.18.1130.04563 F09 1 282.18.1130.12647 F10 12 282.18.1130.14880 F11 t 3 282.18.1130.30230 F12 14 282.18.1130.41547 FT3 Lou Ponti Conntig0 & Associates, Inc. g Structural En NO EXCEPTION TAKEN 9fneers EJECTED - SEE TA 0 MAKE CORRECTIONS Review is for the limitedo REVISE & RESUBMIT NOTED MARKS with the design concept of checking contract iththedocuments. pt and the information for conformance uments. No approval is i matron expressed in the completeness of details, quantities. implied for the a t�au9es, fabrication dimensions, accuracy or 'oordinaffon or processes, construction means or weights or i=recautfons, of the with other trades or construction all of which ore the sofa Thu d°-sirs has beer.deetrorr•y Contractor. The Contractor is re confirm responsibility ..,r:sr,ts+•ST•ture. re,7 ed and sponsfbfe for dim N of the beeanwoo .,�n. ^eet'O �,t correlated a1 the slbe vented usm0 the orris!sleet,c shall not include site. Review enslons to be vera.r,'ttt�tu rrierr r� item is e a review of the of a specific Item ��� PNDO M , a component. lisvi�K. entire asserribl • y/-0 designated chert of re-submissi 1 of which the .`� P�.''C E N ti ,. identified bythe son rho submltfa re-submission w111 cover only :44�ti; L,t S�: y��� • Contractor, • ono dff ChOtivRs clearly No 70773 - Dom: ( : :�•: STATE OFV4...; 10/10/2018 10:- , U ....._L-__.....:7-2'ti/_I ,,of°./O 111!1 t 0 Florida Certificate of Product Approval#FL1999 Printed 10"x/2018 8:37:23 AM Job Number: 18-2367 Ply: 1 SEQN:588289 /T15 SY42 Cust:R215 JRef: 1Wf12150002 CLINE Qty: 9 FROM:CDM DrwNo: 282.18.1127.12343 Truss Label: F01 SSB / FV 10/09/2018 8'1"8 I 9'5' I 17'6"8 8H '1"8 1 3 8 8'1"8 1'3"12 1'3"121'3"12 �_ 1�'3�� ' "12 f--- --i— I 2'6"_ I I— T —I f{ (TYP) 1112X4 =4X4 1112X4 1112X4 1112X4 =1N=3X4 102X4 =4X4 1112X4 A B C D E F G H I J K L M I N II Y\/N7\Il l IIII, IIIII V U T S R Q P 0 N =3X5 =4X5 =W=3X4 =4X5 =3X5 A 17'6"8 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.135 F 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.175 F 999 360 V 965 /- /- /- /- /- Category:NA BCDL: 5.00 Snow Duration:NA HORZ(LL): 0.029 N - - N 965 /- /- /- /- /- EXP:NAKzt:NA Des Ld: 55.00 HORZ(TL):0.040 B - - V Brg Width=- Min Req=- Mean Height NA ft Code/Misc Criteria CreepFactor.2.0 N Brg Width=- Min Req=- NCBCLL:10.00 TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.427 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.702 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.421 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) B-C 0-1089 G-H 0 -211^ I:NA GCpi:NA Plate Type(s): C-D 0-1089 H-I 0 -177 Wind Duration:NA WAVE VIEW Ver.17.02.00.1013.16 D-E 0-1770 I-J 0 -177 Lumber E-F 0-2110 J-K 0 -108v F-G 0-2115 K-L 0 -1089 Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes 'V-U 583 0, R--Q 2115 0 All plates are 3X4 except as noted. . U-T 1513 0 Q-P 2009 0 ' T-S 2009 0 P-O 1513 0 Additional Notes S-R 2009 0 O-N 583 0 +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Maximum Web Forces Per Ply(lbs) Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. The overall height of this truss excluding overhang is V-B 0-1054 Q-H 403 99 2-0-0. B-U 884 0 H-P 0 -431 U-D 0 -739 P-J 463 0 D-T 463 0 J-O 0 -739 0. ..-i. T-E 0 -431 O-L 884 0 ••%%‘0.'14.9.V. �� �yo0 it'!" � h� E-R 403 -99 L-N 0 -1054 • ▪ No 70773 • 1- STATE OFI }•it:: O� • ,•-, <,S'c�0 A 1 #0-278,�s'O.t 1 r r t 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)nor safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the NITW Y truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pane Forum Drive listing this drawing indicates acceptance of pro essionat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367 Ply: 1 SEQN:588303 /T18 SY42 Gust:R215 JRef: 1 Wf12150002 CLINE Qty: 2 FROM:CDM DrwNo: 282.18.1127.15900 Truss Label: F03 SSB / FV 10/09/2018 1'10„ 7788'5" 151" 2178 247" 1,10" I 5'4"8 .I 1,3"I 6,7 8 5'11"8 I 3,6"8 "{ 1'5'8 I I—2'6"--I I-2'6"12-H I--2'2"13-I �2„—'.14 1 21"5--{ (TYP) =W=3X4 =W=3X4 1112X4 5X5 lII5X6 1112X6 1112X6 1113X6 1113X4 1114X4 1113X4 1113X5 1112X6 1115X6 1115X6 =5X5 A B C D E F G H I J K L M N 0 P Q R S fNi T _/? /\/ /\/ \ / /\/1 \.I/\/\b I I y li Al AH' AG AF AE AD AC AB AA Z 1113X5 =6X6 =6X6 V U T 1112X4 =4X6 1114X5 =5X6 =3X5 1113X5 1113X4 1114X4 1114X5 1112X4 W=3X4 I--1'8"8 1 22'10"8 -j I 247” I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.303 AC 890 480 Loc R+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.418 AC 645 360 AH 1447 /- /- /- /- /- Category:NA BCDL: 5.00 Snow Duration:NA HORZ(LL): 0.034 U - - T 1263 /- /- /- /- /- EXP:NAKzt:NA Des Ld: 55.00 HORZ(TL): 0.047 U - - AH Brg Width=6.3 Min Req= 1.5 Mean Height NA ft T Brg Width=- Min Req 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor.2.0 =- Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.893 Bearing AK is a rigid surface. BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.834 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.640 Loc.from endwall:NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): C-D 0-1475 K-L 0 -3837 Wind Duration:NA WAVE VIEW Ver.17.02.00.1013.16 D-E 0-1480 L-M 0 -3348 Lumber E-F 0-2933 M-N 0 -3348 F-G 0-2959 N-O 0 -2571 Top chord 4x2 SP 2400f-2.0E:T2,T4 4x2 SP#2: G-H 0-2977 O-P 0 -2571 Bot chord 4x2 SP 2400f-2.0E H-I 0-3828 P-Q 0 -1931 Webs 4x2 SP#3 1-J 0-3828 Q-S 0 -626 Plating Notes J-K 0-3921 All plates are 3X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Additional Notes Chords Tens.Comp. Chords Tens. Comp. +2x6 continuous strongback.See detail AH-AG 836 0 AA-Z 3641 0 STRBRIBR1014 for bracing and bridging AG-AF 2176 0 Z-Y 3641 0 recommendations. AF-AE 2959 0 Y-X 3035 0 Truss must be installed as shown with top chord up. AE-AD 3573 0 X-W 1998 0 The overall height of this truss excluding overhang is AD-AC 3576 0 W-V 1285 0 2-0-0. AC-AB 3963 0 V-U 1284 0 WARNING!This truss is not symmetric,but its exterior AB-AA 3857 0 geometry makes erection error more probable. ,�ttr rlrt, ' It is imperative that this truss be installed properly. .:`,es.• M�����' Webs Maximum Tens.Comp Forces PerWPly(lbs)Tens. Comp. i �... .'�,%C E*N`S'F`. ^7 1� AH-C 0-1407 Y-N 581 0 ti: 4' "�*d' r C-AG 1157 0 N-X 0 -830 No 70773 AG-E 0-1244 X-P 991 0 *' :* - E-AF 1345 0 P-W 0 -988 * AF-F 0 -808 W-Q 1225 0 -0...„. rN *�: G-AE 589 0 Q-U 0 -1342 O:� STATE OF4 *.1'�u/' AE-H 0-1116 U-S 1280 0 ,r**.c H-AC 503 0 S-T 0 -1216 •i'�tc.,.„'..1.0 la " L-Y 0 -545 1,7,&/Qs. �- • A #0-278 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building 'omponen Safety Information,by.TPI end SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary racing per SCSI.Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the vorNco.viviy truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of ro-fesstonar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 18-2367 Ply: 1 SEAN.588308 /T20 SY42 Cust:R215 JRef: 1Wf12150002 CLINE Qty: 4 FROM:CDM DrwNo: 282.18.1127.18927 Truss Label: F04 SSB / FV 10/09/2018 I 1'10"-1 ,10" 7'2"8 85"g 151" 21'0"8 25'9"12 1'10"_I 5'4"8 I 1'3" 6,7"8 I 511"8 4'9"4 3I 1 5„8 I �3"1 H--I 11"9 1.1_1"_51¶1.12 11„�¶1� I 1-_2,6"__H I--2'6"12—„I 2'2"13--I �z„141 F.1 10„10 I 4„4 4X10 III 2X4 1113X5 =4X4 11123(4 1112X4 =W=3X4 1114X4 1113X4 1113X4 1112X6 =5X5 1113X6 IlI3X4 =1X4 A B CD E F G H I J K L M N 0 P Q R S T l� \-/ �t /\/,\7YV\ /!\./\Ill \ro AK AJ -' Al AH AG AF AE AD AC AB AA 11324 =5YY 5 =5X5 W V AL U II!2X4 =3X6 1114X5 1115X5 =4X5 =W=3X4 1114X4 1113X4 =4X12 1113X4 IlI3X4 =W=3X4 L 1.11"10 k- 23714 11 I- 25'9"12 -I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.157 AE 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.294 AE 954 360 AK- /-359 /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.012 V - - AJ 1265 /- /- /- /- /- EXP:NAKzt:NA T Des Ld: 55.00 HORZ(TL): 0.024 U - - AL 4147 /- /- /- /- /- Mean Height:NA ft Code/Misc Criteria Creep Factor.2.0 AK Brg Width=- Min Req=- NCBCLL:10.00 TCDL:NA psf AJ Brg Width=6.3 Min Req= 1.5 Soffit: 2.00 BCDL:NAsf Bldg Code: FBC 2017 RES Max TC CSI: 0.473 P AL Brg Width=5.5 Min Req= 1.5 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.440 Bearings AJ&AL are a rigid surface. Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.425 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comi Wind Duration:NA WAVE VIEW Ver.17.02.00.1013.16 Lumber C-D 0 -716 K-L 0 -2413 D-E 0-1736 L-M 0 -2138 Top chord 4x2 SP 2400f-2.0E:T3 4x2 SP#2: E-F 0-1750 M-N 75 -1655 Bot chord 4x2 SP 2400f-2.0E F-G 0-1757 N-0 75 -1655 Webs4x2SP#3 G-H 0-2308 0-P 220 -1243 Special Loads H-I 0-2308 P-R 441 -507 1-J 0-2399 R-S 705 0 ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) J-K 0-2403 TC:From 67 plf at 0.00 to 67 plf at 25.69 BC:From 7 plf at 0.00 to 7 plf at 25.81 TC:3221 lb Conc.Load at 25.69 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes AH-AG 1221 0 AA-Z 2320 0 All plates are 3X4 except as noted. AG-AF 1750 0 Z-Y 1945 0 Additional Notes AF-AE 2137 0 Y-X 1286 -206 AE-AD 2390 0 X-W 872 -324 +2x6 continuous strongback.See detail AD-AC 2390 0 W-V 872 -324 STRBRIBR1014 for bracing and bridging AC-AB 2422 0 V-U 146 -571 recommendations. :Negative reaction(s)of-359#MAX.from a non-wind �\��*`y40'fAj•X14, AB-AA 2320 0 load case requires uplift connection.See Maximum �- N. • L/° Reactions. `���Q.•�\C E N�Q�;.• i� Maximum Web Forces Per Ply(lbs) ♦ 4,• ;tP�i Webs Tens.Comp. Webs Tens. Truss must be installed as shown with top chord up. .� No 70773 Comp. The overall height of this truss excluding overhang is * S A-AJ 0 -449 M-Y 0 -554 2-0-0. : * • • AJ-C 0 -962 Y-0 666 0 It is the responsibility of the Building Designer and -0= .tr if C-AH 771 0 0-X 0 -650 Truss Fabricator to review this drawing prior to Z1'. STATE O F k/4. AH-D 0 -889 X-P 762 0 cutting lumber to verify that all data,including �4r..As • D-AG 892 0 P-V 0 -836 dimensions and loads,conform to the architectural iii�'•.•0 A 1.1;13157%;0:- plans/specifications ! AG-E 0 -382 V-R 838 0 tors -G 0 98 WARNING!This truss is symmetric,truss but layout. exterior '','So.-/A1.r r ZF M 392 6 0 U-S 0 -38206 geometry makes erection error more probable. #0-278 It is imperative that this truss be installed properly. 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build theCOWAN( truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciN„n,. ng of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367 Ply: 2 SEQN:588293 /T17 SY42 Cust:R215 JRef: 1Wf12150002 CLINE Qty: 2 FROM:CDM DrwNo: 282.18.1127.40740 Truss Label: F05 SSB / FV 10/09/2018 I 5 5 2 Complete Trusses Required 1'10" 7'2"88'5""� I 15'1" 21'0"8 25'9"12 1,10.,I 5'4"8 I 1'3 6,7,8 5.11"8 4'9"4 3 1I S I I3„ �2„-I I1„-I 1151¶112 I I I---2'6"--I I--2'6"12--I I-72^13-- I 1 z"141 1'1o"10 Y„1 (TYP) =3X10 1112X4 lII3X4 =4X4 112X4 1112X4 =W=3X4 lII4X4 1113X4 1113X4 1112X6=5X5 1114X6 1113X5 =1X4 A B C D E F G H I J ALAIAAVV\ KL M N 0 PQ R S N \ / \AalA / \AL .. .. as b .s. AK AJ Al All AG AF AE AD AC AB M 111324 =5Y5 1115X6 W V AL 2U 1112X4 =3X6 1113X6 1115X5 1114X5 1113X5 1113X4 =4X5 1113X5 =3X12 =W=3X4 =W=3X4 1 1'1110 1 23'3"14 I'_I I 25'9.'12 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.155 I 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.315 AC 892 360 AK- /-697 1- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.014 U - - AJ 2161 /- /- /- /- /- EXP:NA Kzt:NA Des Ld: 55.00 Mean Height:NAR HORZ(TL): 0.029 U - - AL 2371 /- /- /- /- /- NCBCLL:10.00 Code/Misc Criteria Creep Factor.2.0 AK Brg Width=- Min Req=- TCDL:NA psf AJ BrgWidth=6.3 Min Req1.5 Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.523 = Load Duration:1.00 TPI Std: 2014 Max BC CSI: 0.473 AL Brg Width=5.5 Min Req=1.5 MWFRS Parallel Dist:NA Bearings AJ&AL are a rigid surface. Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.480 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver.17.02.00.1013.16 Lumber It is the responsibility of the Building Designer and C-D 0 -570 J-K 0 -2772 Truss Fabricator to review this drawing prior to D-E 0-1576 K-L 0 -3003 Top chord 4x2 SP 2400f-2.OE:T3 4x2 SP#2: E-F 0-1590 L-M 0 -2840 Bot chord 4x2 SP 2400f-2.0E cutting lumber to verify that all data,including Webs 4x2 SP#3 dimensions and loads,conform to the architectural F-G 0-1600 M-N 0 -2362 plans/specifications and fabricators truss layout. G-H 0-2369 N-O 0 -2362 Special Loads H-I 0-2369 O-P 0 -1893 -(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) ! J 0-2771 P-R 0 962 TC:From 67 plf at 0.00 to 67 plf at 15.08 TC:From 205 plf at 15.08 to 205 plf at 21.04 Maximum Bot Chord Forces Per Ply(lbs ) TC:From 67 plf at 21.04 to 67 plf at 25.69 Chords Tens.Comp. Chords Tens. Comp. BC:From 7 plf at 0.00 to 7 plf at 25.81 AH-AG 1036 0 AA-Z 3000 0 TC: 415 lb Conc.Load at 15.08 TC: 231 lb Conc.Load at 21.04 AG-AF 1590 0 Z-Y 2671 0 TC: 525 lb Conc.Load at 25.69 AF-AE 2075 0 Y-X 1946 0 AE-AD 2572 0 X-W 1395 0 Plating Notes AD-AC 2572 0 W-V 1396 0 All plates are 3X4 except as noted. AC-AB 3003 0 V-U 543 0 \11111!!/ AB-AA 3000 0 SeeAddrDWGINotes e CNSY42PL0118 for connection details of si i%%t`�Q� . ix/X00 Maximum Web Forces Per Plylbs 2 ply trusses. :.4./..cc E 11f 8�..t1��' Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See detail No 70173 ': S A-AJ 0 -433 AC-K 0 -403 STRBRIBR1014 for bracing and bridging recommendations. - *: Z*i. AJ-C 0 -782 M-Y 0 -555 Negative reaction(s)of-697#MAX.from a non-wind * C-AH 676 0 Y-0 721 0 load case requires uplift connection.See Maximum :'b= J tr.: AH-D 0 -822 0-X 0 -860 Reactions. SSTATE OF It/. D-AG 928 0 X-P 1008 0 i0'... AG-E 0 -382 P-V 0 -966 Truss must be installed as shown with top chord up. 0,T A') • :�j AF-G 0 -834 V-R 934 0 #its Opl/"-:�10- The overall height of this truss excluding overhang is r� s •....„._.:...,..,1... _•-•••11.i.• G-AE 539 0 R-U 0 -1002 2-0-0. ,iis/DN- WARNING!This truss is not symmetric,but its exterior #0-278 '���//111111 geometry makes erection error more probable. It is imperative that this truss be installed property. 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,ialling.and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)finstalling safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinoComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the „r,,,C , truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracia ng of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of rotessionaf engine ring responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367 Ply: 1 SEQN:588291 /T3 SY42 Cust:R215 JRef: 1Wf12150002 CLINE Qty: 11 FROM:CDM DrwNo: 282.18.1127.46777 Truss Label: F06 SSB / FV 10/09/2018 I 110'' I 7'2"8 I 8'5"q 15'1" I 21'0"8 25'9"12 1'10 5'4"8 1'3" 6'7"8 5'11"8 4'9"4 178 I 1 1 3"101 la"—l'2"2 I 11'1"94 ill 4"12 PI I~—2'6"--I f--2'6"12--.I I--2'2"13--1 I 1 2"14� I 1 10"10 I „l 1 (TYP) W=3X4 =3X10 =4X4 1112X4 1114X4 =5X5 11123(4 1112X4 =4X4 E4X4 1113X4 1113X5 1112X6 1115X5 1115X6 1114X5 =1X4 A BC D E F G H I J K L M N 0 PQ R S N, ,-. \ I7\ /\t / `./` „ � l , r It AK AJ - Al AH AG AF AE AD AC AB AA Z Y X W V AL—'U 4X6 IIl5X6 "6X6 =5X5 III4X5 1113X4 1114X4 1113X5 1115X6 6X6 1114X5 E4X12 "W=3X4 =W=3X5 ♦ 1'11"10 A 23314 1„1 F 259"12 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.282 I 996 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.448 I 626 360 AK- /-515 /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.025 U - - AJ 1714 /- /- /- /- /- Des Ld: 55.00 EXP:NAKzt NA HORZ(TL):0.041 U - - AL 1814 /- /- /- /- /- Mean Height:NA ft AK Br Width=- Min Req=- NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 9 TCDL:NA psf AJ Br Width=6.3 Min Req1.5 Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.766 g = Load Duration:1.00 TPI Std: 2014 Max BC CSI: 0.690 AL Brg Width=5.5 Min Req= 1.5 MWFRS Parallel Dist:NA Bearings AJ&AL are a rigid surface. Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.651 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp Wind Duration:NA WAVE VIEW Ver.17.02.00.1013.16 Lumber WARNING!This truss is not symmetric,but its exterior A-B 419 0 I-J 0 -3956 geometry makes erection error more probable. B-C 419 0 J-K 0 -3960 Top chord 4x2 SP 2400f-2.OE:T3 4x2 SP#2: C-D 0 -934 K-L 0 -4179 Bot chord 4x2 SP 2400f-2.0E It is imperative that this truss be installed properly. D-E 0-2444 L-M 0 -3734 Webs 4x2 SP#3 E-F 0-2464 M-N 0 -3041 Special Loads F-G 0-2478 N-O 0 -3041 G-H 0-3516 0-P 0 -2481 --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) H-I 0-3516 P-R 0 -1274 TC:From 67 plf at 0.00 to 67 plf at 25.69 BC:From 7 plf at 0.00 to 7 plf at 25.81 TC: 415 lb Conc.Load at 15.08 Maximum Bot Chord Forces Per Ply(lbs) TC: 231 lb Conc.Load at 21.04 Chords Tens.Comp. Chords Tens. Comp. TC: 525 lb Conc.Load at 25.69 AH-AG 1650 0 AA-Z 4015 0 Plating Notes AG-AF 2464 0 Z-Y 3436 0 All plates are 3X4 except as noted. AF-AE 3138 0 Y-X 2542 0 AE-AD 3757 0 X-W 1847 0 Additional Notes AD-AC 3757 0 W-V 1847 0 +2x6 continuous strongback.See detail 11111111f AC-AB 4195 0 V-U 718 0 STRBRIBR1014 for bracing and bridging 0” 1400 M1s1�j♦, AB-AA 4015 0 recommendations. ,mss %JP• L9 ♦♦ Negative reaction(s)of-515#MAX.from a non-wind .e !` : 1,C E nlg�..tf♦♦�%.01♦♦� Maximum Web Forces Per Ply(lbs) load case requires uplift connection.See Maximum � 1 Webs Tens.Comp. Webs Tens. Comp. Reactions. y No 70773 A-AK 495 10 AC-K 0 -428 Truss must be installed as shown with top chord up. *• * ;* A-AJ 0 -647 L-Z 0 -525 The overall height of this truss excluding overhang is =-13; AC: AJ-C 0-1259 Z-M 555 0 2-0-0. T. •• STATE OF .4/.7 C-AH 1058 0 M-Y 0 -710 iO' : AH-D 0-1261 Y-0 864 0 It is the responsibility of the Building Designer and ♦ AN.%,t • Truss Fabricator to review this drawingprior to ♦i s •gt-• D-AG 1367 0 0-X 0 -1088 ♦,S '..OAI/u`� cutting lumber to verify that all data,including ♦ ° AG-E 0 -570 X-P 1274 0 plans/specifications dimensions and ds,conform and fabricatoothe rs truss layout.architectural ♦'♦���J�O(�(1111; F-AF 434 0 P-V 0 -1277 #0-278 AF-G 0-1175 V-R 1242 0 G-AE 704 0 R-U 0 -1370 10/10/2018 AE-I 0 -455 U-S 0 -521 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI end SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drewing,apy failure to build the µR truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of prooesstonaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367 I Ply: 2 SEQN:588295 /T19 SY42 Gust:R215 JRef: 1Wf12150002 CLINE Qty: 2 FROM:CDM DrwNo: 282.18.1127.52577 Truss Label: FO6A SSB / FV 10/09/2018 1 5 5 2 Complete Trusses Required 110" 778 8'5"g 15'1" 21'0"8 25'9"12 1'10" I 54"8 r 1'3'.1- 6'7"8 I 5.11"8 4'9"4 H 1 13"10 2 -I --- �-I I- -- 11.1"11 T FI I1'2"14 1'10"10 ' -�TYP� f--2'6"12.-I 1--2.2"13-1 f--I I I =3X10 1112X4 =4X4 1114X4 112X4 1112X4 -W=3X4 =4X4 1113X4 1113X4 1112X6=5X5 1114X6 1114X4 =1X4 A B C D E F G H I J K L M N O P Q R S \t/ /\TJ j\,/,\/ � � "�,/\i��,- � l e It II AK AJ - Al AH AG AF AE AD AC AB M 1113X4 =5V5 1115X6 W V AL 'U III 2X4 =3X6 1114X5 III 5X6 1114X5 1113X5 1113X4 1114X4 1114X4 w4 12 =W=3X4 =W=3X4 A 1'11"10 253"14 1'_i 1- 259"12 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.211 I 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.355 I 790 360 AK- /-815 /- /- /- /- Category:NA BCDL: 5.00 Snow Duration:NA HORZ(LL): 0.019 U - - AJ 2666 /- /- /- /- /- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL): 0.033 U - - AL 2945 /- /- /- /- /- Mean Height NA ft AK Br Width=- Min NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 9 Req=- Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.597 AJ Brg Width=6.3 Min Req= 1.5 Load Duration:1.00 TPI Std: 2014 Max BC CSI: 0.543 AL Brg Width=5.5 Min Req=1.5 MWFRS Parallel Dist:NA Bearings AJ&AL are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.518 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver.17.02.00.1013.16 Lumber WARNING!This truss is not symmetric,but its exterior D-E 0 -718 J-K 0 -34 geometry makes erection error more probable. D-E 0-1901 K-L 0 -333114 Top chord 4x2 SP 2400f-2.OE:T3 4x2 SP#2: E-F 0-1916 L-M 0 -3016 Bot chord 4x2 SP 2400f-2.0E It is imperative that this truss be installed properly. Webs 4x2 SP#3 F-G 0-1928 M-N 0 -2531 G-H 0-2756 N-O 0 -2531 Special Loads H-I 0-2756 O-P 0 -2122 -(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) I-J 0-3122 P-R 0 -1087 TC:From 100 pit at 0.00 to 100 plf at 25.69 BC:From 10 plf at 0.00 to 10 plf at 25.81 Maximum Bot Chord Forces Per Ply(lbs) TC: 623 lb Conc.Load at 15.08,21.04 Chords Tens.Comp. Chords Tens. Comp. TC: 788 lb Conc.Load at 25.69 AH-AG 1277 0 AA-Z 3210 0 Plating Notes AG-AF 1916 0 Z-Y 2609 0 All plates are 3X4 except as noted. AF-AE 2452 0 Y-X 2169 0 AE-AD 2953 0 X-W 1574 0 Additional Notes AD-AC 2953 0 W-V 1575 0 See DWG CNSY42PL0118 for connection details of AC-AB 3325 0 V-U 612 0 2 ply trusses. `.04111111111,_' AB-AA 3210 0 +2x6 continuous strongback.See detail �0% so°.M #,� L ♦ Maximum Web Forces Per P lbs STRBRIBR1014 for bracing and bridging � !� • .i ij Ply(lbs) Q, CEN•• Webs Tens.Comp. Webs Tens. recommendations. ...���•�\ 8F•.;l'y �� Comp. Negative reaction(s)of-815#MAX.from a non-wind No 70773 '.� '� A-AK 392 -8 Z-M 386 0 load case requires uplift connection.See Maximum :* *- A-AJ 0 -511 M-Y 0 -501 Reactions. AJ-C 0 -975 Y-O 626 0 Truss must be installed as shown with top chord up. 2,MI; * 2¢• AH-D 0 -984 X-P 1088 0 C-AH 823 0 O-X 0 -934 . The overall height of this truss excluding overhang is STATE OF 40 2-0-0. i O• D-AG 1074 0 P-V 0 -1088 It is the responsibility of the Building Designer and '�#.•0���O A 1/"•�fy� AG-E 0 -447 V-R 1058 0 0. S � AF-G 0 -930 R-U 0 -1155 Truss Fabricator to review this drawing prior to ij :/ cutting lumber to verify that all data,including ,i/%tum 11i G-AE 565 0 U-S 0 -384 dimensions and loads,conform to the architectural #0-278 plans/specifications and fabricators truss layout. 10/10/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the Atinwcommy truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pae 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineilw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: ww . wiccsafe.org Orlando FL,32821 Job Number: 18-2367 Ply: 1 SEAN:588321 /T16 SY42 Cust:R215 JRef: 1Wf12150002 CLINE Qty: 2 FROM:CDM DrwNo: 282.18.1127.57530 Truss Label: F06B Page 1 of 2 SSB / FV 10/09/2018 I 110" I 7'2"8 I 851 151 I 21'0"8 25'9"12 1'10 5'4"8 13 6'7"8 5'11"8 4'9"4 1,5.,6 I I3"H I— �,2„� F1.� [VIII T1 FI I--2'6°—I 1---2,612---I H 2713- �2" 11,10°10 "t (TYP) 1112X4 1114X4 =5X5 1112X4 1112X4 =4X4 3X4 =4X4 1113X4 1113X5 IlI2X6 1115X5 1115X6 E5X5—3X 1X4 A B C D E F G H I J K L M N O P Q R S T \ /..\ / , t iry\ /\ II ...."vir...ir IA\ 3,3 EN AK AJ - Al AH AG AF AE AD AC AB AA 111325 1115Y6 1116X6 W V AL--U 1112X4 =4X6 1115X6 E6X6 E5X5 1114X5 1113X4 1114X4 1114X5 E4 12 W=3X4 =W=3X5 1'11"10 1 23714 1„1 I 259"12 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.256 I 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.464 I 605 360 AK- /-537 /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.022 U - - AJ 1731 /- /- /- /- /- EXP:NA Kzt:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.042 U - - AL 3781 /- /- /- /- /- NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor.2.0 AK Brg Width=- Min Req=- Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.787 AJ Brg Width=6.3 Min Req= 1.5 AL Brg Width=5.5 Min Req= 1.5 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.707 Bearings AJ&AL are a rigid surface. Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.693 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp Wind Duration:NA WAVE VIEW Ver.17.02.00.1013.16 Lumber A-B 432 0 J-K 0 -4058 B-C 432 0 K-L 0 -4294 Top chord 4x2 SP 2400f-2.0E:T3 4x2 SP#2: C-D 0 -939 L-M 0 -3873 Bot chord 4x2 SP 2400f-2.0E D-E 0-2483 M-N 0 -3204 Webs 4x2 SP#3 E-F 0-2503 N-O 0 -3204 Special Loads F-G 0-2518 O-P 0 -2648 G-H 0-3590 P-R 0 -1261 —(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) H-I 0-3590 R-S 494 0 TC:From 67 plf at 0.00 to 67 plf at 25.69 I-J 0-4055 BC:From 7 plf at 0.00 to 7 plf at 25.81 TC: 415 lb Conc.Load at 15.08,21.04 TC:2309 lb Conc.Load at 25.69 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes All plates are 3X4 except as noted. AH-AG 1670 0 AA-Z 4143 0 AG-AF 2503 0 Z-Y 3587 0 Additional Notes AF-AE 3198 0 Y-X 2712 0 AE-AD 3842 0 X-W 1918 0 +2x6 continuous strongback.See detail AD-AC 3842 0 W-V 1918 0 STRBRIBR1014 for bracing and bridging ilsUUhIt recommendations. Negative reaction(s)of-537#MAX.from a non-wind sem, p` ....,L�1,, AB-AA 4AC-AB 143 0 9 0 V-U 619 148 load case requires uplift connection.See Maximum `����P.••�C E Ng�' 1ii Reactions. <C�: W 0_ Maximum Web Forces Per Ply(lbs) Truss must be installed as shown with top chord up. : t No 70773 Webs Tens.Comp. Webs Tens. Comp. The overall height of this truss excluding overhang is *: ;* A-AK 517 10 AC-K 0 -454 2-0-0. :,Q• * : A-AJ 0 -667 L- Z 0 524 % AJ-C 0-1279 Z-M 555 0 It is the responsibility of the Building Designer and • STATE OF C-AH 1077 0 M-Y 0 -709 Truss Fabricator to review this drawing prior to I. '. it/ cutting lumber to verify that all data,including ��.0% (O A : — AH-D 0-1287 Y-O 870 0 dimensions and loads,conform to the architectural ♦ s .,.. ti • • D-AG 1400 0 O-X 0 -1255 plans/specifications and fabricators truss layout. --°, -•A O----y F AF -584 P-V 1455 0-1480 WARNING!This truss is not symmetric,but its exterior #0-278 AF-G 4470-1208 V-R 1453 0 geometry makes erection error more probable. It is imperative that this truss be installed properly. 10/10/2018 G-AE 730 0 R-U 0 -1539 "WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to erforming these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,,,,CQ, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci µ ng of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suit bility and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more infomtation see this lob's general notes page and these web sites: ALPINE:www.alpineilw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367 Ply: 1 SEQN:588321 /T16 SY42 Gust:R215 JRef: 1Wf12150002 CLINE Qty: 2 FROM:CDM DrwNo: 282.18.1127.57530 Truss Label: FO68 Page 2 of 2 SSB / FV 10/09/2018 I-AC 402 0 ``,,N,rLrrrTti�i `�. t,i{70• M, .. Nu 70773 %-33.' STATE OF\ ;- iii"/ON , -1 #0-278 10/10/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byy,TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the JoinlfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anw y failure to build the µr, CO,,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAseal on this drawing or cover page., 6750 Forum Drive listing this drawing indicates acceptance of proresstonaf engineering responsibilt solely for the design shown. The suitability Suite and use of this &awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367 Ply: 1 SEQN:588313 /T1 SY42 Cust:R215 JRef: 1Wf12150002 CLINE pry: 1 FROM:CDM DrwNo: 282.18.1128.03280 Truss Label: F07 SSB / FV 10/09/2018 1'688,0"8 1 14' 18.9"4 I 1'6"8I 6'6" 5'11"8 4'9"4 I----I �2„� �1„-I 111„ 1 1 1 1 3„ I 2'6" 2'6"12 - -I-1'3„10 1'2"14 I- T - --2'2°13—{ I-- —I F-1'10.10-I =3X10 1117X6 IlI2X4 5X5 =4X4 =W=3X4 1112X4 =5X5 5X5= =6X6 =1X4 A B C D E F G H I J K L M T j T7 ie N •\/\/ i\A/ / \ \ ` Y X W V U T S R Q P ZMO =7X10 =5X5 1113X4 =5X6 1115X5 1115X6 =8X14 W=H0310 44, I- 18'3" j6.1 I 18'9"4 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.148 F 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.430 F 501 360 Y 2269 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.024 B - - Z 3704 /- /- /- /- /- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL):0.071 0 - - Y Brg Width=- Min Req=- Mean Height NA ft Z Brg Width=5.5 Min Req1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 = TCDL:NA psf Bearing Z is rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.973 g a 9 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.577 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.925 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-B 0-1407 G-H 0 -508 Wind Duration:NA WAVE,HS VIEW Ver.17.02.00.1013.16 B-C 0-1407 H-I 0 -440 Lumber C-D 0-3551 I-J 0 -440u D-E 0-4775 J-K 0 -3639 Top chord 4x2 SP 2400f-2.0E:T2 4x2 SP#2: E-F 0-5185 K-L 0 -2091 Bot chord 4x2 SP 2400f-2.0E F-G 0-5085 Webs 4x2 SP#3:W3 4x2 SP#2: Special Loads Maximum Bot Chord Forces Per Ply(lbs) —(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Chords Tens.Comp. Chords Tens. Comp. TC:From 238 plf at 0.00 to 238 plf at 18.65 X-W 2697 0 S-R 4892 0 BC:From 10 plf at 0.00 to 10 plf at 18.77 W-V 4379 0 R-Q 3723 0 TC:1334 lb Conc.Load at 18.65 V-U 4379 0 Q-P 2946 0 Plating Notes U-T 5177 0 P-O 1225 0 All plates are 3X4 except as noted. T-S 5258 0 Additional Notes Maximum Web Forces Per Ply(lbs) +2x6 continuous strongback.See detail Webs Tens.Comp. Webs Tens. Comp. STRBRIBR1014 for bracing and bridging A-Y 0-2246 R-J 1243 0 recommendations. ``00,to1flf,lrf/�� A-X 2487 0 J-Q 0 -1285 Truss must be installed as shown with top chord up. `sO 1.00 M. 1�� X-C 0-2182 Q-K 1481 0 The overall height of this truss excluding overhang is :• L/ �j C-W 1539 0 K-P 0 -1920 Q`.•' CEN ti 2-0-0. ��4�; `,� s�'. 4 'ice W-D 0-1493 P-L 1943 0 �: ••� i= D-U 715 0 L-O 0 -2431 It is the responsibility of the Building Designer and No 70773 . U-E 0 -700 M-O 0 386 Truss Fabricator to review this drawing prior to Z *: •yt cutting lumber to verify that all data,including * S-H 393 0 O-M 0 -1351 dimensions and loads,conform to the architectural -7.-g. - I-1-R 0 -941 plans/specifications and fabricators truss layout. �'�'. STATE OF�•4f. WARNING!This truss is not symmetric,but its exterior '.7.0% • geometry makes erection error more probable. % •..0 FI I�. !• t> It is imperative that this truss be installed properly. •i,S'S+•.....Jr ' 1/so;ON.:111 #0-278 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Join-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingq Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANYtruss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drivelisting this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suiMbility and use ofthis Cewing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:wwH.tpinst.org;SPCA: www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367 J Ply: 1 SEQN:587006 /T7 SY42 Gust:R215 JRef: 1Wf12150002 CLINE Qty: 13 FROM:CDM DrwNo: 282.18.1129.57920 Truss Label: F08 SSB / FV 10/09/2018 8'9"14 H E- I 9'10"14 19'1"4 8'9"14 1'1"' 92"6 H 1'11"6 H I' '{ Fl H-3„12 7112 26„ 1---1'3"12 , 1'11"6—1 (TYP) 1114X5 =W=3X4 1X4 =5X6 =4X4 =3X5 =3X4 =3X5 =4X6 =5X10(1)(++) A B C D E F G H I J K L NM T 3.9 T2 s 2 V X / - / 1 /rt 10 14 -' 1 Y W V U T S R Q P 0 =5X6 =4X10 =3X5 3X6 =3X5 =3X5 =4X8 =6X6 W=H0310 r 19'1"4 i Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 60.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.415 G 535 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.552 G 402 360 Y 1501 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.060 0 - - N 1532 /- /- /- /- /- EXP:NAKzt NA Des Ld: 80.00 Mean Height NA ft HORZ(TL):0.080 0 - - Y Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor.2.0 N Brg Width=5.5 Min Req=5.5 Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.941 Bearings Y&N are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.607 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.796 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 -768 G-H 0 -5611 Wind Duration:NA WAVE,HS VIEW Ver.17.02.00.1013.16 B-C 0-3280 H-I 0 -4938 Lumber C-D 0-3280 I-J 0 -4938 D-E 0-4820 J-K 0 -3476 Top chord 4x2 SP 2400f-2.0E:T2 4x2 SP#2: E-F 0-5609 K-L 0 -3476 Bot chord 4x2 SP 2400f-2.0E F-G 0-5618 L-M 0 -1036 Webs 4x2 SP#3:W23 4x2 SP#2: :Rt Bearing Leg 4x2 SP#3: Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. X-W 2156 0 T-S 5618 0 (++)-This plate works for both joints covered. W-V 4245 0 S-R 5444 0 (I)-plates so marked were sized using 0% V-U 4245 0 R-Q 4400 0 Fabrication Tolerance,0 degrees Rotational U-T 5372 0 Q-P 2440 0 Tolerance,and/or zero Positioning Tolerance. Maximum Web Forces Per Ply(lbs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging A-Y 0-1399 H-R 0 -703 recommendations. A-X 1538 0 R-J 749 0 Truss must be installed as shown with top chord up. `s r r r r rl f�� X-B 0-1930 J-Q 0 -1257 The overall height of this truss excluding overhang is ``��14�N00 til y��ij B-W 1528 0 Q-L 1408 0 / W-D 0-1311 L-P 0 -1952 1-4-0. �. P.•'%C E Ng•2.,.147-0, 4 • \-' ( . �,. D-U 800 0 P-M 1672 0 �'� �= U-E 0 -769 N-M 0 -387 • No 70773 E-T 747 -230 M-N 1 -1028 *•• 1.* t S-H 687 -292 M-N 0 -513 O.•• STATE CFI 4.,14, 'yc'S.< 0Al� P #0-278`,S.O�•,+ 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,07 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to A ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u,mvmrsrm truss in conformance with ANSI,iPI 1, or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of pro essionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is tie responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Job Number: 18-2367 Ply: 2 SEQN:587017 /T5 SY42 Gust:R215 JRef: 1 Wf12150002 CLINE Qty: 1 FROM:CDM DrwNo: 282.18.1130.04563 Truss Label: F09 SSB / FV 10/09/2018 I 5 5 2 Complete Trusses Required I- 8714I 9'10"114 19I 'x'4 8714 1'1" 976 I'-'1'11"6---1-{ I- 3 7 I I I —3„1 -3„1 —26„ I --i---„1 + 111"6 H (TYP) Ill4X5 =W=3X4 =1X4 =4X6 =3X5 3X4 =3X4 =3X5 =4X6 =5X12(++) A B C D E F G H I J K L NM T ra ii . T _ \_/ ` N / \ V\./ N / \./ '_ i 1 f W23 t Y X W V U T S R Q P 0 =5X5 —4X8 =W=H03 5 =3X5 =3X4 =3X4 4X8= =5X5 1 19'1„4 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 60.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.202 G 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.501 G 443 360 Y 2794 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.030 0 - - N 2858 /- /- /- /- /- EXP:NA Kzt:NA Des Ld: 80.00 HORZ(TL):0.074 0 - - Y Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.2.0 N Brg Width=5.5 Min Req=5.5 TCDL:NA psf Bearings Y&N are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.502 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.600 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0” C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.744 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-B 0 -713 G-H 0 -522, Wind Duration:NA WAVE,HS VIEW Ver.17.02.00.1013.16 B-C 0-3053 H-I 0 -459 Lumber C-D 0-3053 I-J 0 -459u D-E 0-4485 J-K 0 -3235 Top chord 4x2 SP 2400f-2.0E E-F 0-5222 K-L 0 -3235 Bot chord 4x2 SP 2400f-2.0E F-G 0-5231 L-M 0 -954 Webs 4x2 SP#3:W23 4x2 SP#2: :Rt Bearing Leg 4x2 SP#3: Maximum Bot Chord Forces Per Ply(lbs) Special Loads Chords Tens.Comp. Chords Tens. Comp. —(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) X-W 2010 0 T-S 5231 0 TC:From 288 plf at 0.13 to 288 plf at 19.10 W-V 3956 0 S-R 5071 0 BC:From 10 plf at 0.00 to 10 plf at 18.60 V-U 3956 0 R-Q 4103 0 Plating Notes U-T 5006 0 Q-P 2276 0 All plates are 2X4 except as noted. Maximum Web Forces Per Ply(lbs) (++)-This plate works for both joints covered. Webs Tens.Comp. Webs Tens. Comp. Additional Notes A-Y 0-1302 H-R 0 -661 See DWG CNSY42PL0118 for connection details of A-X 1427 0 R-J 686 0 2plytrusses. ,,`li1ti11It n4,/�� X-B 0-1804 J-Q 0 -1180 +2x6 continuous strongback.See detail a,.v.tlDO Al,, (, ,j,, B-W 1417 0 Q-L 1303 0 STRBRIBR1014 for bracing and bridging `�� Q`.•';CENg••.'�1r�°i W-D 0-1227 L-P 0 -1839 recommendations. 6 •� ••.'���j D-U 737 0 P-M 1563 0 Truss must be installed as shown with top chord up. No 70773 �: •• U-E 0 -724 N-M 0 -422 The overall height of this truss excluding overhang is = *•�� * ;* E-T 507 0 M-N 1 -931 1-4-0 S-H 437 -52 M-N 0 -465 It is the responsibility of the Building Designer and : STATE OFTruss Fabricator to review this drawing prior to 0 VOL:�• cutting lumber to verify that all data,including �i'r*•;c . ` dimensions and loads,conform to the architectural -, F ,< 0 Fi� >r�� plans/specifications and fabricators truss layout. ,��is`S,ON �'-•' I,,, #0-278 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each faceof truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE- drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ„t,, m, truss in conformance with ANSIiIPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page_, 6750 Forum Drive listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this lob's general notes page and these web sites:ALPINE:v w.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367 Ply: 1 SEQN:588315 /T10 SY42 Cust:R215 JRef: 1 Wf12150002 CLINE Qty: 34 FROM:CDM DrwNo: 282.18.1130.12647 Truss Label: F10 I SSB / FV 10/09/2018 5'9" 11'1"8 12'10"g 18'3" 24' I' 5,9„ I 5,4„8 I 1,9„ ! 5,4"8 I 5'9„ 074 1124 114 I--2,6„----/-1q11� t f1 (TYP) _ m 3X6 1X46 =4X5 1112X4 W=3X4 1112X4 1112X4 1112X4 =3X5 =4X5 =1X4 A B C D E F G H I J K T,L M N 0 AAM Z Y X W V U T S R MQ =1X4 =4X5 =3X8 =W=H0308 =3X8 E4X5 —1X4 4X10 4X10 2i}2 23,6"8 2112 I- 24' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.350 H 814 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.612 H 465 360 AA 1739 /- /- /- /- /- Category:NA BCDL: 5.00 Snow Duration:NA HORZ(LL): 0.048 B - - Q 1739 /- /- /- /- /- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL): 0.084 B - - AA Brg Width=4.0 Min Req=1.5 Mean Height:NA ft NCBCLL:10.00 Code/Misc Criteria Creep Factor.2.0 Q Brg Width=4.0 Min Req= 1.5 TCDL:NA psf Bearings AA&Q are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.551 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.467 Members not listed have forces less than 375# Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.453 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FTIRT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0-1865 H-I 0 -4246 Wind Duration:NA WAVE,HS VIEW Ver 17.02.00.1013.16 C-D 0-3084 I-J 0 -4241 Lumber — D-E 0-3084 J-K 0 -3848 E-F 0-3849 K-L 0 -3085 Top chord 4x2 SP#2:T2 4x2 SP 2400f-2.0E: F-G 0-3849 L-M 0 -3085 i Bot chord 4x2 SP 2400f-2.0E G-H 0-4241 M-N 0 -1864 Webs 4x2 SP#3 Plating Notes Maximum Bot Chord Forces Per Ply(lbs) All plates are 3X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. AA-Z 1183 0 V-U 4111 0 Loading Z-Y 2527 0 U-T 4111 0 This truss spaced @ 16.0”oc supports additional Y-X 3566 0 T-S 3565 0 concentrated loads.At left end:8.09'stud wall(13.75 X-W 4114 0 S-R 2526 0 PSF)supporting 24-0-0 roof spans W/1-6-0 W-V 4246 0 R-Q 1181 0 overhang.At right end:8.09'stud wall(13.75 PSF) supporting 24-0-0 roof spans with 1-6-0 overhang. Roof load:20.00 psf LL and 20.00 psf DL. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Additional Notes A-AA 0 -668 V-J 476 -166 +2x6 continuous STRBRIBR1014 forrbra bracing and bridback.See ging ng �•Ole,A400 At il • loll lig , AA-B 0-1437 J-T 0 380 recommendations. fid o♦ B-Z 949 0 T-K 393 0 �4 ,.•' CEN . I♦� Z-C 0 -921 K-S 0 -640 Truss must be installed as shown with top chord up. �� �• �,� 8�• ♦ C-Y 742 0 S-M 744 0 mak; •tA ♦ The overall height of this truss excluding overhang is No 70773 : Y-E 0 -642 M-R 0 -923 1-4-0. - *i1 It. E-X 394 0 R-N 950 0 * X-G 0 -381 N-Q 0 -1436 "p: ;¢� G-W 475 -168 O-Q 0 -669 :pT.er: STATE OF%.4/:: ♦''ss/ON u�. #0-278 . 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propel)/ attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,w nw COMPANY truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of oro7essionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 18-2367 Ply: 1 SEQN:588317 /T13 SY42 Gust:R215 JRef: 1Wf12150002 CLINE Qty: 3 FROM:CDM DrwNo: 282.18.1130.14880 Truss Label: F11 SSB / FV 10/09/2018 1'2"8 1'4"—{ (TYP) =3X6 =3X6 E1AX4 =W HX4 =1X4 T is . -- - - - - - - t - - - - - - v y 1 miAOV �� ����/ ������ --""----------- >"--V =1X4 AC =1X4 3X6 1111X4 III 1X4 III 1X4 III 1X4 1111X4 III 1X4 1111X4 1111X4 III 1X4 1111X4 III 1X4 III 1X4 1111X4 1111X4 III 1X4 III 1X4 1111X4:----3X6 E W=3X4 2112 23'9"4 1 1 24' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 S 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.001 S 999 360 AO*227 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 AO - - AO Brg Width=282 Min Req=- Des Ld: 55.00 EXP: Heig t:NA HORZ(TL):0.000 AO - - Bearing AO is a rigid surface. NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.2.0 Members not listed have forces less than 375# TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.233 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.013 Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.072 Loc.from endwall:NA FT/RT:20(0)/10(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. `,1%trtrrrrrrlt Provide for complete nage of Truss must be installedr als shownwithtop chord up. .:• ''Z' p.�4O til. .,i L b .�Q`�• 'CEN �ti�. The overall height of this truss excluding overhang is ?4�:% N'% SF '.9��� 1-4-0. No 70773 SI '-0. 'rx': Slr�O .' STATE OA }SLI, `1410ikl: A #0-278 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �,r,m,, ( truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:vww.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcinduslry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367 I Ply: 2 SEQN:588319 /T4 SY42 Gust:R215 JRef: 1Wf12150002 CLINE I Qty: 2 FROM:CDM DrwNo: 282.18.1130.30230 Truss Label: F12 SSB / FV 10/09/2018 5 5 2 Complete Trusses Required 59" 11'1"812'10"$ 18'3" , 24' 59" I 54"8 I 1'9" 1 54"8 5'9" 0'I4 1114 1;4 2,6„—„I q t11 n (TYP) 3X6 --',..3X6 =1X4 =3X5 1112X4 =W=3X4 1112X4 1112X4 11122(4 =3X5 =1X4 A B C D E F G H 1 J K L M N 0 T 3a T2 AArl Z Y X W V U T S R PI =1X4 =3X6 =W=H0308 =3X6 =_1X4 3X8 =3X8 2a2 23'6"8 2112 1- 24' I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L!# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.262 H 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.459 H 620 360 AA 2609 /- /- /- /- /- Category:NA BCDL: 5.00 Snow Duration:NA HORZ(LL): 0.036 B - - Q 2609 /- /- I- I- /- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL): 0.063 B - - AA Brg Width=4.0 Min Req= 1.5 Mean Height NA ft Q BrgWidth=4.0 Min Req NCBCLL:10.00 TCDL:NApsf Code/Misc Criteria Creep Factor.2.0 = 1.5 Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.345 Bearings AA&Q are a rigid surface. BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.350 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.339 Loc.from endwall:NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0-1398 H-I 0 -3185 Wind Duration:NA WAVE,HS VIEW Ver:17.02.00.1013.16 C-D 0-2313 I-J 0 -3180 Lumber D-E 0-2313 J-K 0 -2886 E-F 0-2886 K-L 0 -2314 Top chord 4x2 SP#2:T2 4x2 SP 2400f-2.OE: F-G 0-2886 L-M 0 -2314 Bot chord 4x2 SP 2400f-2.OE G-H 0-3181 M-N 0 -1398 Webs 4x2 SP#3 Plating Notes Maximum Bot Chord Forces Per Ply(lbs) All plates are 3X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Loading AA-Z 887 0 V-U 3084 0 Z-Y 1895 0 U-T 3084 0 This truss spaced @ 24.0”oc supports additional Y-X 2674 0 T-S 2674 0 concentrated loads.At left end:8.09'stud wall(13.75 X-W 3085 0 S-R 1895 0 PSF)supporting 24-0-0 roof spans W/1-6-0 W-V 3185 0 R-Q 886 0 overhang.At right end:8.09'stud wall(13.75 PSF) supporting 24-0-0 roof spans with 1-6-0 overhang. Roof load:20.00 psf LL and 20.00 psf DL. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Additional Notes See DWG CNSY42PL0118 for connection details of �%tUlrfrryr A-AA 0 -501 K-S 0 -480 2 ply trusses. tttt QO id, AA-B 0-1078 S-M 558 0 �� p•N M o, B-Z 711 0 M-R 0 -692 +2x6 continuous strongback.See detail �%Q•�••C*E N v41/'°ice Z-C 0 -691 R-N 713 0 STRBRIBR1014 for bracing and bridging �*• <<,..'N,\ sF'• q e� � 4 -.LP-1, C-Y 556 0 N-Q 0 -1077 recommendations. No 70773 : Y-E 0 -481 O-Q 0 -502 Truss must be installed as shown with top chord up. 7* The overall height of this truss excluding overhang is 7 1-4-0. --0: •tr: It is the responsibility of the Building Designer and :T3).• STATE O F F)•4f: Truss Fabricator to review this drawing prior to :�.r'••n - cutting lumber to verify that all data,including �'� F * 0 Ft 1 s/"‘r�'' dimensions and loads,conform to the architectural 0,, `SS • '•'J � plans/specifications and fabricators truss layout. °,s��0Nil 1 #0-278 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by.TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or 810, as applicable. Applplates to each face oftrussand position as shown above and on the Jointt Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AWN/ ppy truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of pro essrona engineering responsibility solely for the design shown. The su' bilrty and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.orq;SBCA:wwmv.sbcindustry.com;ICC:www.iccsafe.orq Orlando FL,32821 Job Number: 18-2367 Ply: 2 SEQN:587029 /T12 FLAT Cust:R215 JRef: 1Wf12150002 CLINE Qty: 1 FROM:CDM DrwNo: 282.18.1130.41547 Truss Label: FT3 SSB / FV 10/09/2018 I 5 5 2 Complete Trusses Required 272 I 4'2"8 { 6'1"141 8'1"4 I 10'0"101 12'„ I 13'11"6I 15'10"12 17'10"2I 19'9"81 21'8"141 24F " 2'3"2 1'11'6 1'11"6 1'11 6 1'11"6 1'11 6 1'11"6 1'11"6 I 1'11"6 1'11"6 1'11"6 2'3 2 =4X5 3X5 5X5 1112X4 =4X4 =4X5 A B C D E F G H I J K L M Z V�,-'.- -�� � V U T S R M/11, ,,, ,,./1,...------/'---N 1112X4 Y X W =4X5 =3X5 =3X8 =7X6 =4X5 Q P O 1112X4 2I}2 62„ 117$ 62" 2'12 �' 2111101 1'11"6 I 1'11"6_I 1'11'6 1 1'11"6 I 1'11"6 I 1'11"6{ 1'11"6 1 1'11"6 I 1'11"6 I' 1'11"6 i 2'1"10 , 2'1 10 41" 6'0 6 7'11'12 9'11"2 11'10 8 13'9 14 15'9"4 17'8"10 19'8" 21'7"6 23'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 100.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.035 G 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.075 G 999 360 Z' 519 !- I- /- /- !- Category:NA BC DL: 5.00 Snow Duration:NA HORZ(LL):-0.004 I - - W 1138 /- /0 /- /- /- Des Ld: 120.00 EXP:NAKzt:NA HORZ(TL):0.008 I - - AA 1138 /- /0 /- /- /- NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.2.0 TCDL:NA psf Q* 519 /- /- /- /- 1- X /-143 Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.682 P /-144 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.411 Z Brg Width=72.0 Min Req=- Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.608 W Brg Width=4.0 Min Req= 1.5 Loc.from endwall:NA FT/RT:20(0)/10(0) AA Brg Width=4.0 Min Req= 1.5 I:NA GCpi:NA Plate Type(s): Q Brg Width=72.0 Min Req=- Wind Duration:NA WAVE VIEW Ver.17.02.00.1013.16 Bearings Z,W,AA,&Q area rigid surface. Lumber Additional Notes Members not listed have forces less than 375# Top chord 2x4 SP#2 Truss must be installed as shown with top chord up. Maximum Top Chord Forces Per Ply(lbs) Bot chord 2x6 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W1,W25 2x6 SP#2: The overall height of this truss excluding overhang is 1-4-0. B-C 461 0 G-H 0 -1471 Nailnote C-D 1442 0 H-I 0 -1075 E-F 0-1070 J-K 1443 0 Nail Schedule:0.128"x3",min.nails F-G 0-1471 K-L 461 0 Top Chord:1 Row @ 7.00"o.c. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Maximum Bot Chord Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Chords Tens.Comp. Chords Tens. Comp. in each row to avoid splitting. X-W 0 -531 T-S 1197 0 Special Loads W-V 0-2258 R-Q 0 -2259 -(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) U-T 1192 0 Q-P 0 532 TC:From 345 plf at 0.00 to 345 plf at 7.50 TC:From 268 plf at 7.50 to 268 plf at 16.25 Maximum Web Forces Per Ply(lbs) TC:From 345 plf at 16.25 to 345 plf at 23.75 'stis�f II�r1ir/ Webs Tens.Comp. Webs Tens. Comp. BC:From 7 plf at 0.00 to 7 plf at 7.50 " /4� BC:From 3 plf at 7.50 to 3 plf at 16.25 +••�`y��QO m.'y9/% B-X 0 -444 H-S 0 -418 BC:From 7 plf at 16.25 to 7 plf at 23.75 �• R.�.•'• C N •����",°�• C-W 0-1053 S-I 1005 0 BC: 108 lb Conc.Load at 7.50,8.83,10.17,11.50 �•L, . ..- s�*'%tP'1,, W-D 0-1077 I-R 0 -790 12.25,13.58,14.92,16.25 No 70773 • • D-V 1276 0 R-J 1276 0 *: 1*: V-E 0 -788 J-Q 0 -1077 Plating Notes * E E-U 999 0 Q-K 0 -1053 All plates are 3X4 except as noted. 7,-p; :a.: U-F 0 -418 P-L 0 -444 It is the responsibility of the Building Designer and S%3'. STATE O Fii.4/ Truss Fabricator to review this drawing prior to �O .,, cutting lumber to verify that all data,including %0,;.'4 C A 1 ! . dimensions and loads,conform to the architectural 'j .�� • plans/specifications and fabricators truss layout. �1t�S.O(vj111; #0-278 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BCSI sections 63,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,anW„TM, y failure to build the Y truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of prooesstonat engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.cam;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 STR❑NGBACK BRIDGING r<EC❑MMENDATI❑NS ►All scab-on blocks shall be a minimum 2x4 BUTT NBRIDGING ROTOGETHER 'stress graded lumber.' '4NGBACK 11iiiii� ►All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' irr`' �0 ►The purpose of' strongback bridging is to "p' ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting In an overall increase in the SCAB NOTE. IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown in FOR AT LEAST ONE TRUSS SPACING g g g' STRONGBACK BRIDGING SPLICE DETAIL details, Is recommended at 10' -0' o.c. (max,) NOTE Details 1 and 2 are the preferred attachment methods I.-The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably. 'Bracing' is an WEB W/ (3) 1Od COMMON O important structural requirement of any floor (0.148'x3') NAILS OR (4) 10d BOX/GUN or roof system. Refer to the Truss Design O 1 4.•28'x3.0') NAILS Drawing (TDD) for the bracing requirements for ���� r• each Individual truss component. 'Bridging,' �� II particularly "strongback bridging' Is a / 2edr ° lii° recommendation for a truss system to help `�/,• OP1 �'� control vibration. In addition to aidingin the ���' �/�/ ��� distribution of point loads between adjacent `/ �� truss, strongback bridging serves to reduce ° STRONGBACK BRIDGING 'bounce' or residual vibration resulting from 44101/ SPACING REQUIREMENTS Moving point loads, such as footsteps. up to 10'None required 10'to 20'I row(at center of span) The performance of all floor systems are (2) l0d COMMON (0148'x3.0') OR 20'to 30'2 rows(1 at each I/3 points) enhanced by the installation of strongback BOX/GUN (0.128'x3,0') NAILS AT 2x6 (MINIMUM) STRONGBACK, 30'to 40'3 rows(1 at each 114 points) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END, Over 40' space rows at 10'oc points) bridging and therefore Is strongly recommended SCAB—ON BLOCK. ATTACH by Alpine. STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS For additional information regarding strongback OR (4)l0d BOX/GUN (0.128'x3.0') O 4 9 9 9 NAILS, bridging, refer to BCSI (Building Component �' ` /•Loo il Safety Information). ••or 0 0 gas.,..i. .40/1•1•1001110110. gob,...„,. %le goi �t�1��11111,1'S, 0 � / /A4 / �. ATTACH �. .• so r N••• , ,4%. TO BUTT .. .,••^' Vy�I i Sr •'•• k (2) N10 s 7E\,.A" `• '. STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES No 70773 oVARNDYie READ AND FOL OV AU_NOTES IN THIS IIRAVING1 .Z.--*-- • =* TC LL PSF REF STRONGBACK reDPO2TNHTom FUWOSH THIS BRAVING TO ALL COfiRACTtR INCLUDING TFC INSTALLERS.: . * e Trusses Tse trope c h fnbroathP handong,shipping,Installing and bracing. Refer•Ro 7f ' TC DL PSF DATE 10/01/14 follow tin.Iateste edition of BCSI(Buildln Con onent Safet Information,by TPI and SBCA)for :¢• practices p,4or to perfornlnp three functions. Installers shall provide temporary bracing per S�{A• . • Unl ted other Ise,tap dord shoo hay.properly attached structnenl ateralg a d bottw tLbra STATE OF G.J r BC DL PSF DRWG shalt have a properly attached rigid c.Ung. Locations shown far permanent t pply l restraint°r.e6f} STRBRIBR1014 i shall hove bracing Installed per BCSI s tins B3,B7 BID,as applicable. Apply plates to each . • of truss pend position os shorn above and an the Joint Details,unless noted otherwise. �,s•.•• / n _ __�'�J •• N Refer to drawings 166A-Z for standard plate positions. 'j �` e O 77��V-'•� LL PSF Alpha,a Nvl:Ian of ITV Dalidag Canponents Group Inc.shag t w ponsive far any decWtlonB (r •(� •ere. .�`'� TOT. LD. PSF AN IT1M COMPANY tins drawing,any failure to build the ppte.russ In conformance with ANSI/TPI I,or for handlarg,shlppin / U 13723 Riverport Drive Installationbracing this��edelyvir pat a drsiyn ing shorn TFne s.Atabll�lty a and pus.of tl of l /+,,��0� 111 kq y tFr DUR. FAC. 1.00 surto 200 For Ory strr eP7I he r.sponribalty of ltdYng Designer per NLSIRPI I Seca For more Information see tins Job's general notes page and these web sites. Maryland Heights MO 63043 SPACING ALPINE.ww..alpineitr.coni Tel ese.tphst.org,SBCA.wwoobchdustry.orgi ICC.ww.ccsafeorg +iq 2714 System 42 'ply to Ply Connection Detail Using GRK (RSS) JTS 1/4x6-3/4 or Simpson SDS25600 or SDW22634 Strong Drive Screws or Equal. Max. ConcentratedI Load per Chart Below Max, Uniform Load per Chart Below 1a2x ^� Top Chord Refer to Alpine sealed drawing Screw Location i i Ilr 11! Ilr '; Ilr MIIMMISMIME•RIMEMAMMEM for individual truss design. 12'Nn. 0 0 o e o 0 dditional Veb Load Applied to This Ply 111616ON ea�-Screw Location 3 1/2' i 3 1/2' - Apply screws to top chord within 12' of the concentrated load location @ 4' o.c., min, Truss Member (Chord Shown) evenly distributing them to each side of' the concentrated load. A maximum of 6 screws may be applied to the top chord for each M\\\\\�\\ 111111 3/4' concentrated load. 1 1/2' ��1\\\\\\\\\\\\\ \ �\\\\\\\ '6 For double top chords, evenly distribute the `lam For single top chord, see chart below for screw screws over both top chords, using same spacing. For double top chord the screw spacing spacing guidelines specified above. The max may be doubled (but may not exceed 24' o.c. per number of top chord screws Is 6 per chord Screw Position in the Truss chord). Screw s acin shall be offset by1/2 the member for a total maximum of 12 screws. JTS or Strong—Drive Screw o.c, spacing in each chord. If the concentrated load connection requires more screws than 6 per top chord member and the load Screws need only apply to the extents of that load, Is located at a panel point where webs Intersect the top chord, the remainder of' required screws For chord sections supporting less than 100 plf apply may be applied to those webs below the one screw at each top chord joint location. concentrated load location evenly spaced @ 4' o.c., min, keeping the 3' min end distances. Each additional screw Is worth 474 lb for SP webs, 442 lb for DFL webs, and 400 lb for SPF webs. # of Maximum Concentrated General Notes, Screws Load alas) (1.00 DF) Top Chord Screw Maximum Uniform Load (plc) SP DFL SPF 1. Screws centered along the 1.5' dimension of the 4x2 member, o.c, Spacing (inch) Along Top Chord (1.00 DF) 2. Minimum end distance of 3'. SP DFL SPF 1 474 442 400 4 1422 1326 1200 2 984 884 800 3. Screws installed with head in loaded member. 6 948 884 800 3 1422 1326 1200 4, Gap between plies not to exceed 1/8'. 8 711 663 600 4 1896 1768 1600 5. Screw location may be adjusted up to 1' to avoid conflict 10 568 530 480 5 2370 2210 2000 with other hardware or to avoid lumber defects. 12 474 442 400 6 2844 2652 2400 6. Do not Install screws In areas where lumber wane exceeds 1/4'. 14 406 378 342 7 3318 3094 2800 7, Equal loads from both faces or loads that 11�1�l1f ��iI 16 355 331 300 8 3792 3536 3200 distributed to each ply do not requir �Q?h jIWW- , tri detail. ^� V ♦ 18 316 294 266 9 4266 3978 3600 8. For 3x2 members use GRK (RSS) JTS 1/44k,6�r�w�fEI'� Mrs4t. ' ' l I 20 284 265 240 10 4740 4420 4000 SDS25412 or SDW22500 screws or eque(i;% \. .�� ♦= 22 258 241 218 11 5214 4862 4400 9. Contact Alpine for special connection not co#4Oec7077311s : 24 237 221 200 12 5688 5304 4800 detail. • • * ; .. _ * wwVARNDR(Hww READ AND FOLLOW ALL NOTES IN THIS DRAVIFIGI .. TC LL PSF REF SY42 Connection -sDPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • •✓� Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer-Webber IA . STATE O F • r follow the latest edition of BCSI(Bolding Component Safety Information,by TPI and SOCA)for tO TC DL PSF DATE 01/19/2018 ernctices prior to pvrfornhg these functions. Installers shall provide temporary brad per BC . f( • less Hated otherwise,tap chord shoo Fave properly attached struc<val sheathing a ba<tom �` •,. \ .�, DL PSF DRWG CNSY42PL0118 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of (� ..-- shall have bracig installed per HCSI sections H3,B7 or HIO,as applkahle. Apply plates to each face/. n •'..... y S� Q of truss and position as shown above and on the Joint Details,unless noted otherwise. ti, l / -+'r'- BC LL PSF i� N L� Refer to drawings 160A-Z for standard plate positions. �� �jV Alpine, division of ITV Building Components Group Inc.shall not be responsible for any deviation from ,lig+i"'Ilit TOT. LD. PSF AN RW COMPANY this drawing any failure-to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, Installation I.bracing of trusses. A seal on this drawing or cover forpage ll g this drawingshown The,Indicates acceptance of professl nal 13723 Rivr---'^-'"e efor any�str� the resy ponsibility ofe tide Audi g Designer persuitabilityANSI/TPI 1 Sec2and use of 2.. �avonn 10/10/2(11 8 DUR. FAC. 1.00 Suite 200 i��-Z7i; Maryland l 063043 For more Information see this Job's general notes page and these web sites. SPACING ALPINE.www.alpheltw.comi TPI www.tphst.orgi SBCA.wwwsbchdustry.orgi ICC.wwwJccsa. SY32/ SY42 DLY T- PLY LSC C❑\\ ECTI -\ DETAIL FOR DOWNWARD LOADS ONLY Uniform Load Application Concentrated Load Application Installation Instructions: Load applied 1, Position and attach LSC to this ply Load applied to loaded ply with (3) 0.131"x1.5" Max, Load (lbs) to this ply nails into narrow face, 40._ (See Table) �!�,�'�: 2. Bend clip over adjacent ply 11 and attach with (3) 0.131"x1,5" //4 '/'�11/0fr nails into wide face, 10.1 I 1IIiI � it , ...,., , ,... ,.......,_.,,T, l� .� �. ,.. , h , 1 ' `, / LSC42 for single 4x2 chords \, i; g I.lI ' LSC32 for single 3x2 chords Max. T.C. Uniform Ilk Load (plf) Clip Spacing Max Load Aemlftomftlong (lbs) ���� ���� Top Chord -i .i 1 SP DF SPF/HF SP DF SPF/HF LSC42-2 for stacked 4x2 chords 935 810 585 12' o.c LSC32-2 for stacked 3x2 chords 625 540 390 18' o,C 1870 1620 1170 470 405 295 24' o.c, 375 325 235 30' o.c. Note: Install LSC adjacent, equidistioll3111lf1r14 and not more than 6" on e41,X400 A4. /••• side of concentrated loo " • ' �! �1i Maximum LSC spacing is 30" o,c, :.�Qw..•rk E Ns'k. ti /� Refer to Alpine sealed drawing fpr ihIsliv 7c117G713 trlosstdesign. !# eaVARFIDACb"READ AND FILM/ALL PITIES CM THIS DRAVNJ[i :# REF• SY42 Connection oLL IIPOtTANTww FIRIlISN THIS BRAVING To ACINTRACTERS INCLUDING TIE INSTALLERS. ". l`' Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer is Se •a• follow the latest edition of BCSI rBuildi g Component Safety Infornotlon,by TPI and SBCA>for DATE 1001 X14 practices prior to performing these functions. Ins-toilers shall provide temporary bracing per il j'I STATE F �!. /� Unless ad otherwise,top chord shoo have properly attached structural sheathing and battam.chyry .• . DRWG LSCSYX2A1014 shall have properly attached rigid toting, Locotlons shorn for pernonent loterol estrob.t of4. e• i shall hour bradg Installed per H SI sr tions H3,H7 or 910,as oppllcoble. Apply pint., to.00h 1 , of truss nd Itlon o hown above and on the Joint Details,unless noted otherwise. /4,0.•.1 O f it ,�4 s_�, A f,I��N I Ref..to drorngs 1 00A-Z for sinndord plot.positions. •7' /' AN R'1M COMPANY -this Alpine, division of ITV&drsng Components Group Inc shall not be responsible for any deviation frog/�I. -.w Ig, y failure to build the truss h conformance with ANSI/TPI 1,or for handing,shipping, / O installation t any of trusses. �/� �` A seal on this drawng or cover page listing this drawing.Indicates acceptance of professional 1111111111 13723 Riverporl Drive forr n.ying strr+ot I, ti.r.o for they of ign Mr HnidYg The suitablity and Designer p..'Nin1/TPI 1 Seca Salle 200 For more information se this Job's general notes page and these web sites. Maryland Heights,M063043 DUR. FAC. ALL ALPINES wrw.olpineitr.coml TPIerwr.tpinst.orpl SHCA.r nsbcindustry,orgl ICO rrelccsafe.org N.278 ln/innnis OFFICE COPY Alpine, an ITW Company 6750 Forum Drive,Suite 305 Orlando,FL 32821 ALPINE Phone:(800)755-6001 www.alpineitw.com —Site Information: Customer. W.B.Howland Company,Inc. I Job Number 18-2367R JobDescription: CLINE Address: City,State,Zip: Atlantic Beach,FL Name, Address and License#of Structural EOR if one exists for the building: Name: License#: State: Address: City,State,Zip: Job Engineering Criteria: Design Code: FBC 2017 RES Design Version: 17.02.00.1013.16 JRef#: 1Wf12150001 Wind Standard: ASCE 7-10 Wind Speed(mph): 150 Roof Load(psf): 20.00-10.00-0.00- Floor Load(pst): None 10.00 This package contains a job notes page, 41 truss drawings and 7 details. Item Seal# Truss Item Seal# Truss 1 283.18.1051.47347 A01 2 283.18.1051.48693 A02 3 283.18.1051.50070 A03 4 283.18.1051.51533 B01 5 283.18.1051.55453 B02 6 283.18.1051.57757 B04 7 283.18.1052.59043 B05 8 283.18.1053.17417 B06 9 283.18.1053.20733 CO1 10 283.18.1053.30713 D01 11 283.18.1053.36910 D02 12 283.18.1053.40470 D03 13 283.18.1053.44537 D04 14 283.18.1054.00320 FT1 15 283.18.1054.02800 H01 16 283.18.1054.22433 H02 17 283.18.1054.30697 H03 18 283.18.1054.33670 H04 19 283.18.1054.36453 H05 20 283.18.1055.21440 H06 21 283.18.1055.37637 K01 22 283.18.1056.06527 K02 23 283.18.1056.09750 L01 24 283.18.1056.32027 L02 25 283.18.1056.40090 MO1 26 283.18.1056.42140 M03 27 283.18.1056.44710 M04 28 283.18.1056.48113 V01 29 283.18.1056.52853 V02 30 283.18.1056.54550 V03 31 283.18.1056.58380 VO4 32 283.18.1057.02950 V05 • 33 283.18.1057.04770 V06 34 283.18.1057.09013 V07 This doe t has been electronically 35 283.18.1057.12873 V08 .36 283.18.1115.311AR es Dgitai Signature. Printed copies without an original signature must be verified using the original electronic 1 version. `p,M fN . ,...\GENSf=••p/�� ti No.7b8'61 ti STATE OF 14 �r 0,% •..4ORtOeff �. SSIONA 10/10/2018 mom Florida Certificate of Product Approval#FL1999 Printed 10/10/2018 11:22:32 AM Alpine, an ITW Company 6750 Forum Drive,Suite 305 Orlando,FL 32821 ALPINE Phone:(800)755-6001 www.alpineitw.com —Site Information: Customer: W.B.Howland Company, Inc. Job Number.. 18-2367R JobDescription: CLINE Address: City,State,Zip: Atlantic Beach,FL Item Seal# Truss 'Item Seal# Truss 37 283.18.1057.27433 G03 38 283.18.1057.33640 G01 39 283.18.1057.47103 G02 40 283.18.1114.42190 FT2 41 283.18.1115.15457 B03 o � z E / U 0 O 0, (>5 N o U_ c o , h pO 0 z h O C 7 E "C E ID LO L c Uc §. i N w O N L c Z' Qt p O U U 0 a) Cw up - . 0c `_ E . > i +- .- cC oa, oCE ° ..- a E0 _ _ 0 0 0_ C 0 as 01 O �0 O O pQ. O N H h V, •U t1.1 W N ....--8--(51 U N N d O E O 0 d Q W N E E t ? .P—N C O Dj p This document has been electronically N 2 <4 C U G ti d rh signed using a Digital Signature. Printed •_ ❑ O r O o 'y O a N a, N C copies without an original signature must U (ll U p ti N U ODD be verified using the original electronic ` R Imo. O C vi p C N - 2 ; .n version. CIV in Cr) • a a a.-0 N L m O .-- m al o v "'"tttMrr'u►M v' c Y a z 4 U 0 0 '� �V �•"EN'••• �� i••,4 ti Q • �C 48 p x '4-4 't, t's ' .c) t a 'r;1 iVa.7ba6t s Ci. �t a>40 . 6 i * i * 11-6 $` y. of _ ; t a O STATE OF , .....t ig & t r Kvat----Ap..4A, - y • STUN"L L .mMs 10/10/2018 Florida Certificate of Product Approval#FL1999 Printed 10/10/2018 11:22:32 AM Job Number: 18-2367R 1 Ply: 1 SEQN:586257 /T18 COMN Cust:R215 JRef: 1Wt12150001 CLINE Qty: 10 FROM:CDM DrwNo: 283.18.1051.47347 Truss Label: A01 KD / WHK 10/10/2018 71710 4'10.9 10' 15'1"7 1Tt'S 20' 1 710 10 I 1'11'15' 51"7 5'1'7 1 7 I 71010 ! .4X4 D ii r2 •2X4 12 T3 •2X1 E70 C E w ‘15X5(SRS) ..il,: = u x ,I... L K J I H 14X10 52X4 +•3X4 -334 .3X4 12X4 14X10 .3X4(81) =3X4(81) 12 1308 — - - _ 12 21010 3'06 6'7 3'76 71010 I 71010 I us: I 174' ! 1706 ! 20 ! Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.030 I 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.061 I 999 180 A 932 /- /- /516 /448 /344 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.023 F - - M 932 /- /- /516 /448 /- EXP:C Kzt NA Des Ld: 40.00 Mean Height 26.93 ft HORZ(TL): 0.050 F - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 A Brg Width=6.2 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.452 M Brg Width=6.3 Min Req= 1.5 P Bearings A&M area rigid surface. Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.514 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.528 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 493-1060 D-E 669 -948 Lumber B-C 528 -983 E-F 528 -984 C-D 669 -947 F-G 493 -1061 Top chord 2x6 SP#2:T2,T3 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) :Lt Wedge 2x6 SP#2::Rt Wedge 2x6 SP#2: Chords Tens.Comp. Chords Tens. Comp. Loading A-L 717 -258 J-I 517 -114 L-K 714 -256 I-H 715 -256 Truss passed check for 20 psf additional bottom K-J 517 -114 H-G 718 -258 chord live load in areas with 42"-high x 24"-wide clearance. Maximum Web Forces Per Ply(lbs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C K-D 390 -317 D-I 395 -317 member design. Left and right cantilevers are exposed to wind y.�guinugkµ Additional Notes `~1/4" N. r The overall height of this truss excluding overhang is f. /1-'414.4,,,,-- 9-0-6. ��J%••••�E.,..,�Qj ''ss F 1 it* i i : , i • I.. s •T ; 0 lit. %,41\424 . -i • / 1/4' lik COA :tONp1 ,• 1 10/10/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by.TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or 810, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the RIM CgM truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracigyt,. ng of trussesA seal on this drawing or cover pa e,, 6750 Forum Drive listing this drawing indicates acceptance of pro essronaT engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:w-a tpinst.org;SBCA:wvwv.sbcindusby.com;ICC:www.iccsafe.org Job Number: 18-2367R Ply: 1 SEAN:586722 /T44 COMN,Gust:R215 JRef: 1Wf12150001 CLINE Qty: 2 FROM:CDM DrwNo: 283.18.1051.48693 Truss Label: A02 KD / WHK 10/10/2018 71r' 10• 1517 20' ! 71r 1010 i_ l'.11117:1951 517 ! 5.1.7 I 4.199 =4X4 E ii 12 ` 2Xd 10 7 D F S /5X51SRS) /3X4 C 3X4 /A,: iOJ NH: " (( L K J I - 3X413) 62x4 =3X4 =3X4 .=3X4 1113X61E5) 112 19.9'•4 k 710'10 I 3'8'6 I 6'8•' 08' I 710'10 6'8' 13'4" 2r Loading Criteria Ipso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL):-0.085 G 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.095 G 999 180 A 955 /- /- /527 /459 /344 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.069 G - - H 909 /- /- /497 /439 /- Des Ld: 40.00 EXP:C HeiKzght NA HORZ(TL):0.079 G - - Wind reactions based on MWFRS NCBCLL:10.00 Mean 26.93 ft TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 A Brg Width=6.2 Min Req= 1.5 H Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.526 P Bearings A&H area rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.590 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.623 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 539-1183 E-F 719 -104 Lumber B-C 510-1074 F-G 556 -1072 C-D 544-1013 G-H 573 -1175 Top chord 2x4 SP#2:T1 2x6 SP#2: D-E 686 -979 Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.730' Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x4 SP#3:BLOCK LENGTH= 3.195' Chords Tens.Comp. Chords Tens. Comp. Loading A-L 740 -270 J-I 542 -112 L-K 738 -268 I-H 818 -310 Truss passed check for 20 psf additional bottom K-J 542 -112 chord live load in areas with 42"-high x 24"-wide clearance. Maximum Web Forces Per Ply(lbs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C K-E 377 -318 E-I 501 -374 member design. Left cantilever is exposed to wind Mlfflhl 1kry04 Additional Notes `OA H. h'hy�f� `- h The overall height of this truss excluding overhang is 1\ r��•�•E�••'•.� /0�� 9-0-6. t �•`'v.6�G 3F ••• 1 . IT 08 l Q' s i* i 4 : ,ati S T = 0 ••Qe COA 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µn,-.,,,„, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive ' listing this drawing indicates acceptance of proTesslonal engineering responsibility solely for the design shown. The suit-ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:586268 /T3 GAEL Gust:R215 JRef: 1Wf12150001 CLINE Qty: 2 FROM:CDM DrwNo: 283.18.1051.50070 Truss Label: A03 KD / WHK 10/10/2018 x9'6 E2 7610 i 1e 17210 149'4 12 Y1x ! 7710 7210 ! 76'10 ! ~rP X4 ) 10 .;111111 r' sc1 7c -,+ ' I i IM' SC2 44. miu i3X4(C3) =3X4 "3X4(03)3) 1 r 199'4 I I 20 l (NNL) (NNL) I-4_..1 I-4-.I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or'=PLF TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL):-0.004 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.004 C 999 180 A* 88 1- /- /50 /44 /17 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.008 C - - Wind reactions based on MWFRS EXP:C Kzt NA Des Ld: 40.00 HORZ(TL): 0.009 C - - A Brg Width=234 Min Req=- NCBCLL:10.00 Mean Height 26.43 ft Code/Misc Criteria Creep Factor.2.0 Bearing A is a rigid surface. TCDL:5.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.104 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.074 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.319 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Stack Chord SC1 2x6 SP#2: :Stack Chord SC2 2x6 SP#2: Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels use purlins to brace TC 24"oc. Wind Wind loads based on MWFRS with additional C&C y*gotNn ieent,4'b' member design. `Ply' H. /� Left and right cantilevers are exposed to wind •••••. Additional Notes aN �ee�,GE 'ask...*.../A See DWGS A16030ENC101014&GBLLETIN0118 for v .e .. gable wind bracing and other requirements. •• p 08, 1 Stacked top chord must NOT be notched or cut in • area(NNL).Dropped top chord braced at 24"oc * i i intervals.Attach stacked top chord(SC)to dropped • a top chord in notchable area using 3x4 tie-plates 24" oc.Center plate on stacked/dropped chord A Z• S 'T = 0 i Q interface,plate length perpendicular to chord length. •• lb- Splice top chord in notchable area using 3x6. Q�y , —% ••• The overall height of this truss excluding overhang is es,••``e••..••••• G� 8-5-3. L„ COA t smilinineat 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fix safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE- Alpine, I drawings 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ,rv, ,,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro essiona. engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineilw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:588199 /T28 COMN Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1051.51533 Truss Label: 001 KD / WHK 10/10/2018 I 3014 ! 575 I 13.5.8 I 18811 I 23152 I 2511. I 30'14 517 537 53"3 511 3'0'14 -454 D Ij T2 3x4 • E 441 I.�I� M L K J I .4X4101) 1254 .3X4 .8X10 883X4 11204 -9XNC3)4Xq(C3) 1 257-12 2112 5014 511 532 532 511 3014 30'14 ! 575 I 135"9 I 158.11 I 2310"2 I 2511. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.045 L 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.097 L 999 180 A 1148 /- /- /662 /144 /348 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.018 I - - N 1168 /- /- /677 /145 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.039 I - - Wind reactions based on MWFRS Mean Height 28.37 ft A Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.322 N Brg Width=6.3 Min Req= 1.5 Bearings A&N are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.947 RepFactors Used:Yes Max Web CSI:0.922 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 A-B 357-1407 E-F 379 -1251 Lumber B-C 385-1273 F-G 360 -1347 C-D 408 -960 G-H 371 -1438 Top chord 2x6 SP#2:T2,T3 2x4 SP#2: D-E 407 -960 Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.852' Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing A-M 1657 -368 K-J 875 -102 (a)Continuous lateral restraint equally spaced on M-L 994 -237 J-I 939 -200 member. L-K 890 -155 I-H 940 -202 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(lbs) member design. Webs Tens.Comp. Webs Tens. Comp. Right cantilever is exposed to wind C-K 235 -412 K-E 230 -386 wltliNi �4, D-K 751 -357 Additional Notes �µM� kery� The overall height of this truss excluding overhang is �P 'i� `�y,11-10-15. 4 Atra 4. "471 ..iY a.708,1 . z ,Qt SAT ; O Is . � Q f \r,::1:1..s •....,1•...• COA 9/NAL 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN IIWC0MaN0 truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pane Forum Drive listing this drawing,indicates acceptance of prooessionar engineerin responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:588201 I T30 COMN Gust:R215 JRef: 1Wf12150001 CLINE Qty: 3 FROM:CDM DrwNo: 283.18.1051.55453 Truss Label: 802 KD / WHK 10/10/2018 3'0'14 575 135'9 100 11 27102 29'71' 30'14 I 517 ! 5'73 ! 573 ! 51'1 I 3714 ! •4X4 D 1.1 \3x4 �C4 72 T3 b o or. %woo • F 4.• Nx4;144b .4X4(,1) 02X4 4.3X4 n6/10 ,B2 02X4 2X4rC3) .3X4 .3X4(CC33) I 2510'5 1 3414 5'17 573 573 517 3714 3714 I 875 I 175'5 I 751 I 91 21172 I 2517 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.049 K 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.098 K 999 180 A 1247 /- /- /668 /145 /348 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 I - - H 1245 /- /- /666 /145 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL):0.038 I - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 28.37 ft Code/Misc Criteria Creep Factor.2.0 A Brg Width=5.5 Min Req= 1.5 TCDL:5.0 psf H Brg Width=5.5 Min Req1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.318 = Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std:2014 Max BC CSI: 0.469 Bearings A&H are a rigid surface. RepFactors Used:Yes Max Web CSI: 0.934 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 359-1526 E-F 389 -1425 Lumber B-C 389-1422 F-G 379 -1541 C-D 411 -1074 G-H 373 -1614 Top chord 2x6 SP#2:T2,T3 2x4 SP#2: D-E 411 -1074 Bot chord 2x4 SP 2400f-2.0E:B2 2x4 SP#2: Webs 2x4 SP#3 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.852' Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing A(a)Continuous lateral restraint equally spaced on M-M 1814 -369 K-J 1 -126 M-L 1084 -236 J-I 11123 23 -226 member. L-K 1002 -153 I-H 1125 -228 Loading Truss passed check for 20 psf additional bottom Maximum Web Forces Per Ply(lbs) chord live load in areas with 42"-high x 24"-wide Webs Tens.Comp. Webs Tens. Comp. clearance. C-K 235 -452 K-E 236 -457 Wind D-K 895 -362 pptr4ntiFN„, Wind loads based on MWFRS with additional C&C *� r member design. fid{' ` k A'y'f,, 44.,\)›r:.,, ,�V' •''GEPVS' �/ Additional Notes 4d ."�� �' 4• The overall height of this truss excluding overhang is �� 11-10-15. )i 0.708.1 - .3 a* ' t.,a'. SAT i a i• Q, % FS G� COA AONAL EN tM,.a`" Ir '+yMMnentw�* 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for(permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µn,4,COMPANY truss in conformance with ANSIiIPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge,, 6750 Forum Drive listing this drawing,indicates acceptance of oroessionat engineerin responsibility solely for the design shown. The suiTability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: wwwalpineitw.com;TPI. wnw.ipinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:588205 /T34 SPEC Gust:R215 JRef: 1Wf12150001 CLINE Qty: 8 FROM:CDM DrwNo: 283.18.1051.57757 Truss Label: B04 KD / WHK 10/10/2018 I s<n sem+ ,x,,,, tsa" i;rn rn I nrn I sn I zzn h'e .aa _ D +, 1I1 1Ail G 14.40111 12'. �=3)(4 .410� . S .]xe �]Xi I 1511.—- i I 3'an I 411,1I 51, I 2' I 3'In 8,1.1 T Sn" �J}y'��J. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: W.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.020 I 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.040 I 999 180 A 727 /- /- /451 /73 /349 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.008 E - - F 727 /- /- /536 /276 1- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL):0.012 D - - Wind reactions based on MWFRS Mean Height 28.37 ft A BrgWidth=5.5 Min NCBCLL:10.00 TCDL:5.0psf Code/Misc Criteria Creep Factor.2.0 Req= 1.5 F Brg Width=3.0 Min Req=3.0 Soffit 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.358 p Bearings A&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.579 RepFactors Used:Yes Max Web CSI: 0.703 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 178 -854 B-C 154 -673 Lumber Top chord 2x4 SP#2 Ti: 2x6 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-J 975 -527 I-H 430 -304 :Rt Bearing Leg 2x4 SP#3: J-I 591 -498 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member. Webs Tens.Comp. Webs Tens. Comp. Loading C-H 383 -499 E-F 370 -574 H-E 597 -345 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 N* '114,-- member y member design. P /Cif 4./� Right end vertical not exposed to wind pressure. �,`��,�."GE�,S• t/�`•.r Additional Notes 1 e The overall height of this truss excluding overhang is B • Q.7080 * 11-10-15. i •• r ,-0 SAT O . Q • COA$ 0NA$ i.EN r+� `w�' 110/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing,and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,07 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIlTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of prooessronaT engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:586718 /T21 COMN Gust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1052.59043 Truss Label: B05 KD / WHK 10/10/2018 �- ado 6 1÷74; �s i+'sn er I •'S'1 t'0-sspp1",39�5p 1339 15'59 1112" tt 3t't t' a8 I s r zeta IA 4N I z 1 z I 2.. s I z19 1 zlayo 1 U .N N N \SXy-I R6 I 0/1 T 0 D I • \5)LryI3R31 sw T /I,! _alL7w .v Z Y X /D .. 3 • 3) AC AB M -5X5 .3X* -7421;3)MM()S) 913 1659 1. �6 10,2 B'e" 2;7 +.s'' SC lar. I m3" I z.vr 1 x,1.. I N(NNL) -- 1 - .I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.033 I 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.067 I 999 180 A* 185 /- /- /112 /29 /46 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 J - - AD 912 /- I- /577 /61 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.058 J - - Wind reactions based on MWFRS Mean Height 27.98 ft A Brg Width=91.0 Min NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 Req=- Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.308 AD Brg Width=6.3 Min Req= 1.5 BCDL:5.0 psf Bearings A&AD are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.447 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.307 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)110(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 E-G 494 -918 Q-R 328 -681 Lumber G-J 429 -819 R-S 310 -673 J-L 414 -796 S-T 303 -912 Top chord 2x4 SP#2:T7 2x6 SP#2: L-M 335 -678 T-U 200 -936 Bot chord 2x4 SP#2 M-O 376 -745 U-V 168 -1013 Webs 2x4 SP#3 0-Q 382 -735 V-W 200 -1121 :Stack Chord T1 2x4 SP#2: :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.729' Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. E-Z 1426 -105 Y-X 693 -55 ("")3 plate(s)require special positioning.Refer to Z-Y 509 0 X-W 693 -56 scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. vµllthwtnise.404/h' Left and right cantilevers are exposed to wind `p tJ% H. /f 04. Additional Notes `�e.•>C E**•s•••.1 `/e ...,N. The overall height of this truss excluding overhang is a�.1 •�• �'V F ••.� 11-6-6. a +Member to be laterally braced for horizontal wind loads. io.708,1 ti 1.• bracing system to be desiged and furnished by others. • z I* i i : . i .,t. S .T ; 0 • ` •�Qf coA is, ONIAI , 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to erforming these functions. Installers shall provide temporary /4116bracing per BCSI.Unless noted oshall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to A IPL NE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN 111V Com,. truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pane Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:586713/T2 COMN Cust:R215 JRef: 1Wf12150001 CLINE Ory: 1 FROM:CDM DrwNo: 283.18.1053.17417 Truss Label: B06 KD / WHK 10/10/2018 Lzio-�o ,_sqz 14N 1-±-',."I' sr HOHO 's I ssn '+�+I sy'"++�ssap vlsn 7 rr n;+r aoc xn' I'=e"t<'t IA 'rv4 I z t x I+ z s I z+B I z+o;a _ F 2%y') iiS .00/ .I►a 1 . 12 F 0 W 10 D ., „._...,..:1111A\ D/ X3%515.51 1 z v x 113X. 51 AC A9 M .5x5 .]XI .7/43)1 2 235.4 1 I ere11 loss I s3' I ave I 221370 I ,,,� a0'+4 t}]" 20J" 2102 2811" IPI (NNL) 1-A--I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or.=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.033 I 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.066 I 999 180 A' 187 /- /- /112 /30 /46 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 J - - W 901 /- /- /566 /62 /- Des Ld: 40.00 EXP:C Kit:NA HORZ(TL):0.057 J - - Wind reactions based on MWFRS Mean Height 27.98 ft NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:2.0 A Brg Width=91.0 Min Req=- P W Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.279 Load Duration:1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.441 Bearings A&W are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.324 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 E-G 497 -927 Q-R 331 -695 Lumber G-J 432 -827 R-S 312 -686 J-L 418 -804 S-T 312 -960 Top chord 2x4 SP#2:17 2x6 SP#2: L-M 338 -688 T-U 207 -973 Bot chord 2x4 SP#2 Webs2x4SP#3 M-Q 378 -753 U-V 172 1041 :Stack Chord Ti 2x4 SP#2: O-Q 385 -747 V-W 169 -111099 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.729' Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. E-Z 1448 -101 Y-X 739 -61 (Al 3 plate(s)require special positioning.Refer to Z-Y 524 0 X-W 740 -63 scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. , Ntutntprfru//1 Left cantilever is exposed to wind 044 H f /�I�Qyi„. Additional Notes �S4P N, .;GE `S... `/�y The overall height of this truss excluding overhang is a�•r\e�� �/• F �•. 11-6-6. ; v +Member to be laterally braced for horizontal wind loads. 0.708.1 bracing system to be desiged and furnished by others. • S * • . s - -o SAT • U t 1\z,-...k. li -176 'FssONALLNom . COA i i _...i60 1011W- 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary _ bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to ALPINE' NEdrawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components GroInc.shall not be responsible for any deviation from this drawing,any failure to build the , truss in conformance with ANSI/TPI up PI 1,or for handling,shipping,installation and bracik,m„COMPANY ng of trussesA seal on this drawing or cover page , 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineeringresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586371 /T15 COMN Gust:R215 JRef: 1 Wf12150001 CLINE Qty: 5 FROM:CDM DrwNo: 283.18.1053.20733 Truss Label: CO1 KD / WHK 10/10/2018 3' I 6' 3' 3' 1114X5 B 2 ,o V1U SON N I A C Imlmv 1 h, 12 D ._. 1112X4 4X6(82) =4X6(82) r 6' •i l'" 3 _� 3I 3' 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.001 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.002 D 999 180 A 258 /- /- /151 /32 /98 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 258 /- /- /151 /32 /- Des Ld: 40.00 EXP:C Kzt NA HORZ(TL): 0.002 D - - Wind reactions based on MWFRS Mean Height:20.36 ft A Brg Width=3.5 Min Req= 1.5 NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 C Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.043 P Bearings A&C are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist h to 2h TPI Std: 2014 Max BC CSI: 0.068 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.041 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Lt Wedge 2x4 SP#3::Rt Wedge 2x4 SP#3: Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-2-6. 'cEJ4, ' tM11Mtt1{Ilpkmo ..: `I •• k. ,: o. 08.1 I . .. va ..% S1% 0• :S ‹c:st4YONA G` COA 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling.,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,b TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the IN 17W COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagthe 6750 Forum Drive listing this drawing,indicates acceptance of ro essiona engineeringresponsibility solely for the design shown. The suitability and use ofthis awing for any structure is the responsibility of the uilding Designer per ANSUTPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586387 /T35 COMN Cust:R215 JRef: 1Wf12150001 CLINE Qty: 6 FROM:CDM DrwNo: 283.18.1053.30713 Truss Label: D01 KD / WHK 10/10/2018 r5 e I 410'13 1 20.8 I 12• ! 151.3 l 21'6 8 I 24' 757 SSI 2'1'12 4117 21.3 25'4 2'5.9 sa4 6 NR D F /3X4 /• 10 10 f . 11 ° /:�_ Job Number: 18-2367R Ply: 1 SEQN:586392 /T14 GABL Cust:R215 JRef: 1 Wf12150001 CLINE Qty: 4 FROM:CDM DrwNo: 283.18.1053.36910 Truss Label: D02 KD / WHK 10/10/2018 %11m 2P1'~�re I4'Pu I IT Tre I 141,T1, 1 xIe 1 YaiP io I I- Tae + =--1--,;---1n P/ .4%4 12X4 13%4 Iizi IIIIWN44 illi FI I c o s z4 12x4 .3.L 12%4 ; t,��;\ •e4// ,f21 10 N. ii V T J ivy. / A 1 1 r 2 %2X4 •121:14 ft- erl -k 91014 1 111 + a :' T1'13 f117 fit'! Tt'12 Y44 Y 1'Y'� 4tata I rP9 I 1T I 0 V7 I 1910 I bare I :Tare Ilsp zsa x7• (NNW (NNL) 1.—.___—.1 F—I--I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL):-0.019 H 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.032 H 999 180 AA 139 /- /- /408 /341 /402 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 J - - AA"142 /- /- /159 /59 /- EXP:C Kzt NA Des Ld: 40.00 HORZ(TL): 0.025 J - - T' 142 1- /- /101 /42 /- NCBCLL:10.00 Mean Height 19.87 ft Code/Misc Criteria Creep Factor.2.0 Q 139 /- /- /108 /81 /- TCDL:5.0 psf Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.204 AA Load Duration:1.25TPI Std:2014 Max BC CSI: 0.167 Brg Width=5.5 Min Req=5.5 MWFRS Parallel Dist:0 to h/2 AA Brg Width=79.0 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.330 T Brg Width=79.0.5Min Req=- Loc.from endwall:Any FT/RT:20(0)/10(0)is 0.18 Plate Type(s): Q Brg Width=5.5 Min Req=5.5 GC pi: Bearings M,AA,T,&Q are a rigid surface. Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Members not listed have forces less than 375# Lumber Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 See DWGS A16030ENC101014&GBLLETIN0118 for Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 gable wind bracing and other requirements. AA-Z 533 -557 Z-Y 414 -412 Webs 2x4 SP#3:W1,W17 2x6 SP#2: Stacked top chord must NOT be notched or cut in :Stack Chord SC1 2x4 SP#2: area(NNL).Dropped top chord braced at 24"oc :Stack Chord SC2 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped Maximum Web Forces Per Ply(lbs) top chord in notchable area using 3x4 tie-plates 24" Webs Tens.Comp. Webs Tens. Comp. Plating Notes oc.Center plate on stacked/dropped chord X-F 102 -424 L-T 102 -424 All plates are 3X4 except as noted. interface,plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. Loading Shim all supports to solid bearing. Gable end supports 8"max rake overhang.Top The overall height of this truss excluding overhang is chord must not be cut or notched. 10-11-7 Purlins In lieu of structural panels use purlins to brace TC @ NlnlMl 24"oc. ���/•-is H. L.• Wind Wind loads based on MWFRS with additional C&C ,.Y•`�'*•E••• '��i member design. i y1 1 '• 1. i o. 08. 1 r. • s Ls• S .T : p •:b: 90,x'••:.[ . -1' ..0"-�� Fs ..•••••••& co ZONAL • itillw- 10/10/2018 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary /4111\bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE" drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the wrr,y Lie truss in conformance with ANSITTPI 1, or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of oro7essronai engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R Ply: 1 SEAN:586385/T1 COMN Gust:R215 JRef: 1 Wf12150001 CLINE Qty: 15 FROM:CDM DrwNo: 283.18.1053.40470 Truss Label: D03 KD / WHK 10/10/2018 4'9'.4 9'5'6 12' 14'6'10 19'2"12 24' I' 4'9'.4 I 4,8"2 I 2'6'10 I 2,6'10 I 4'8.'2 I 4.9.4 12 1114 p4 — 10 V 1,4X5(SRS) 04X5(SRS) C E 12 t .A N T 417 _B .n .-45X81111 ft 5X8 o B F Ti 1110 •ft -iii T6 A G — 3X5(A1) lII2X4 m 3X4 w3X8=3X4 =3X4 1112X4 3X5(A1) 1 24' 1 4'9"4 4'8226"10 2'6'10 4'8"2 4'9"4 4'9"4 I 9'5'6 I 12' I 14'6'10_I 19'2^12 I 24' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.115 K 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.237 K 999 180 A 986 /- /- /523 /465 /152 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.035 H - - G 986 /- /- /523 /465 /- Des Ld: 40.00 EXP:C Kzt NA HORZ(TL):0.073 H - - Wind reactions based on MWFRS Mean Height 22.61 ft A Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.354 G Brg Width=5.5 Min Req= 1.5 Bearings A&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.680 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.615 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s):0 Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 1042-2190 D-E 788 -1441 Lumber B-C 905-1816 E-F 905 -1816 C-D 788-1442 F-G 1042 -2190 Top chord 2x4 SP#2:T1,T6 2x6 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind A-M 2018 -938 J-I 1657 -737 Wind loads based on MWFRS with additional C&C M-L 2021 -935 I-H 2021 -936 member design. L-K 1657 -736 H-G 2018 -938 Additional Notes K-J 1657 -737 The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs) 5-10-2. Webs Tens.Comp. Webs Tens. Comp. C-K 589 -987 K-E 589 -987 D-K 1614 -891 loormacticiiiwiw N. - s° ��R..EN..k� y ���•; >c Sic..�o i 0.708.1 i3. 1. ,A SATO •�Q r {4 -O.% 4'4ONAL E„Ol��''°`"�' 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/IPI 1,or for handling,shipping,installation and braci ng of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of essiona engineering responsibility solely for the design shown. The suitability and use of this proawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Suite 305 Sec.2. Ouano FL,32821 For more information see this job's general notes page and these web sites:ALPINE:www.alpineilw.com;TPI:www.tpinst.orq;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586395 /T16 GABL Gust:R215 JRef: 1Wf12150001 CLINE Qty: 4 FROM:CDM DrwNo: 283.18.1053.44537 Truss Label: D04 KD / WHK 10/10/2018 b"2 3'8"7 I 4'9'19 '7.2 i 12' I 14'4"14 I 19'2"12 I 20'33 23'10"14 34' �'2 375 1'0"1'3 4'9"14 2'4"14 2'4"14 4'914 1'0" 375 4"2 F- 4' I 2'—I E—4' 'I (TYP) 12 1114X4 H 10 7 +►.4X5(SRS) .•4X5(SRS) 12 4 p En T '.53X4 $3 • p4 2 $3 L4 :3X4 En SCI B _ 1,....110e e • @ SC2 1 ' A. R g b MBB 11•1 Iii • I 'I 0 Si lki z x V U S 0 - •3X4((C4)) =3X4 34X8=3X4 =3X4 33X4(C4) .3X4(C4) 33X4(C4) 1 24' 1 4'9"4I 4'9"14 I 2'4"14 I 2'4"14 I 4'9"14 I 4'9"4 I 4,9"4 9'7"2 12' 14'4"14 19'2"12 24' (NNL) (NNL) I-3'—I 1-3'—I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.137 J 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.281 J 999 180 A 986 /- /- /531 /420 /142 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.035 P - - 0 986 /- /- /531 /420 /- Des Ld: 40.00 EXP:C fighKztt NA HORZ(TL):0.071 P - - Wind reactions based on MWFRS Mean Height:22.28 ft Code/Misc Criteria Creep Factor.2.0 A Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:5.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.491 O Brg Width=5.5 Min Req= 1.5 Bearings A&0 are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.646 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.722 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. ' GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 1963-2475 H-I 1227 -1507 Lumber Additional Notes B D 2017-2452 I-L 1521 -1916 D-G 1522-1916 L-N 2018 -2452 Top chord 2x4 SP#2 See DWGS A16030ENC101014&GBLLETIN0118 for G-H 1228-1507 N-O 1964 -2475 Bot chord 2x4 SP#2 gable wind bracing and other requirements. Webs 2x4 SP#3 Stacked top chord must NOT be notched or cut in Maximum Bot Chord Forces Per Ply(lbs) :Stack Chord SC1 2x4 SP#2: area(NNL).Dropped top chord braced at 24"oc :Stack Chord SC2 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. intervals.Attach stacked top chord(SC)to dropped Plating Notes top chord in notchable area using 3x4 tie-plates 24" A-Z 2338-1812 U-S 1761 -1203 oc.Center plate on stacked/dropped chord Z-X 2316-1791 S-Q 2316 -1781 All plates are 2X4 except as noted. interface,plate length perpendicular to chord length. X-V 1761 -1193 Q-O 2338 -1802 Splice top chord in notchable area using 3x6. V-U 1760-1203 Loading The overall height of this truss excluding overhang is Gable end supports 8"max rake overhang.Top 5-5-9. chord must not be cut or notched. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins D-X 642 -573 V-I 948 -1040 In lieu of structural panels use puffins to brace TC @ . I iwtmnµrr� G-V 949-1040 S-L 643 -573 2 '` H H-V 1680-1444 Wind �/��......., ... l� Wind loads based on MWFRS with additional C&C a.�V•ie,`GE n'..0 L1. member design. �t J ••.• 1,' ' 11f • s • o.708. 1 lis* ;,' i • c S S •T ^ O ; Q=- S CO TONAL „' 4 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITV y. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro esstonal engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites' ALPINE: w,wv.alpineitw.com;TPI: w.vw.tpinst.org;SBCA: www.sbcindustry.com:ICC' www.iccsafe.org Job Number: 16-2367R Ply: 2 SEQN:586695 /T7 FLAT Gust:R215 JRef: 1 Wf12150001 CLINE Ory: 1 FROM:CDM DrwNo: 283.18.1054.00320 Truss Label: FT1 KD / WHK 10/10/2018 I 5 5 2 Complete Trusses Required 3'1"3I 6'0"9 9' I 11'11"7 1 14'1("13 I 18' 3'1"3 2'11"7 2'11"7 2'11"7 2'11"7 3'1"3 5X6 =4X4 7X6 III2X4 =3X4 =4X4 =5X6 A B C D E F G f I /I 1 M �I ■ \ID v ■ Jii !II X6 =5X6 =4X4 =3X8 =5X5 =5X6 III2X6 1 18' 1 3'1"3 - 211"7 2'11"7 2'11"7 2'11"7 3'1"3 3'1"3 I 6'0"9 1 9' 1 11'11"7 I 14'10"13 1 18' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lac Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.087 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.174 D 999 180 N 3605 /- /- /374 /986 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.025 H - - H 3605 /- /- /374 /986 /- Des Ld: 40.00 EXP:C Kzt NA HORZ(TL): 0.050 H - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:25.06 ft Code/Misc Criteria Creep Factor.2.0 N Brg Width=- Min Req=- TCDL:5.0 psf H Brg Width=- Min Req=- Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.266 Load Duration:1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.754 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.934 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Camp. GCpi:0.18 Plate Type(s): A-B 516-1837 D-E 944 -335E ` Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 B-C 829-2946 E-F 830 -2941 Lumber C-D 944-3356 F-G 516 -183. Top chord 2x6 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. M-L 2015 -569 K-J 3047 -860 Nailnote L-K 3045 -859 J-I 2015 -569 Nail Schedule:0.128"x3",min.nails Top Chord:1 Row ©4.25"o.c. Maximum Web Forces Per Ply(lbs) Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. A-N 497-1782 D-K 174 551 A-M 2451 -688 E-J 274 -895 Special Loads M-B 479-1615 J-F 1311 -367 —(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-L 1308 -366 F-I 45079 -1615 TC:From 60 plf at 0.00 to 60 plf at 18.00 stivitr�tljNrp��rr L-C 273 -894 I-G 2450 -688 TC:From lb Con20 c.Load at 1.94,3 94f at 0.00 to 20,5.94,7.94 18.00lf at `�^' ' s• A.. •��,, K-E 4C-K 24 -115-116 G-H 497 -1782 10.06,12.06,14.06,16.06 •es••'••'••r••1 {`,t._ Purlins -t.�•• '; L, The TC of this truss shall be braced with attached ` •% spans at 24"oc in lieu of structural sheathing. 0. 08,1 s Wind * • • Wind loads based on MWFRS. End verticals not exposed to wind pressure. r A% S 'T % 04 :Q F Additional Notes ` -rQo:�� .tt -1` .0%#' Truss must be installed as shown with top chord up. , ••'••••.�•••-•• ` The overall height of this truss excluding overhang is 'fSS1U1UAl, GOf 3-0-0. COA# ri 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oytheiwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face.of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the v„rr,W,,,,,v. truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineilw.com;TPI:www.tpinst.org;SBCA:www.sbcinduslry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEAN:586789 /T17 SPEC Cust:R215 JRet 1 Wf12150001 CLINE Qty: 10 FROM:CDM DiwNo: 283.18.1054.02800 Truss Label: H01 KD / WHK 10/10/2018 3'014 I 6'1'13 ! 11' I 15'67 21'62 I 28'0"1 I 3110" 3'0"14 3'0"15 4101 417 5'9"11 61'5 3'9'9 =4X4 E /4X5(SRS) 12 /3X4 D 12 _ 10 7 4 . Q 4 3X5 m /5X6 /3X4 C I. T1 ,,t' B 35H8 A * L _ 1 '. ..;assossionffmriTi .ammaamomp., .,. _., 33X4(33) 112X4 =3X1,....ii, . 1 X4 =5X8 =3X =3X4= 3X4 112X4 m3X4..1) 2112 21'3"6 * 10114 -I 1 3'0"14 I 3'0"15 I 4'10"3 I 4'87 I 5'9"11615-5 65"5 I 3'9"9 I 3'0"14 6113 11' 15'87 21'62 28'07 3110" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.021 N 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.045 N 999 180 A 892 /- /- /529 /116 /273 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 D - - K 1541 /- I- /901 /270 /- EXP:C Kzt:NA Des Ld: 40.00 Mean Height 15.00 ft HORZ(TL): 0.023 D - - I 278 /- /- /162 /37 /- NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.682 A Brg Width=6.3 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.414 K Brg Width=6.2 Min Req= 1.8 Spacing:24.0" C&C Dist a:3.18 ft Rep Factors Used:Yes Max Web CSI: 0.640 I Brg Width=3.5 Min Req= 1.5 Bearings A,K,&I area rigid surface. Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 285-1056 E-F 337 -690 Top chord 2x4 SP#2 Ti,: T5 2x6 SP#2: B-C 290 -968 F-G 258 -616 Bot chord 2x4 SP#2 C-D 317 -896 G-H 482 -153 Webs 2x4 SP#3 D-E 333 -691 H-I 216 -466 :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.851' Wind Maximum Bot Chord Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp. member design. A-P 660 -137 N-M 553 -35 Left cantilever is exposed to wind P-O 659 -137 K-J 432 -156 Additional Notes O-N 645 -102 J-I 423 -158 The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs) 9-10-6. Webs Tens.Comp. Webs Tens. Comp. E-N 442 -290 G-K 540 -1234 F-M 177 -438 K-H 423 -780 çUIrnIIIH16I E., S yM-G 940 -276 �' o i 0.708.1 s • * • e .Qt S 'T . 0 ;Q $ L. �����P*. f _I' •..• q..,dc COA#(SMlw0at 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly -" attached rigid ceiling. Locations shown for'permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the w,,,,�,C - truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineeringresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:586807 /T19 GABL Cust:R215 JRef: 1 Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1054.22433 Truss Label: H02 KD / WHK 10/10/2018 3'9"12 11' 15712 21'8"2 27'11"2 31'6 1d 1'10" I 3712 i 774 I 4'6"12 I- 5.11'6 1 as I 3.9.12 •z 11'1"-2'--I m4X4 (rvP) H 01151(SISH 12 127'n0 4 rg, ,3.45SCi1'• A _ Iiwool _!...........,_4 SC2 D n _ �' - a u . _ _.�. T AG AD AB AA Z + w + m3X a3X6(E5) .5X5 .5X5 .3X4 4.3X4(4)) 112 3174 1 158'121 l 5'11"6 675 1 3'69 I 15'6"12 21'6"2 28'0'7 31'10" (NNL) (NNL) I-4•—.1 ♦-4' H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.041 Y 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.085 Y 999 180 A* 107 /- /- /61 /17 /13 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.009 Q - - U 356 /- 1- /199 /47 /- EXP:C Kzt:NA Des Ld: 40.00 Mean Height:15.00 ft HORZ(TL): 0.018 Q - - M /-191 NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.348 A Brg Width=258 Min Req=- U Brg Width=3.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.446 Bearings A&U are a rigid surface. Spacing:24.0" C&C Dist a:3.18 ft Rep Factors Used:Yes Max Web CSI: 0.734 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Additional Notes R-S 366 -615 Top chord 2x4 SP#2 See DWGS A14015ENC101014&GBLLETIN0118 for Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 gable wind bracing and other requirements. Chords Tens.Comp. Chords Tens. Webs 2x4 SP#3 Stacked top chord must NOT be notched or cut in Comp. :Stack Chord SC1 2x4 SP#2: area(NNL).Dropped top chord braced at 24"oc Z-W 625 -299 W-U 632 -300 :Stack Chord SC2 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped Bracing top chord in notchable area using 3x4 tie-plates 24" Maximum Web Forces Per Ply(lbs) oc.Center plate on stacked/dropped chord Webs Tens.Comp. (a)Continuous lateral restraint equally spaced on interface,plate length perpendicular to chord length. member. Splice top chord in notchable area using 3x6. Z-R 582 -764 Plating Notes The overall height of this truss excluding overhang is 9-5-13. All plates are 2X4 except as noted. Loading Gable end supports 8"max rake overhang.ToppptaiiiiiNkur rr chord must not be cut or notched. P`0 N r�'4,-,. � \�� \ .E \.. � Wind t+ . V`' **..T/'. Wind loads based on MWFRS with additional C&C „i'� . F member design. _ i Left cantilever is exposed to wind • � � Q 708.1 - +Member to be laterally braced for horizontal wind loads. I bracing system to be desiged and furnished by others. I* i i : ' s , ,Q •% S AT ; 0 a � - Nisz%qrs. t .'1, „.• *1 COA#'64121114;„, sill,- 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporaryy bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly attached rigid ceiling. Locations shown for'permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. D -- efer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Buildingg_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M171,,CO,,,w11 truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of pro-fessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.lpinst.org;SBCA:www.sbcindustry.corn;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEAN:586767 /T13 SPEC Gust:R215 JRef: 1Wf12150001 CLINE Qty: 6 FROM:CDM DrwNo: 283.18.1054.30697 Truss Label: H03 KD / WHK 10/10/2018 3014 I 527;112421 8'414 r 3721 1se71 21.0"4 I 28'07 31.10" 3'0.14 27.2 272 27"2 2'1"5 I 5'3.13 T0"3 37'9 114X4 E�101.....G 4X5(SRS) 12 10 12 D AI•BX70..411111111111‘,H. d4 E I>•..rs•: ,1`$3X8 #6X10' O 4X8 , ,' T7 R8 3 13X5 18X10 zi 12 _ t Ts zz �` 1 A •'jB •! i 3X4(B1l4 e5Xl0 12X4 .43X4,.1) d%X 112 2178 1 10714 1 11",12 I Ye"1d I 2T2 2T2 I 2'T'2 I 2'1"5� 5.3'•13 I 7'0.3 I 3.9"9 11 2 2,1„2 5'9"12 8'4"14 11' 13T2 15'8 21'0"4 28'07 31'10• I 3'0'i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.116 P 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.247 P 999 180 A 789 /- /- /456 /- /273 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.130 M - - M 1935 /- /- /1125 /- /- Des Ld: 40.00 EXP:C Kit:NA HORZ(TL): 0.281 M - - K 192 /-187 /- /103 /174 /- Mean Height 15.00 ft Code/Misc Criteria Creep Factor.2.0 Wind reactions based on MWFRS NCBCLL:10.00 TCDL:5.0 psf A Brg Width=6.3 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.827 M Brg Width=6.2 Min Req= 1.6 Load Duration:1.25 MWFRS Parallel Dist h to 2h TPI Std: 2014 Max BC CSI: 0.651 K Brg Width=3.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.18 ft Rep Factors Used:Yes Max Web CSI: 0.593 Bearings A,M,&K are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 110 -471 F-G 14 -1390 Top chord 2x4 SP#2:T1,T5 2x6 SP#2: B-C 296-1560 G-H 198 -1167 Bot chord 2x4 SP#2:B4 2x4 SP 2400f-2.OE: C-D 280-1876 H-I 243 -540 Webs 2x4 SP#3:W1,W15 2x6 SP#2: D-E 173-1756 I-J 1047 0 Plating Notes E-F 10-1394 J-K 757 -172 All plates are 3X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Wind Chords Tens.Comp. Chords Tens. Comp. Wind loads based on MWFRS with additional C&C A-T 682 -254 P-O 1059 0 member design. T-S 460 -223 O-N 641 -78 Left cantilever is exposed to wind S-R 1373 -268 N-M 88 -1137 R-Q 1691 -216 M-L 275 -1422 Additional Notes Q-P 1576 -119 L-K 156 -685 Negative reaction(s)of-187#MAX.from a non-wind orgtNlnllUp load Reactions.case requires uplift connection.See Maximum ` H. 1hr�„n4t`` Maximum Web Forces Per Ply(Ibs) flr"�4111'� i�,.% Webs Tens.Comp. Webs Tens. Comp. The overall height of this truss excluding overhang is `‘) y .............. 9-10-6. al.Y•ie,``jE S '...CI .r B-T 126 -553 H-N 93 -910 -i ee V F 4 B-S 946 -114 N-I 1410 -129 e • • t F-P 1534 0 M-I 224 -993 if • j o. 08 41 z O-H 379 -45 M-J 185 -686 I sit. ,,o% S •T ; O 1 11;443 . :'' ' . .p0,�•4 ' -I 1 ...•`e ••0...,...-• GA coo,n�sS� NAI. '‘°` killseg mils ' 10/10/2018 "'WARNING” READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by.TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeny -- attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE' L drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ilviCOmPAny truss in conformance with ANSI/IPI 1,or for handling,shipping,installation and braciN1 ng of trussesA seal on this drawing or cover page•• 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering resuability sponsibility solely for the design shown. The subility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineaw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586776 /T20 SPEC Cust:R215 JRef: 1 Wf12150001 CLINE Qty: 4 FROM:CDM DrwNo: 283.18.1054.33670 Truss Label: H04 KD / WHK 10/10/2018 1 2'6'10 I 5'3 8 I 7'10 101 10'5 121 13'0 141 152'3 20'6I 27'6"3 I 31'3"12 I 2510 78"14 77'2 2'T2 772 71.51 5'3"13 7173 379 14X4 E / 5( l TQ51 Bo En�IA� T4 T `` 1 r /4X4 02X4 =5X10 83 112X4 •3X4,.1) 1--- - 20'11"14 1 10'3"14 1 L538 1 2'6"14, 272 1 27"2 I 2T2 I 71"5 5313 I 753 1 398 1 5 8 2 1 2 5'3"8 7'10'10 10'5'12 13'0'14 15731 205' 275.3 31'3'12 1..÷.1;:f0 212 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.109 0 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.230 0 999 180 S 765 I- /- /443 /- /267 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.127 L - - L 1877 /- /- /1089 /- /- Des Ld: 40.00 EXP:C fighKztt NA HORZ(TL):0.274 L - - J 207 /-160 /- /109 /161 /- NCBCLL:10.00 Mean Height:15.00 ft TCDL:5.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS S BrgWidth=5.5 Min Req=5.5 Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.811 TPI Std:2014 Max BC CSI: 0.627 L Brg Width=6.2 Min Req= 1.6 Load Duration:1.25 MWFRS Parallel Dist h to 2h J Brg Width=3.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.18 ft Rep Factors Used:Yes Max Web CSI: 0.592 Bearings S,L,&J are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ven.17.02.00.1013.16 Chords Tens.Comp. Chords Tens. Comr Lumber A-B 224-1245 F-G 198 -1188 Top chord 2x4 SP#2:T4 2x6 SP#2: B-C 253-1719 G-H 249 -592 Bot chord 2x4 SP#2:B3 2x4 SP 2400f-2.0E: C-D 157-1686 H-I 973 0 Webs 2x4 SP#3:W1,W15 2x6 SP#2: D-E 4-1374 I-J 683 -213 Plating Notes E-F 7-1370 All plates are 3X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Wind Chords Tens.Comp. Chords Tens. Comp. Wind loads based on MWFRS with additional C&C S-R 206 -420 N-M 699 -85 member design. R-Q 1203 -297 M-L 73 -1053 Additional Notes Q-P 1565 -228 L-K 351 -1282 P-O 1516 -126 K-J 193 -616 Shim all supports to solid bearing. O-N 1076 0 The overall height of this truss excluding overhang is 9-10-6. oNtuuuplltjarrr, Maximum Web Forces Per Ply(lbs) f"'1 r, Webs Tens.Comp. Webs Tens. Comp. ry �s� ` GE\.$ fly A-S 127 -611 G-M 89 -896 A-R 1235 -184 M-H 1387 -123 �Q• • R-B 87 -466 L-H 221 -983 i If I: E-O 1510 0 L-I 184 -685 >E 0.70$•1 * i i . . a .00\ S T. O _ Vl":4.4..: "'‘2...** / co ';I30NA".L 01111.*t�ildt 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling.,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or 810, --- as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mvconvrr truss in conformance with ANSI/TPI 1, or for handling,shipping,installation and braci ,w ng of trussesA seal on this drawing or cover page , 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586786 /T5 SPEC Cust:R215 JRef: 1 Wf12150001 CLINE Qty: 8 FROM:CDM DrwNo: 283.18.1054.36453 Truss Label: H05 KD / WHK 10/10/2018 1 26 10 1 5'3 6 1 7'10 101 0'S"121 3'0 141 15731 20'6" I 27'6"3 1 31'3"12 I 2'610 2'8'14 777 2'T'2 77"2 71"5 5'3"13 T0"3 3'9"9 M4X4 E 4111‘: *16X6(SRS) 12 p: � G 12 T 10 C Aid. 7X10 ,A 4 m I �"� �, 6X10 TI B'I'P N �`H I ,4x6 I 4 6 ��'' A�/� 12 J rt9 Y� f4X4 • i Iiillil_, :I 11 Cp 03x6 =5X10 83 M2X4 �3X4(B2) 2011"14 1 10'214 1 5"6 2'6'14 77"2 2'T'2 2'7"2 2'1"5 5'3"13 7'0"3 3'9"9 �6 71"2712 5'3"6 1 T10"101 10'5"121 13'7141 15'2'31 20'e" 1 27'6"3 1 31'3"12 I 1±. 4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.111 0 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.239 0 999 180 S 779 /- /- /444 /- /268 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.131 L - - L 1853 /- /- /1059 /- /- Des Ld: 40.00 EXP:C Kzt NA HORZ(TL): 0.288 L - - J 205 /-132 /- /111 /148 /- Mean Height 15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.746 S Brg Width=5.5 Min Req=5.5 Load Duration:1.25 P TPI Std:2014 ! Max BC CSI: 0.566 L Brg Width=6.2 Min Req= 1.5 MWFRS Parallel Dist:h to 2h J Brg Width=- Min Req=- Spacing:24.0" C&C Dist a:3.18 ft Rep Factors Used:Yes Max Web CSI: 0.604 Bearings S&L area rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 222-1269 F-G 192 -1279 Top chord 2x4 SP#2 B-C 250-1761 G-H 243 -688 Bot chord 2x4 SP#2:B3 2x4 SP 2400f-2.0E: C-D 152-1738 H-I 929 0 Webs 2x4 SP#3:W1,W15 2x6 SP#2: D-E 0-1435 I-J 582 -200 Plating Notes E-F 1 -1430 All plates are 3X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Wind Chords Tens.Comp. Chords Tens. Comp. Wind loads based on MWFRS with additional C&C S-R 203 -421 N-M 812 -77 member design. R-Q 1220 -299 M-L 82 -996 Additional Notes Q-P 1604 -232 L-K 301 -1101 P-O 1565 -131 K-J 166 -528 Shim all supports to solid bearing. O-N 1158 0 The overall height of this truss excluding overhang is 9-10-6. ogµtnalmrafru17„•�� Maximum Web Forces Per Ply(lbs) 1 h H. '1 i,... Webs Tens.Comp. Webs Tens. Comp. ``���`T0../�..E h • 'rf•���4 A-S 126 -622 G-M 90 -918 �T .� �i y�1! \SCC• •• 0 �`- A-R 1259 -182 M-H 1415 -124 .f�: L R-B 86 -476 L-H 216 -972 I : E-O 1586 0 L-I 186 -670 i ; 0.708'1 ,. . * � 3 a � �Q1 `S •'T . 0 �Q.a C():• %' NAL�Np,`,r ~puri, 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly - attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the JoinDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANfT,,Oplpµy truss in conformance with ANSI, PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of prooesstonal engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this lob's general notes page and these web sites:ALPINE: www.alpineilw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:mow,iccsafe.org Job Number: 18-2367R Ply: 2 SEAN:586818 /T40 GABL Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1055.21440 Truss Label: H06 Page 1 of 2 KD / WHK 10/10/2018 I 5 5 2 Complete Trusses Required 3.12 F 1 h 3e,4 X114 ss•1j ecu 1 n' I 1rn I r1r,l z1w I zrn.2 I mre•u 11v 30'14 T ZT2 2'1'2 ZT2 488 610'14 Se12 i'2 I.-s--+-A,,,71 lit-'1 I-4-1 12 T1 10.: ON K 12 4 � -1 10� F�,I I,.!\ d a I / 7 .11,•#3%�+ ..1,''+!1111,1w__,_...,....,........., _�n,M10 33I m SC C��•�•3%e •]%1 to a / t az 4 s uxa p4, m ,,,, 3m #3X412 +�� I6C2 4 g •6X10 u :3%M41C41 63X81 C4 4444ffS84 v - - 2178 1 10,14 1 11'12 28'14 zM ZT2 272 65'8 70'3 38'8 11'52 zt'�21 Selz 1 e4'141 11' 1 13711 ,,,�p 215!4 1 28'01 1 31'10 1^A 1 ,sats (NNL) (NNL) H-- 1--4--I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.107 AE 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.207 AE 999 180 A 1326 /- /- /613 /394 /550 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.123 X - - X 3717 /- /- /1688 /871 /- Des Ld: 40.00 EXP:C Kzt NA HORZ(TL): 0.238 X - - S 125 /-269 /- /170 /391 /- Mean Height 15.00 ft Code/Misc Criteria CreepFactor.2.0 Wind reactions based on MWFRS NCBCLL:10.00 TCDL:5.0 psf A Brg Width=6.3 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.378 X Brg Width=6.2 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.475 S Brg Width=3.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.18 ft Rep Factors Used:Yes Max Web CSI: 0.483 Bearings A,X,&S are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-D 133 -560 I-J 53 -1209 Top chord 2x4 SP#2:T1 2x4 SP M-31: Wind loads based on MWFRS with additional C&C B-C 240 -920 J-K 186 -875 :T4 2x4 SP 2400f-2.0E: member design. C-D 276-1416 M-P 1270 -130 Bot chord 2x4 SP 2400f-2.0E:82 2x4 SP#2: Left cantilever is exposed to wind D-F 450-1806 P-Q 707 -135 :B4 2x4 SP M-31: Webs 2x4 SP#3:W1,W15 2x6 SP#2: F-H 279-1635 Q-S 440 -74 :W14 2x4 SP 2400f-2.0E: H- 23-1208 :Stack Chord SC1 2x4 SP 2400f-2.0E: :Stack Chord SC2 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Nailnote Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.128"x3",min.nails A-AK 496 -184 AE-AC 792 0 Top Chord:1 Row @12.00"o.c. AJ-AI 1346 -294 AA-X 240 -1411 Bot Chord:1 Row @12.00"o.c. Al-AG 1674 -296 X-U 258 -1328 Webs :1 Row @ 4"o.c. AG-AE 1462 -210 U-S 133 -651 Use equal spacing between rows and stagger nails _,,qct in each row to avoid splitting. lam"^ e11tl�rrrmrr�4��y� Webs Maximum Tens.Comp.For.es Per Ply fibs)Tens. Comp. Plating Notes 'p-.. All plates are 2X4 except as noted. .•" 4y B-AK 89 -421 AC-K 402 -64 AGE \.Skc•• -+; B-AJ 1005 -238 K-AA 55 -669 Loading • AE-J 377 -149 AA-M 1358 -207 Truss designed to support 2-0-0 top chord outiookers I-AE 1269 -56 X-M 221 -819 and Gadding load not to exceed 2.30 PSF one face a • 0.708.1 z• J-AC 54 -409 X-P 301 -557 and 24.0"span opposite face.Top chord must not be - • s cut or notched,unless specified otherwise. * • ' Purlins ACC S •1% 0 ;•Q a' In lieu of structural panels use purlins to brace TC @ 4 • .•, •., •• 24"oc. , ID••�P[ .f -t\ ••:e v C +Member to be laterally braced for horizontal wind loads. �� ••......•......��Gv� bracing system to be desiged and fumished by others. CO '�N A t t".0 10/10/2018 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing_and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN tnvCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of pro essionall engineerinresponsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 2 SEQN:586818 /T40 GAEL Gust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1055.21440 Truss Label: 1-106 Page 2 of 2 KD / WHK 10/10/2018 Additional Notes Negative reaction(s)of-269#MAX.from a non-wind load case requires uplift connection.See Maximum Reactions. See DWGS Al4015ENC101014&GBLLETIN0116 for gable wind bracing and other requirements. Stacked top chord must NOT be notched or cut in area(NNL).Dropped top chord braced at 24"oc intervals.Attach stacked top chord(SC)to dropped top chord in notchable area using 3x4 tie-plates 24" oc.Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 9-5-13. orgnanmwkr 5'� ••�'\GE• * S .per L • 0.708.1 T. s,o t S •T = O .et— D ���[- t� • A 44,, ......•.•. co wim At.Et\ 10/10/2018 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byy TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,ityC r truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and braciw ng of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of protessionat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:586824 /T22 COMN Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1055.37637 Truss Label: K01 KD / WHK 10/10/2018 I 3'11"5I 7'4" I 10'8"11 I 14'8" ! 3'11"5 3'4"11 3'4"11 3'11"5 .6X6 D 12 /4 10 7 CAI1i ; ,4X4 _ 1 . ■ = ■ U 85X PI E5) 1113X6 5X10 113X6 1115X1III 5) li .! 1 14'6" 1 I 311"5 I 31"11 I 3'4'11 I 3'11"5 3'11"5 7'4" 10'8"11 14'8" Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def JCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 ' Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL):-0.019 I 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.036 I 999 180 A 1355 /- /- /- /811 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 B - - K 1397 /- /- /- /841 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.022 B - - Wind reactions based on MWFRS Mean Height:15.00 ft A BrgWidth=3.5 Min Req1.6 NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:2.0 K Brg Width=3.5 Min Req= 1.6 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.175 Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.398 Bearings A t K are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.502 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 900-1511 D-E 642 -1077 Lumber B-C 854-1430 E-F 906 -1501 C-D 642-1077 F-G 951 -1582 Top chord 2x6 SP#2 Bot chord 2x6 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x6 SP#2:BLOCK LENGTH= 2.479' Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x6 SP#2:BLOCK LENGTH= 2.479' A-J 1073 -641 I-H 1111 -670 Special Loads J-I 1059 -633 H-G 1125 -679 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 66 plf at 0.00 to 66 plf at 14.67 Maximum Web Forces Per Ply(lbs) BC:From 10 plf at 0.00 to 10 plf at 14.67 Webs Tens.Comp. Webs Tens. Comp. BC: 205 lb Conc.Load at 0.79,2.79,4.79,6.79 8.79,10.79,11.71,13.71 C-J 389 -240 I-E 308 -502 C-I 251 -423 H-E 497 -317 Wind D-I 1049 -635 Wind loads and reactions based on MWFRS. otiontwlr�ltjifkuryr 4/11 Additional Notes ,V' ' . ...,?'f; The overall height of this truss excluding overhang is AtIV,���`,••'.••••••'•..� l� 7-2-2. _. _Q:►i��GE fkiSk .•l '% E • o.708.1 z _ • * : a ,,Qlo S •T ; O •Q • 11<' '••...,l..• G \41. (#1 COA#Ms`s stamen 1 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling.,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,b TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins-tailed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the W1 r11.OgPµy truss in conformance with ANSI Building PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, 6750 Forum Drive listing this drawing indicates acceptance of pro esstonaf engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:586829 /T6 GABL Gust:R215 JRef: 1 Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1056.06527 Truss Label: K02 KD / WI-IK 10/10/2018 2'8"6 3'11'57 7'4" 10'45.1111 11'11"x0 14'8" 1 2'5'8 i 1T13 3'4'17 I 3' I 1719 2'e"8 I--3.4.. 'I 2' I —4144--1 (TVP) — 12 3X4 1I1iIIiX <4 T2 Zo S „.aA4 1f 14X8(E5) w + U -3X8 + a + o 14X 5) 1 14'8" 1 1 1'S"12i 259 i 3'4.11 i 3'4"11 i 270 1 1'5"121 1'S"12 3'11'5 7'4" 10'8'71 13'74 14'8" (NNL) (NNL) I^4' 1 1 4' I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CS1 Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity Speed: 150 mph Pt NA Ce:NA VERT(LL): 0.046 D 999 240 Loc R+ /R- /Rh /Rw /U /RL TCDL: 10.00 � BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.093 D 999 180 A 1197 /- /- /539 /421 /463 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 D - - 1 N 1197 /- /- /553 /432 /- Des Ld: 40.00 EXP:C Kzt NA HORZ(TL): 0.060 D - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 A Brg Width=3.5 Min Req= 1.5 NCBCLL:10.00 TCDL:5.0 psf N Brg Width=3.5 Min Req= 1.5 Soffit 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.750 Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.545 Bearings A&N are a rigid surface. Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.531 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-C 399-1035 H-J 711 -1035 Lumber +Member to be laterally braced for horizontal wind loads. C-D 479-1321 J-L 738 -1259 bracing system to be desiged and furnished by others. D-F 783-1396 L-M 471 -1354 Top chord 2x4 SP 2400f-2.OE:T2 2x4 SP#2: F-H 710-1064 M-N 314 -888 Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Stack Chord SC1 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) :Stack Chord SC2 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 2.085' B-W 1036 -336 S-Q 979 323 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 2.085' W-U 1020 -322 Q-O 986 -331 Plating Notes U-S 1005 -311 O-N 997 -340 All plates are 2X4 except as noted. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss designed to support 2-0-0 top chord outlookers F-S 406 -445 M-AC 150 -451 and cladding load not to exceed 2.30 PSF one face H-S 737 -672 AC-N 136 -442 ancut or notched,uan nless specified ote face. therwise.se.chord must not be0N0'n„tfrU:+r,rrrr.,'4' S-J 427 -415 Wind t&NI••.•.••:`;? . v Wind loads based on MWFRS with additional C&C 4,f,• •ee4\`JEt/Sk.••fO '! member design. ty� ,� SS i Additional Notes 3 11 o.708.1 See DWGS A16015ENC101014&GBLLETIN0118 for • • x gable wind bracing and other requirements. * : a ' s Stacked top chord must NOT be notched or cut in • S •T , 0 area(NNL).Dropped top chord braced at 24"oc A:� •• E intervals.Attach stacked top chord(SC)to dropped ; ••w r top chord in notchable area using 3x4 tie-plates 24" /k•o�� II M ' .'� �4 .'• oc.Center plate on stacked/dropped chord 4/•e '•......r,;.•.• �� interface,plate length perpendicular to chord length. S�' NG Splice top chord in notchable area using 3x6. COA# ,^ .NQS The overall height of this truss excluding overhang is rW 6-9-9. 10/10/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the k4 my pWy truss in conformance with ANSI/TPI 1, or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE www.alpineitw.com;TPI:www.tpinsi.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Job Number: 18-2367R Ply: 1 SEQN:586844 /T25 MONO Cust:R215 JRef: 1 Wf12150001 CLINE Qty: 4 FROM:CDM DrwNo: 283.18.1056.09750 Truss Label: L01 KD / WHK 10/10/2018 I 4'5"6 I 8'10'12 '2"4 4'5"8 4'5-6 T8 il 4XBtt+) 4D _ ,i 2 10 1112X4 B ic /A 4 b T w5 IT, 1 : _ F E 912X4 w3X8 II 2X4 1 574 i I 4.5..6 I 4.5..6 I 4'5"6 81712 ,,,,,, 4 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL):-0.012 B 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.019 B 999 180 G 409 1- /- /385 /- /342 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.027 B - - D 479 /- /- /423 /482 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL):0.032 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 19.14 ft Code/Miss Criteria Creep Factor.2.0 G Brg Width=6.2 Min Req= 1.5 TCDL:5.0 psf D BrgWidth=3.0 Min Req=3.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.388 Bearings G&D area rigid surface. Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.231 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.878 Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply(lbs) Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 G-F 108 -388 Lumber Top chord 2x4 SP#2 Maximum Web Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP#3:W4,W5 2x4 SP#2: A-G 0 -381 F-C 420 -623 :Rt Bearing Leg 2x4 SP#3: B-F 403 -365 C-D 631 -439 Bracing (a)Continuous lateral restraint equally spaced on member. Plating Notes (++)-This plate works for both joints covered. Loading Truss passed check for 20 psf additional bottom MfIl1UI chord live load in areas with 42"-high x 24"-wide khry clearance. 1bA H• /4�.'4Vyr Wind �`�......••.. ►/Q�'//sL Wind loads based on MWFRS with additional C&C ��_••se�,GE Sk•••r0 !- member design. I :. ; s• Left end vertical not exposed to wind pressure. 1 f o. 08 1 • s Additional Notes * The overall height of this truss excluding overhang is ` _ 12-11-10. sV..0‘• S AT ; 0 • • � �•�QFn COA#• Std Ia► ' 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building ComponentSafety Information,b TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dttherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Join£Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN IT ,;,,,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of pro esslona engineering responsibility solely for the design shown. The sut bility and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: ww,v.tpinst.org;SBCA:www.sbcindustry.com;ICC:wNvr.iccsafe.orq Job Number: 18-2367R Ply: 1 SEAN:586850 /T8 GAEL Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1056.32027 Truss Label: L02 Page 1 of 2 KD / WHK 10/10/2018 1 22'999"12112 4T1'9"1 94'T'2' I 17 G` 12 10 17 0I3/ #3X4 sd )2%4 E, T 1461: i1 1296 443X4 'J 1306w W 2"'2274 1 61"--4.1 4 4'T' I 4'r7" I 97 I (NNL) I-5, Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.005 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.010 D 999 180 0 485 /- /- /- /189 /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.002 H - - 0* 158 /- /- /- /53 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.004 H - - W' 323 /- /- /- /107 /- Mean Height 18.56 ft Code/Misc Criteria CreepFactor.2.0 Wind reactions based on MWFRS NCBCLL:10.00 TCDL:5.0 psf O Brg Width=2.7 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.524 0 Brg Width=26.3 Min Req=- Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.115 W Brg Width=33.0 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.195 Bearings O,O,&J are a rigid surface. Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Web Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 Webs Tens.Comp. Lumber Wind B-O 193 -483 Top chord 2x4 SP#2 Wind loads and reactions based on MWFRS. Bot chord 2x6 SP#2 End verticals not exposed to wind pressure. Maximum Gable Forces Per Ply(lbs) Webs 2x4 SP#3 :Stack Chord SC1 2x4 SP#2: Gables Tens.Comp. Gables Tens. Comp. Bracing U-G 155 -419 J-U 150 -410 (a)Continuous lateral restraint equally spaced on member. Special Loads ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 66 plf at 0.00 to 66 plf at 9.17 BC:From 20 plf at 0.00 to 20 plf at 3.96 BC:From 10 Of at 3.96 to 10 plf at 4.88 BC:From 59 lb Conc.Load at 3f at 896,4.88 to 20 p1f at 9.17 `� tnwln19Nq�r ry4 T`'1µ1mJ`I frtH,• '1 ' Plating Notes ��}r"•�.....•••.. ..�/,ys' All plates are 2X4 except as noted. !�1 e• \GE Se e• L Loading �� Truss designed to support 2-0-0 top chord outlookers > : Q. 08,1 and cladding load not to exceed 2.30 PSF one face s and 24.0"span opposite face.Top chord must not be i : .- cut or notched,unless specified otherwise. V - if Purlins AS; S •T - :•�QF In lieu of structural panels use purlins to brace TC @ 41Xi!: .ee p� -, '..4 24"oc. (` �•••...,..•-•• GZ�!: COA a S tivaminom .�'f 10 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o'therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, /1111 as applicable. Applplates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. ALPINE- 'Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN OW truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa_ge6750 Forum Drive listing this drawing indicates acceptance of protessionaT engineering responsibility solely for the design shown. The su bility Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:wnvw.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586850 /T8 GABL Gust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1056.32027 Truss Label: L02 Page 2 of 2 KD / WHK 10/10/2018 Additional Notes See DWGS A16030ENC101014&GBLLETIN0118 for gable wind bracing and other requirements. Stacked top chord must NOT be notched or cut in area(NNL).Dropped top chord braced at 24"oc intervals.Attach stacked top chord(SC)to dropped top chord in notchable area using 3x4 tie-plates 24" oc.Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 12-4-9. µtftatmraf+u iff°4° .... . 4-4;14) 0.708.1 - � : _ * ,ot SAT ; O 1441 = rr COAffa•Sisr ielONAI, N Iron 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 510, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of proTessionaT engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orp Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEAN:586399 /T24 MONO Gust:R215 JRef: 1Wf12150001 CLINE Qty: 5 FROM:CDM DrwNo: 283.18.1056.40090 Truss Label: MO1 KD / WHK 10/10/2018 4'0"122'12 l'' 4'0"12 21 4 1112X3,- T A T I gy 613 1 Biu 1 ED 1112X6 2X4(A1)2 TY J Y 4' 4,0"12 FI 4'0"12 PI Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA A 174 /- /- /115 /41 /53 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 E - - D 169 /- /- /117 /67 /- Des Ld: 40.00 FSP:C Kzt:NA HORZ(TL): 0.003 E - - Wind reactions based on MWFRS Mean Height 15.00 ft Code/Misc Criteria Creep Factor:2.0 A Brg Width=4.0 Min Req= 1.5 NCBCLL:10.00 TCDL:5.0 psf D Brg Width=- Min Req=- Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.155 P Bearing A is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.125 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.104 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 1-11-12. • ••I : r o. 08.1 = • S 1 . 7� i • _ t• S •1% O Q r tom coa14,SPis ` imaminstwoo ONAl. � 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for,pelateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 010, as applicable. Applplates to each face ofptruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the „t1,r,1,mw,1y truss in conformance with ANSI/TPI 1,or for handing,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:wv✓w.sbcindustry.com;ICC: www.iccsafe.orp Job Number: 18-2367R Ply: I SEQN:586846 /T43 MONO Gust:R215 JRef: 1Wf12150001 CLINE Qty: 2 FROM:CDM DrwNo: 283.18.1056.42140 Truss Label: M03 KD / WHK 10/10/2018 12 4 Li 1112X B A T PI T I:I 613 I IIVIIIIIIIII:� i ► C 1112X4 2X4(A1) 1/ 1'6" 1'8"12 { 1'8"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA A 81 /- /- /52 /15 /21 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.000 C - - C 59 /- /- /41 /26 /- EXP:C Kzt:NA HORZ(TL):0.000 C - - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height:15.00 ft NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 A Brg Width=6.2 Min Req= 1.5 C Brg Width=- Min Req=- Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.024 P Bearing A is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.018 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.031 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 1-1-12. oitint`1` H r,,,, `9�' t yir,. ,#''' `cb.. ......,!``, ,% t4a '\.;off\(', -.\SF.• 0 f •? o.708.1 A,,o • S •T ; O ;� � r� t:ii‹,.•..p, c coAVONAI.EN, 'ar.. rw 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling.,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A,,,p, ,y,N, truss in conformance with ANSI/T 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of tarotessiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPISuite 305 1 Sec.2. Orlando FL,32821 For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586848 /T42 MONO Cust:R215 JRef: 1Wf12150001 CLINE Qty: 2 FROM:CDM DrwNo: 283.18.1056.44710 Truss Label: M04 KD / WHK 10/10/2018 12 4 L 1112X B A T P � �� I:� IWilimilliM■i 1 C 2X4(A1) 1112X4 "1 1'8"12 iH 1'8'12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or`=PLP TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA C' 93 /- /- /62 /27 /14 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.000 C - - C Brg Width=18.0 Min Req=- NCBCLL:10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor.2.0 Bearing A is a rigid surface. TCDL:5.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.025 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.019 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.032 Loc.from endwall:Any FT/RT:20(0)/10(0) I GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 1-1-12. f _ o. 08. 1 >k ' t S •T ; O i ' . Q _ COA 4 /ONA% -___.,`-'00 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the w„s eormr„ truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineeringresponsiblli solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Orlandou0 FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586830 /T4 VAL Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1056.48113 Truss Label: V01 KD / WHK 10/10/2018 3'1"5 ` 7'1"5 I 11'1"5 I 14'2"10 3'1"5 4' 4' 3'1"5 .4X4 C T 12 ,n 10 Hits 1112 D4 I =3A4(Dt) . =3X4(DE) H G F 1112X4 1112X4 012X4 I- 14'2"10 3'1"54' 4' 3'1"5 3'1"5 ' 7'1 "5 11'1"5 14'210 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.001 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.003 F 999 180 E' 85 /- 1- /48 /22 /16 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 B - - Wind reactions based on MWFRS EXP:C Kzt NA Des Ld: 40.00 Mean Hei ht:15.00 ft HORZ(TL):0.003 B - - E Brg Width=170 Min Req=- NCBCLL:10.00 g Code/Misc Criteria Creep Factor.2.0 Bearing A is a rigid surface. TCDL:5.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.264 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.114 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.119 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 5-11-5. otsumfitiorumwoo 7 i i, • k. ;,.,: o.los.l - .4 t• S T � O :y COAae/ON Al.EN,. 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installinand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fg,safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u TW .. 1 truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of prooessional engineering responsibility solely for the design shown. The suitability and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:586831 /T26 VAL Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1056.52853 Truss Label: V02 KD / WHK 10/10/2018 2'391 I 6'3'11 I 10'3"11 , 12'7"6 2'3"11 4' 4' 2'3"11 4X4 C 41111 ),\k(4 10 Nin 'n D 3X4(07) 4(01) Asmi.' rI =E -er H G F 1112X4 1112X4 1112X4 I 12'7"6 I 2311 I 4' I 4' I 2311 I 2'3"11 6'3"11 10'3"11 12'7'6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.001 H 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.001 C 999 180 E" 85 /- /- /48 /22 /16 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 B - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C Kzt NA - ---_ HORZ(TL): 0.002 B - - E Brg Width=151 Min Req=- Mean Height 15.00 ft Code/Misc Criteria Creep Factor:2.0 Bearing A is a rigid surface. NCBCLL:10.00 TCDL:5.0 psf Soffit: 2.00BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.220 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.117 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.082 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 5-3-5. otinisiftilummva lirHqy L'.%, .. g ,y sr.\j,GE sk,. i- . i if . ,•off S T . 0 1� i COA ION A. c�`G` 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary _ bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngid ceiling. Locations shown for permanent lateral restraint of webs shall have braciing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates o each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE" NEdrawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,Wa,r truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page., 6750 Forum Drive listing this drawing,indicates acceptance of progessionat engineering responsibility solely for the design shown. The suit bility Suite 305 and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586832 /T27 VAL Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1056.54550 Truss Label: V03 KD / WHK 10/10/2018 I 1662 I 5'6"2 I ss2 I 1103 16"2 4' 4' 16"2 m4X4 C 12 16 V r a 1112x4 11!28X4 D 3X4(D1) 3X4(D1) e,J L A./r■l ■ IL ii H G F lll2x4 l0 2x4 1112x4 I 11'0"3 —I I 1 6"2 1 4' I 4 i 1'6'2 1'6 2 5'6"2 9'6"2 11'0"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.001 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.001 C 999 180 E* 85 /- /- /48 /22 /15 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - Wind reactions based on MWFRS EXP:C Kzt:NA HORZ(TL):0.002 B - - E Brg Width=132 Min Req=- Des Ld: 40.00 Mean Height 15.00 ft NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 Bearing A is a rigid surface. Soffit 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.229 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.120 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.093 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 4-7-5. o..gl{Miillip/r oo �f� ` SPG....5 k,� tr, I o. 08.1 s i* I if: - i ,,Qt S AT • 0 • :'wQ�F filliS•7„:•..A. , ...% ...• ..g. COA 4 4 81. a``ilt' 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing_and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted Ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached ngid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Applplates to each faceof truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the N4I1W COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page end these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinstorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:586833 /T32 VAL Gust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1056.58380 Truss Label: VO4 KD / WHK 10/10/2018 I 4'8"8 I 9 5" I 4'8"8 4'8"8 =4X4 B 11 12 10 / N a) =3X4(D1)I =3X4(D1) A� ■ C ea p ■ D III2X4 95„ __-I I 4'8"8 I 4'8"8 I 4'8"8 9'5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.009 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.019 D 999 180 C* 84 /- /- /47 /21 /15 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.006 D - - Wind reactions based on MWFRS EXP:C Kzt:NA HORZ L 0.012 D - - C Brg Width=113 Min Req Des IA: 40.00 Mean Height:15.00 ft � ) NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:2.0 Bearing A is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.325 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.267 Maximum Web Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.142 Webs Tens.Comp. Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) B-D 321 -495 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 3-11-5. loomittiarmuook -G . k1I. /..-t%.:I:k .. = p.70$•1 x • •1 s ,�t S •T ; O ..4t-I. sliziti-f. %.*; * -t:‘ o• COA ION AL 40 liakfteniessisrP- 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)ror safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the OW COMPANY truss in conformance with ANSI/TPI 1, or for handling,shipping,installation and bracim ng of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of rofessional engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more infomiahon see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.ipinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586834 /T33 VAL Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1057.02950 Truss Label: V05 KD / WHK 10/10/2018 3'10'147'913 7'9"13 3'10"14 3'10"14 =4X4 B 12 01hh. ..P 41 ,o in in 3X4(D1) \4(D1) A� ■ �C 1 .4D 1112X4 7'9"13 3'10"14 _I 3'10"14 3'10'14 7'9"13 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.005 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.011 D 999 180 C* 84 /- /- /47 /21 /15 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 D - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.007 D - - C Brg Width=93.8 Min Req=- NCBCLL:10.00 Mean Height 15.03 ft Code/Misc Criteria Creep Factor:2.0 Bearing A is a rigid surface. TCDL:5.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.218 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.175 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.085 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 3-3-5. , 'ce 1sA rr,,.' 4�f. t O.708'1 * 72 ‘ . . r, • SAT ; 0 i I zt.if XX:%/I. A ...%.‘ .•. vp ,4" coA 4e►, 1ON AL E'•''''` 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or 810, as applicable. Appl plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building,Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,Wm, . truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, 6750 Forum Drive listing this drawing,indicates acceptance of roTessrona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: vnnw.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586835 /T36 VAL Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1057.04770 Truss Label: VO6 KD / WHK 10/10/2018 3'1"5 6'2"10 3'1"5 3'1"5 =4X4 B Ti4 �c 1 D II!2X4 I 6'2"10 H 3'1"5 3'1"5 3'1"5 I 6,2"10 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def JCSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.003 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.005 D 999 180 C* 84 /- /- /46 /20 /14 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 D - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.003 D - - C Brg Width=74.6 Min Req=- Mean Height 15.36 ft Code/Misc Criteria Creep Factor:2.0 Bearing A is a rigid surface. NCBCLL:10.00 TCDL:5.0 pet Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.133 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.102 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.052 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 2-7-5. 00,611 11"N otioh kItli F s' '.••\>OE SF.• C' • ii-V 4.70$.1 1 * i i : ' i ,at S T ; 0 • Q1 Nci....44...•.. . -t.:% ... COA$14,,Lanom IONA wooa� 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fen-safety practices pnor to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the K,m err truss in conformance with ANSI/-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page•, 6750 Forum Drive listing this drawing,indicates acceptance of pro esstonaT engineering responsibility solely for the design shown. The suitability Suite 305 and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.orq;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586836 /T38 VAL Cust:R215 JRef: 1 Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1057.09013 Truss Label: V07 KD / WHK 10/10/2018 2'3"11 476- 2,3"11 I 2,3"11 "I 4X4 B T12 10 17 �, Lo =3X4(D1) =3X4(D1) PPPPF 1112X4 1- 4'7"6 1 2,3"11I 2,3"11 2'3"11 476 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs),or.=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.001 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.002 D 999 180 C` 83 /- /- /45 /6 /14 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL):0.001 D - - C Brg Width=55.4 Min Req=- NCBCLL:10.00 Mean Height 15.69 ft Code/Misc Criteria Creep Factor:2.0 Bearing A is a rigid surface. TCDL:5.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.063 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.049 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.031 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 1-11-5. conanuanru JO i.r.e4i ,L�� •4 0,0E Sir ...,•.' Q I ; 0.708.1 .s * i I • a ,.,p$� SAT O • :'wQ1 Ilvt.:14.).A:%..... 1 -I ... ,*,/ CDA P442-10NAt�`p"'' %%momto 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing_and bracing. Refer to and follow the latest edition of BCSI(Building ComponentSafety Information,b TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary l bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 510, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ,,,,.COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of professlonar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: wnw.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:586837 /T39 VAL Gust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1057.12873 Truss Label: V08 KD / WHK 10/10/2018 L 1'6"2 _I 3'0"3 1'6"2 1'6"2 12 4X4 B T10 7 =3X4(D1) P =3X4(D1) r, it•I il,m► l - • D 1112X4 1 3'0"3 -I I_ 3'0"3 3'0"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSE) Def JCSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.000 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.001 D 999 180 C* 81 /- /- /42 /5 /12 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - Wind reactions based on MWFRS EXP:C Kzt:NA HORZ TL 0.000 D - - C Brg Width=36.2 Min Req=- Des Ld: 40.00 Mean Height:16.03 ft ( ) BearingA is rigid surface. NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 a Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.023 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.015 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.016 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL1 60101014 for valley details. The overall height of this truss excluding overhang is 1-3-5. twNnMIUlHl,u r tv1► 4,40 vikH. & _:-;.. � GE s....1.., ••fc =, o.708,1 112 ilt i � S .T ' O : Q f �Dr< cam A •; . -t N ..`* etps COA AONAi ;V 110/110/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing_and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary /A•bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the g„�CpaAW( truss in conformance with ANSI/TPI 1,or for handling,shiN,ppingg,installation and bracing of trussesA seal on this drawing or cover pagge6750 Forum Drive listing this drawing,indicates acceptance of professional engineenn responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPISuite 305 1 Sec.2. Orlando FL,32821 • For more information see this lob's general notes page and these web sites:ALPINE:wJ,w.alpineitw.com;TPI:www.tpinst.orq:SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R Ply: 2 SEQN:588207 /T41 MONO Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1115.39497 Truss Label: M02 KD / WHK 10/10/2018 L 5 5 2 Complete Trusses Required 4'5'6 ! 8'10.12 024 4'5'8 4'8'6 3'8 04X106«) 12 10 M24(4/ A N !`.I 1 - r - F E 112X4 =4X8 112X8 r 07'4 i 4'S'6 4'5'6 I• 4'55 + 8'10"12 14,8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl Ll# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.015 B 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.029 B 999 180 G 1477 /- /- /27 1- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 B - - D 1791 /- /- /75 /- /- Des Ld: 40.00 EXP:C Kzt NA HORZ(TL): 0.023 B - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:19.14 ft Code/Misc Criteria Creep Factor:2.0 G Erg Width=6.3 Min Req= 1.5 TCDL:5.0 psf D Br Width=3.0 Min Req3.0 Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.293 g = Bearings G&D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.409 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.464 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 7 -558 B-C 17 -581 Lumber Maximum Web Forces Per Ply(lbs) Top chord 2x4 SP#2 Bot chord 2x6 SP#2 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP#3 A-G 20 -556 F-C 906 0 :Rt Bearing Leg 2x4 SP#3: A-F 426 0 C-D 378 -690 Nailnote Nail Schedule:0.128"x3",min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 5.25"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) pnwr„UMkri11 TC:From 66 plf at 0.00 to 66 plf at 9.19 1�'044.. ` �rrhi BC:From 10 plf at 0.00 to 10 plf at 8.90 R H. 4�y�r, BC: 514 lb Conc.Load at 1.58,3.15,5.15,6.71 .1 r`.••••••.••1/� hri 8.71 4_,V"..•.GE SF. /0`, •' Plating Notes , '• (++)-This plate works for both joints covered. : U.708. Z s • Wind = * , • Wind loads and reactions based on MWFRS. _ Left end vertical not exposed to wind pressure. � •S •T % 0 Q s • • :mow Additional Notes 9r#c 4.4 * _t, • ' The overall height of this truss excluding overhang is <(` •'•• .,,,••••'••t.� 9-„-10. SS ONAI %% COA R 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,Wm,, ONAWf truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro esslonal engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:588174 /T10 MONO Cust:R215 JRef: 1Wf12150001 CLINE Qty: 5 FROM:CDM DrwNo: 283.18.1057.27433 Truss Label: G03 KD / WHK 10/10/2018 se12 ere m11•e , z F .Z".'2 + z4,o + :go + zrle �r T i I G / �2X w< ,o 2 , I -,K.,]X12 Or 2 1JXC/I -I :lK K /2X4 r 11712 1 „ ztOo I z8lI zr5 I 16n11+9 - Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.027 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.060 C 999 180 K 514 I- /- /320 /- /320 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 C - - F 489 /- /- /491 /210 /- Des Ld: 40.00 EXP:C Krt:NA HORZ(TL): 0.052 C - - Wind reactions based on MWFRS Mean Height:18.81 ft Code/Misc Criteria CreepFactor:2.0 K Brg Width=- Min Req=- NCBCLL:10.00 TCDL:5.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.078 F Brg Width=- Min Req=- Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std:2014 Max BC CSI: 0.288 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.350 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 571 -923 C-D 470 -838 Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 B-C 740-1195 D-E 575 -803 Lumber Top chord 2x6 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W1 2x6 SP#2: K-J 96 -489 I-H 1204 -1088 :Rt Bearing Leg 2x4 SP#3: J-I 1019-1108 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(lbs) member design. Webs Tens.Comp. Webs Tens. Comp. Right end vertical not exposed to wind pressure. A-K 263 -387 H-E 955 -825 A-J 916 -546 E-F 656 -647 Additional Notes Shim all supports to solid bearing. The overall height of this truss excluding overhang is 10-5-14. .„p{Mit11M1IrNryrlfr plA Ft "17 > ro.los.1 • 'x • - •k. • _ ,Q•t S T � O • • • Q Itsi RFs •� ••",•'••4` 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracingiper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mrivicogtw truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of rofessional engineering responsibility solely for the desi n shown. The suitability ANSI/TPI use of this drawing for any structure is the responsibility of the Building Designer per 1 S305 andogec.2. SuiteOFL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinstorq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Job Number: 18-2367R Ply: 1 SEAN:588190 /T11 MONO Gust:R215 JRef: 1Wf12150001 CLINE Qty: 10 FROM:CDM DrwNo: 283.18.1057.33640 Truss Label: 001 KD / WHK 10/10/2018 raw S1;1 S',< 11'5'8 Vr I rano I zlae l ze-,o I zrla lab ,ax„F T i M2.21 ap iirilIK.4. ' N /rX, L .3IIG1e,) as Tr tt54 2,'2 = 2610 77 ,,,_! raY< I Stt"d BT'1< I tt 5'11 'u1 9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSP) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.047 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.095 D 999 180 A 564 /- /- /500 /172 /331 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.038 D - - G 803 /- /- /919 /207 /- Des Ld: 40.00 EXP:C Kzt NA HORZ(TL): 0.073 D - - Wind reactions based on MWFRS Mean Height:18.59 ft A Brg Width=6.2 Min Req1.5 NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:2.0 = Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.237 G Brg Width=- Min Req=- Bearing A is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist h to 2h TPI Std: 2014 Max BC CSI: 0.476 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.653 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 B-C 562-1351 D-E 459 -163 Lumber C-D 718-1826 E-F 565 -185. Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3:W1 2x6 SP#2: Chords Tens.Comp. Chords Tens. Comp. :Rt Bearing Leg 2x4 SP#3: A-L 598 -588 K-J 1503 -1075 Special Loads L-K 443 -592 J-I 1896 -1066 --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply(lbs) TC:From 26 plf at 0.00 to 26 plf at 11.75 BC:From 40 plf at 0.00 to 40 plf at 0.98 Webs Tens.Comp. Webs Tens. Comp. BC:From 45 plf at 0.98 to 45 plf at 11.46 B-L 327 -470 E-I 176 537 TC: 550 lb Conc.Load at 8.80 B-K 891 -409 I-F 1930 -811 Wind D-I 461 -346 F-G 703 -1215 Wind loads based on MWFRS with additional C&C member design. oµrytaiiiiprfmr Right end vertical not exposed to wind pressure4:46.tit H 'ito_/ (� r,, Left cantilever is exposed to wind ••••••7".;l Af ,� • 1 Additional Notes y?a��.i�.••••�GE \Sk'•.•0 The maximum horizontal reaction is 535# •; Shim all supports to solid bearing. I Q 708 1• s The overall height of this truss excluding overhang is 2 • 10-5-14. * i i : ' II WIND LOAD CASE MODIFIED! • S •T d • ` Q`f • sit(%,,.p, , •• <(,, 0 a . -• .s .••.,,... ,G) , isONAa_ COA now- 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN INICONAWY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of pro esstona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:w,vw.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367R Ply: 2 SEQN:588186 /T9 MONO Gust:R215 JRef: 1Wf12150001 CLINE Qty: 18 FROM:CDM DrwNo: 283.18.1057.47103 • Truss Label: G02 KD / WHK 10/10/2018 I S s 2 Complete Trusses Required -,a. I .*," I 2710 it ",r Z; ir: f _a., 17 „c. -- A ����I :g. sn I . I r,< ,+2. I -g Ic ,n3 w,. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.039 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.089 D 999 180 A 1366 /- /- /1082 /319 /331 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.031 D - - G 1403 /- /- /1520 /409 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.068 D - - Wind reactions based on MWFRS Mean Height 18.59 ft Code/Misc Criteria Creep Factor:2.0 A Brg Width=6.2 Min Req= 1.5 NCBCLL:10.00 TCDL:5.0 psf G Brg Width=- Min Req=- Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.223 Bearing A is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist h to 2h TPI Std: 2014 Max BC CSI: 0.540 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CS!: 0.600 Members not listed have forces less than 375# P 9 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 103 -420 D-E 425 -1468 Lumber Additional Notes B-C 366-1396 E-F 450 -1661 C-D 492-1674 Top chord 2x6 SP#2 The maximum horizontal reaction is 537# Bot chord 2x4 SP#2 Shim all supports to solid bearing. Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3:W1 2x6 SP#2: :Rt Bearing Leg 2x4 SP#3: The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. 10-5-14. Nailnote WIND LOAD CASE MODIFIED! K-L 546 -53 J-I 1632 -533 K-J 1294 -537 Nail Schedule:0.128"x3",min.nails Top Chord:1 Row @ 9.75"o.c. Bot Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. B-L 164 -510 I-F 1683 448 B-K 836 -225 F-G 388 -999 Special Loads E-I 159 -508 --(LumbTC:Fromer 208plfat-1 25/Plate 0.00 to 1464plf at-1 8.92 �i Mfn,okNrFo TC:From 66 plf at 8.92 to 66 plf at 11.75BC:From 20 lf at 0.98 ,1i H. 4 y'i�, BC:From 25 plf at 0.98 to 25 lf at 0.00 to 20 plf at 11.46 `trees^C •�c`1/4/ IS:, TC: 550 lb Conc.Load at 8.66 ��` VG ` •[ • •` .: Wind Q Wind loads based on MWFRS with additional C&C i : o.708.1 s member design. I * i • i • Right end vertical not exposed to wind pressure. : • Left cantilever is exposed to wind ,Q% S •T % 0 / Q \-ir'1.... li -I. ... COA S ONAI 0 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN IIW[WWItruss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page _ 6750 Forum Drive listing this drawing indicates acceptance of essiona engineering responsibility solely for the design shown. The suitability and use of this drproawing for any structure is the responsibility of the Building Designer per ASuite 305 NSI/TPI 1 Sec.2. Orlando 30 FL,32821 • For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R Ply: 4 SEQN:588197 /T23 FLAT Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1114.42190 Truss Label: FT2 Page 1 of 2 KD / WHK 10/10/2018 s - 5 4 Complete Trusses Required f' 3711I 111 8 3'1"3 F 6'6"1 II 9'5"8II 12'4"11I5 15'4" 18'3" 2 21'1"4 23'10"11 26'8" 29'5"10 32'3" 35'0"10 37'10"1 40'7"9 43'5" _ 46'4" '8 2'11"7 2'11"7 2'11"7 2'11"/ 2'11"1 29"81 2'9"8' 2'9"81 29"81 2'9"81 2'9"8! 2'9"8' 2'9"81 29"8' 2,11"4 5X10 =4X5 =6X6 =H1014 1112X4 =6X8 =6X12 1112X4 =6X6 w5X6('**) =4X6 4X8= =4X10 ¢TT A B C D E F G H I J K L M N O P QII T t2 WAI \�-S -Na � W7 15W1/ �"� • /� I '�I% 2rtt 9"9G ' Y Y Y Y AH AG AF AE AD AC ^AB AA Z Y X W V U T S qJ R =4X8() =3X5 =1010 =5X5 =6X6 =6X12 =1010 =8X12 =8X12 4X5 H1014 =4X5 =4X6 =4X8 =6X8 1113X10 1113X10 1" 18712 �j �j1 I I I 28'10"8 I I 1 ' '8 3'1"3 66'1 9'5,81 12'4"115 15'4"8 18'3"Y2 21184 23'1011 26'883 29'5$10 32'382 35'0"10 3710'1 40'79 43'5'' 46'4' ' 3611' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.343 W 979 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.690 W 487 180 Al 4370 /- /- /- /1512 /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.039 I - - AB 25144/- /- /- /7504 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.077 I - - AJ 10860/- /- /- /3156 /- Mean Height 23.49 ft Code/Misc Criteria Creep Factor.2.0 Wind reactions based on MWFRS NCBCLL:0.00 TCDL:5.0 psf Al Brg Width=5.0 Min Req=5.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.717 AB Brg Width=5.5 Min Req=4.8 Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.451 Spacing:24.0" C&C Dist a:4.64 ft Rep Factors Used:Yes Max Web CSI:0.985 AJ Brg Width=5.5 Min Req=2.2 9 Bearings Al,AB,&AJ are a rigid surface. Loc.from endwall:NA FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE,HS VIEW Ver.17.02.00.1013.16 Chords Tens.Comp. Chords Tens. Comi Lumber Plating Notes A-B 401 -1137 I-J 1219 -4272 Top chord 2x4 SP 2400f-2.0E All plates are 3X4 except as noted. B-C 463-1312 J-K 1219 -4272 Bot chord 2x8 SP 2400f-2.0E (**)1 plate(s)require special positioning.Refer to C-D 256 -759 K-L 1907 -6593 Webs 2x4 SP#3:W14 2x4 SP 2400f-2.0E: scaled plate plot details for special positioning D-E 1394 -324 L-M 2193 -7523 :W15,W16,W18,W32 2x4 SP#2: requirements. E-F 4269-1231 M-N 2366 -8108 :Lt Bearing Leg 2x6 SP#2: F-G 7289-2179 N-0 2200 -7539 Nailnote Wind G-H 7289-2179 0-P 1680 -5730 Nail Schedule:0.128"x3",min.nails Wind loads and reactions based on MWFRS. H-I 2774 -844 P-10 988 -3370 Top Chord:1 Row @12.00"o.c. Right end vertical not exposed to wind pressure. Bot Chord:2 Rows @ 4.00"o.c.(Each Row) Maximum Bot Chord Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Chords Tens.Comp. Chords Tens. Comp. Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row AG-AF 1161 -412 Z-Y 898 -226 to avoid splitting. AF-AE 1264 -447 Y-X 6369 -1843 In addition,apply(1)0.22"-0.25"min/max dia.X 6.0" Kinantlatrruq,rf' AE-AD 585 -203 X-W 7432 -2167 length wood screw at each joint location. _ ■ u• i„y AD-AC 409-1674 W-V 8052 -2352 Special Loads �` _dill' AC-AB 1318-4554 V-U 7604 -9�9 ``y T` '1 �y AB-AA 975-3224 U-T 5926 -1738 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) .i....Y..•y�tj., • s`�••.,Vt-- !� AA-Z 898 -226 T-S 3622 -1065 TC:From 60 plf at 0.00 to 60 plf at 46.35 i.44' � f BC:From 20 plf at 0.46 to 20 plf at 46.35 • Maximum Web Forces Perlbs BC:1292 lb Conc.Load at 0.65 j 4 708 i z ) BC:1892 lb Conc.Load at 2.71,7.71 >t i Ply(ebs Tens. Comp. Webs Tens. Comp. BC: 489 lb Conc.Load at 4.21,6.21 r * = A-Al 431 -135 I-Y 4010 -1177 BC:1605 lb Conc.Load at 9.77,18.90,28.02,37.15 a A-AG 1218 -428 Y-K 752 -2534 45.60 S` •T T . 0 • Al-A 387-1103 K-X 1385 -395 BC:2807 lb Conc.Load at 11.71,16.83,20.90,26.02 la i 30.02,35.15,39.15,44.27 : ••`kr, ,.. Al-AH 431 -135 X-L 319 -1039 •..PL' • •• v .. C-AE 230 -668 L-W 564 -156 Purlins 4••'•.•'4 _1�0* ..# AE-D 1106 -328 W-M 195 -658 ed., ....,•... The TC of this truss shall be braced with attached Sri V S6-8/ON AL CN ` D-AD 634-2022 V-N 618 -176 spans at 24"oc in lieu of structural sheathing. COA#0 taaa� AD-E 1758 -522 N-U 132 -400 -marnMrr W- E-AC 988-3218 U-0 1980 -567 10/10/2018 AC-F 1802 -539 0-T 363 -1209 F-AB 1019-3299 T-P 2586 -754 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for'Permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face_oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,w WI COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of prefessional engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 4 SEQN:588197 /T23 FLAT Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1114.42190 Truss Label: FT2 Page 2 of 2 KD / WHK 10/10/2018 Additional Notes AB-H 1450-4902 P-S 474 -1554 (***)20 gage metal shim required between chord H-AA 2781 -807 S-Q 3983 -1167 ends to distribute axial forces at joint.See DRWG AA-I 1290-4348 Q-R 645 -2173 RIGINSRT1014 for more information. 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*A reaction exceeds 20000 lbs. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 2-2-11. .UUtalnuprrn uot � ';••.••VICE SF •• 0 I Vic i i . A'. S .j ; 0 Q .,,,,a,„,.i:,:,A".111,0';‘. coo#� / "�, 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or 1810, ./ \as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawing,apy failure to build the µ,ty,COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page5 Orlando30te 30 6750 Forum Drive listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. SuiuiFL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R Ply: 2 SEQN:588203 /T12 COMN Cust:R215 JRef: 1Wf12150001 CLINE Qty: 2 FROM:CDM DrwNo: 283.18.1115.15457 Truss Label: B03 KD / WHK 10/10/2018 I 5 _5 2 Complete Trusses Required TO•td 8.2.5 1 13'58 1 15181 18.8.11 1 2310.2 1 2511• I TO'14 519 53'9 258 T10.11 519 3520 14x5 D I 0 gJtg BSRs)-a�I • ` N imm M L K J =]X5(1) 12x0 =3X4 =8X8 =8X6 =3X4 112114 - =1) 1 2510'8 1 ]0.14 519 503 258 2'10'11 5.19 50.14 1 3010 i 52.5 ! 13.5.6 1 1510•I 158.11 23.10'2 I 2511 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.090 K 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.182 K 999 180 A 2682 /- /- /670 /852 /348 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 C - - H 3322 /- /- /670 /1035 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.059 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:28.37 ft TCDL:5.0 psf Code/Misc Criteria Creep Factor:2.0 A Brg Width=5.5 Min Req= 1.6 H BrgWidth=5.5 Min Req2.0 Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.331 = Bearings A&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std:2014 Max BC CSI: 0.716 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.714 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Com{ GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 597-1865 E-F 659 -21t Lumber Additional Notes B C 574-1811 F-G 704 -226._ C-D 521 -1659 G-H 704 -2248 Top chord 2x6 SP#2:T2,T3 2x4 SP#2: The overall height of this truss excluding overhang is D-E 486-1595 Bot chord 2x6 SP#2 11-10-15. Webs 2x4 SP#3 WARNING!This truss is not symmetric,but its exterior Maximum Bot Chord Forces Per Ply(lbs) Bracing geometry makes erection error more probable. Chords Tens.Comp. Chords Tens. Comp. It is imperative that this truss be installed properly. (a)Continuous lateral restraint equally spaced on A-N 1383 -438 K-J 1686 -511 member. N-M 1381 -436 J-I 1650 -511 Nailnote M-L 1343 -414 I-H 1655 -514 L-K 1579 -472 Nail Schedule:0.128"x3",min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row ©9.25"o.c. Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. �41M1Mtr1llfffili"r4 DL_E 1473 ;517 E-K 1745 489 - 464 Special Loads ` l A I. /cos''',y -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) � j. s••• //� TC:From 66 plf at 0.00 to 66 plf at 26.921 .e E ' F • �, '� BC:From 20 plf at 0.00 to 20 plf at 8.50 e•� • S. i • BC:From 60 plf at 8.50 to 60 plf at 10.58 e' BC:From 20 plf at 10.58 to 20 plf at 26.92 f . O. 08.1 BC:3605 lb Conc.Load at 15.83 : x Loading ` * ; a E Truss passed check for 20 psf additional bottom T` S •T : Q Q chord live load in areas with 42"-high x 24"-wide 06"....p. .t� clearance. ' t , • d• V Wind It` •*•.••o•••'• Wind loads based on MWFRS. COA# %VOrua► , 10/10/2018 , **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the k,m,,COMPANY truss in conformance with ANSIiI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of prooesstonaf engineerinresponsibility solely for the design shown. The suiMbiIity and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Oulando FL,32821 For more information see this job's general notes page and these web sites:ALPINE. www.alpineitw.com;TPI:www.tpinstorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Gable Stud Reinfc, s_.>ment Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or. 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or. 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1,00 2x4 Brace CI) 1x4 'L' Brace ill (1) 2x4 'L' Brace ill <2) 2x4 'L' Brace w5 (1) 2x6 'L' Brace ill (2) 2x6 'L' Brace liar Bracing Group Species and Grades. Gable Vertical No - Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group AI S - Spruce-Pine-Fir Hem-Fir [- #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' #1 / #2 Standard #2 Stud <- r #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' *3 Stud M3 Standard O u Stud 3' 6' S' 4' S' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' I�FStandard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' Douglas Fir-Larch Southern Plne:rel Q1 #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' 113 k3 J SP #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' Stud Stud Standard Standard d• -(U C IL #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' 10' 10' 13' 8' 14' 0' DFL Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' 10' 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' Group B• U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' Hem-Fir -P _ S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' 111 l Btr 411 H F Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' W O f l Stnndnrd 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12' 8' 14' 0' 14' 0' Douglas Fir-Larch Southern Plner=H #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' #1 #1 SP #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #2 #2 #3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). QJ •--I D F L Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' ea.IwFor 1x4 So. Pine use only Industrial 55 or Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d SPF #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes' U HF Stud 4' 5' 7' 7' 8' 1' ' 9' 2' 9' 6' 10' 11' 11' 5' , 14' 0' _ 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. OStandard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10' 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' Provide uplift connections for 135 plf over X #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psF TC Dead Load). d S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' II' 6' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. e—I DFL Stud 4' 6' 6' 10' 7' 3' , 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' _ 11' 5' 12' 8' _ 13' 7' 14' 0' 14' 0' Symon Attach 'L' braces with 10d (0.128'x3.0' min) nails. About able Truss * )1( For (1) 'L' bracer space nails at 2' os. t, t, �r` in IB' end zonas sad space ails ata zones, i Diagonal brace option. -f- a18C2)end,zonesennd 6ocnbetweenat 3' o.c. zones. vertical length may be ^,� doubled when diagonal 18' xill 'L' bracing must be a minimum of 80% of web brace Is used, Connect L 4f� member length. diagonal brace for 690# I 'L' • , at each end. Max web Br ce Gable Vertical Plate Sizes total length is 14'. �--�,. )IE31E ,,•1114r11110140h Vertical lengthNo Splice 2x6 DF-L #2 orLess than 4' 0' 2X4 better diagonal r Greater than 4' 0', butbracer single less than 12' 0' 4X4 Vertical length shown 18' a •In table above. 1 or double cut I'' 45' (osshown) nt L_ 1 �-I `' 1 ' - . + Refer to common truss design for / upperend. C Q 11 ■_ • w r' .' _ ir peak, splice, and heel plates. .4 • e / / / / �o. I� • fie• e • ./ / Refer to the Building Designer for conditions Connect dlagonn at I� ••• _ • • not addressed by this detail. midpoint of vertical web. Refer • to chart .,.ove for m'x gable .c. en! wwVARimrla READ AND FELLOW ALL NOTES ON THIS DRAVB*B S 0. lig' REF ASCE7-10-GAB16030 ...IMPORTANT..FURNISH THIS BRAVING TO ALL CI3NMACTURS INCLUDING THE INSTALLERS • . Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refe t nd� • DATE 10/01/14 follow the latest edition of BM(Bu0.dhg Component Safety Information,by TPI and SBCA)fo y e Unless prior to performing'these funetbns. Installers shall provide terpornry bracing pe BCS. a f ' '.less noted otherwise,top chord shall have properly attached structural sheathing and bot n hors S AT = DRWG A16030ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint iki • i .7 IT ,L=1 � ��f� II shall have ndbracingponi Installed per SCSI sections 03,H7 or Det,as uniemo o Applyplates'to ea FlRV�w .P •�•• Cy. Xi O IIIIlll1111111\\\\\VVVVVVI IIII Re truss and position os shown above nd on the, he Joint Details,unless noted otherwise. �� 4.c Refer to drawings 160A-Z for standard plate poslilons. Alpine, division of ITV Building Components Group Inc.shalt not be responsible for any devi tlo r \•" f '•1` .• AN ITWCOMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipph .e ••...,,ew.•• ci� MAX, TOT. LD. 60 PSF Installation 6 bracing of trusses. A seal on this drawing v page listing this drawing,indicates acceptance of professional /'� Riverporl Drive engineering responsibility solely for the design shown. The suitability and use of this deeming NZPON A� •'‘...,6004F- 13723 Suite 200 for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect. �f .....t Maryland Heights,MO 63043 For more information see this Job's general notes page and these web sites. �Mrg1M•wt ..aMAX. SPACING 24.0' ALPINE'wwr.alpineite.cemr TP1,www.ipinst.orgi SECA,www.sbclndustry.orgi ICC.www.iccsafe.org (' 1A}(l1J tiR/2018 Goole ietall For Let-in Verticals Gable Truss Plate Sizes About CO Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs, rp., )Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a I I ''.. : single plate that covers the total area of the overlapped plates to span the web. Gable vertical © Examples 2X4 © © Length typ, 2X4 Ili d 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member \\(;) I!lid © Toe-null 1 - Or - J( End-nail a , © O To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' increase by length (based on appropriate Alpine gable detail), Attach each 'T' reinforcing member with End Driven Nails Maximum allowable 'T' reinforced gable vertical l0d Common (0,148'x 3.',min) Nails at 4' o,c. plus length is 14' from top to bottom chord, (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, RI•Id Shenthln. Toenniled Nails specie, and grade of the 'L' reinforcing member. 10d Common (0.148'x3',mln) Toenails at 4' o.c, plus Web Length Increase w/ "Tw Brace i 4 Nail rl �� (4) toenails In the top and bottom chords, 9 'T' Reinf. T. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Relnforcing wind load. Member 2x4 30 p 2x6 20 ASCE 7-05 Gable Detail Drawings Example.A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7 10 Wind Speed = 120 mph NailsGable A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 & ASCE 7-16 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' 0.0. A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC100118, A2003OENC100118, A20030END100118, A2003OPED100118, Maximum 'T' Reinforced Gable Vertical Length S11515ENC100118, S12015ENC100118, S14015ENC100118 '/ K /� 1.30 x 8' 7' = 11' 2' 518015ENC100118, 520015ENC100118, 520015END1li,•.W11$11001 g"4, 511530ENC100118, 512030ENC100118, 514030E Si300 irih �i 4 Nall Vl V� S18030ENC100118, S20030ENC100118, 520031.,••,. b�w!'ZQr-1 �}alpl 1J ��Gi =: See appropriate Alpine gable detail for ma 4Li•1/4h In (cjed g,6i6;v..0t . le!)gth. +- Gelling yl • 0 • i L . {$l1 • w s •eVARNINFJa READ AND FOLLOW ALL NOTES ON THIS DRAWING! .. REF LET-IN VERT swDIPORTANTww FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLER • w Trusses require extreme care h fabricating,handling,shipping,installing and bracing. Refe t ,,,• e follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo afetly. S AT w 0 DATE 01/02/2018 practices prior to performing these functions. Installers shall provide tenpornry bracing pe CSI. Z Unless noted otherwise,top chord shall have proper. attached structural sheathin and bot r i '� :;hall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint w % ,(� DRWG GBLLETIN0118 "1 I7 )E1 w , shall have bracing Installed per BCSI sections B3,B7 or B10,as applicable. Apply plates to enc • / t .e �(: ' I I O I\v' of truss and position as shown above and on the Joint Details,unless noted otherwise. ••• +tII." e�` Refer-to drawings 160A-Z for standard plate positions. ��,{�••wows'1 II. .F,j Alpine,a division of ITV Building Components Group Inc.shall not be responsible for any deviation v AN MN COMPANY this drawing any failure to build the truss In conformance with ANSI/TPI 1,or for handing,shipping installation&bracing of trusses. *�q S1QNAI.E p�� MAX, T❑T, LD, 60 PSF A seal on-this drawing or cover page listing tNs drawing,l dcntes acceptance of professional /pr,__�__10 �� 13723 Riv-•---'^•-ve engineering respons•Wty solely for the design shown The suitability and use of this dna=`-- "�w��l OUR. FAC, ANY Suite 200 for any structure Is the responsbiUty of the BuildingDesigner per ec2. _`()A#11018/20di ANSI/TPI I Sl 8 - Maryland /1063043 For more Information see this Job's general notes page and these web sites MAX. SPACING 24.0' ALPINE.www.alpineitw.comi TPIL www.tpinst.orgl SBCA,www.sbcindustry.orgl ICC.wwwJCcaC CLR Reinforcing Vernoer Suostitt, tion T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired, L-Reinf. ,• 1` Apply to either side of web narrow face, � Attach with 10d (0.128'x3,0',min) nails at 6' o.c, Reinforcing member is Notes: a minimum 80% of web member length. This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. .. For minimum alternative reinforcement, re-run design with appropriate X reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web, 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. MI Attach with 10d (0.128'x3,0',min) nails —_- 2x6 1 row 2x4 1-2x6 at 6' o,c, Reinforcing member is a 2x6 2 rows 2x6 2-2x4010 minimum 80% of' web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x64* Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. I 010 Center scab on wide face of web, Apply C1) scab to each face of web. I. .,,,.�fptNlflfgryeq" . `4�4 He 1%ri, ,, t'i D*RTAHT00 S DR VARKING/Ris READ m VIII A",LL��4r�ACTWS DELUDING THE INSTALLERS.ms DRAVDIGI 1'1 u. 08. ' 3 - L PSF REF CLR Subst, — Tru. req,.re extreme care h fabricating,handling, hipping,ins-tolling and bracbg. Refer o d Io , C DL PSF DATE 10/01/14 pnoct the horst edition of BCSI(Buildingefs. Component Int Safety Information,poosld. aby TPI and ocin for Y ,e! C/'—\\ nesses prior to pwise,top these all have Installers rs shad structural tot Che ngnand per CSI. shall noted properly a chordhalt ng. properly nf permanent lateral and bot chor4 S AT • 0 • BC DL PSF DRWG BRCLBSUB1014 .holt have o properly attached rigid ceiling. Location shown for permanent lateral restraint •• A. n t� i\ p i shall have bracing Installed per BCSI sections 63,B7 or BIO,as applicable. Apply plotss to roc 0 • , • L /j/4.ii O� NI I f truss nci posltlon as sham bove d on the Jdnt IMtaRs,untess noted otherwise. // /� e• �•(�'�/ BC LL PSF I Refer to drarings 160A-2 for sto dcrd plate nos tion.. � /D]�e • • k Alpine,a division of ITV BuRdhg Components Croup Inc.shall not be responsible for any deviation j/. •e.. .fI •••�`� TOT. LD. PSF AN IN/COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, •'Cee rr..•s installation L bracing of trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional r 13723 Riverport Drive engineering respon.bR ty solely far the design sham The suitability and use of this dro.irg �4,,�_.. ti 0 D UR, FAC. Suite Zoo for any structure Is the respansWhty of the Building Designer per ANSI/IPI I sect rrpMIiW M► Maryland Heights,MO 63043 For more Information ser this Job's general notes page and these web sites. ALPINE.wwwnww. 1pineltw,coml TPI.wtpinst.org,MICA,w w.sbcW,d,stry.org,ICG ewe.kncsofe.org c()A oil I- I2018 SPACING Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 O r, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or' 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 O rl 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1,00 2x4 Brace (1) 1x4 'L' Brace Ni (1) 2x4 'L' Brace w (2) 2x4 'L' Brace ww (1) 2x6 'L' Brace w (2) 2x6 'L' Brace ww Bracing Group Species and Grades' Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Ai S #1 / #2 4' 3' 7' 3' 7' 7' 8' 7' _ 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir -{-� SPF #1 / #2 Standard #2 Stud #3 4' 1' 6' 7' 7' 1' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' #3 Stud #3 Standard - H Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 10' 6' 11' 10' 12' 8' 14' 0' 14' 0' HF 1 Standard 4' 1' 5' 8' 6' 0' 7' 7' 8' 1' 10' 1' 14' 0' Douglas Fir-Larch Southern Plnewww QJ #1 4' 6' 7' 4' 7' 8' 8' 8' 9' 0' 10' 4' 10' 9' 13' 8' 14' 0' 14' 0' 14' 0' #3 #3 -J SP #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' Stud dd Standard Standard 113 4' 2' 6' D' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' l 12' 5' 13' 4' 14' 0' 14' 0' d (U DFL Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 2' 11' 0' 11' 10' 14' 0' 14' 0' Group B' U #1 / #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir +J - S P r #3 4' 8' 8' 1' 8' 8' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 d Btr Y I I�I F Stud 4' 8' 8' 1' 8' 6' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 I O f Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Dou,las Fir-Larch Southern Plnewww \ #1 5' 1' 8' 5' 8' 9' 9' 11' 10' 4' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' #1 / SP #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' IiIIMEMME #2 Cu ,--I D F L #3 Stud 4' 9' 4' 9' 7' 4' 7' 4' 7' 9' 7' 9' 9' 9' 9' 9' 10' 2' 11' 8' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). ***For 1x4 So. Pine use only Industrial 55 or Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B S2P r #1 / #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 11' 8' 13' 5' ' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d F #3 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes' LD U I I F Stud 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. O I if Standard 5' 1' 8' 0' 8' 6' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 55 plf over X #1 5' 8' 9' 3' 9' 8' 10' 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d S P #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang, .—� DFL Stud 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1' 7' 5' 7' 11' 9' 11' 10' 7' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Symm 17 Attach 'L' braces with 10d (0.128'23.0' min) nails. About jL able Truss 1 0 31( For (1) 'L' brace. space nails at 2' o,c. In 18' end zones and 4' o,c, between zones. Diagonal brace options �1i )IE)IEFor (2J 'L' braces. space nails at 3' o.c. vertical length may be T i In 18' end zones and 6' ac, between zones. a doubled when diagonal 18' • 'L' bracing must be a minimum of 80% of web brace is used. Connect L 4.V� member length. diagonal brace for 450# I 'L' at each end. Max web11 Brace #`'� Gable Vertical Plate Sizes total length is 14'. �---� IVerticnl Length No Splice DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal r It �, Greater than 4' 0' 3X4 Vertical length shownI/ 24 braces single18' gin table above, or double cut a '�. (ns shown) nt L. 1 ; • ' • ' + Refer to common truss design for %/■ upper end. ' ''Pryy g A ... i peak, splice, and heel plates. ii/ / / / �y�� iq � �V• �F ", / Refer to -the Building Designer for conditions Connect diagonal at I� ♦ • not addressed by this detail. midpoint of vertical web. Refer to chart log ax gab'_ 1 . lene th. ■M/ARNDJGAa READ AND FnLLOV ALL NOTES DN THIS DRAWING Sen ptTANT.FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INST ; O.108 REF ASCE7-10-GAB14015 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Ref to ani follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)f swlcety • . Y DATE 10/01/14 ttlidbila practices prior to performing these functions, Installers shall provide temporary bracing p I.w • i Unless noted otherwise,top chord shall have properly attached structuralsheathing and b d shall have properly attachd rigid ceiling. Locations shown for permanent ateral restrain of S AT ; DRWG A14015ENC101014 A �I shall have bracing Installed per BCSI sections B3,B7 or Bit,as applicable. Apply plates toe • y.� /,���In\ II of truss and position shown above and on the Jdnt Details,unless noted otherwise. . •(,_ c �' I 1111 \VVI Refer to drawings 160A-Z for standard plate positions. i� \ fe ("V Alpine,a division of ITV Building Components Group Inc.shall not he responsible for y deviat /'��� ` t ,.1 \ se �I AN ITWODMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,ar for handling,sA4661. •• l • MAX. TOT LD. 60 PSF A seal on this Installation L bracing f trusses. ••♦we�.we♦•• L_� 13723 Riverport Drive engineering responsibility solelycover for the design shown.this drawing,he suitabpindicates acceptance -lids professional ��..77 H.y and use of thh. drawing Suite 200 for any structure Is the responsibility of the Bulling Designer per ANSI/TPI 1 Sect. ,,SOON AI.�t1{1tt Maryland Heights,MO 63043 For more information see this Job's general notes page and these web sites. ALPINE,www.alpineltw,coTPI,www.tpinst.orgi SHCA1 rww.sbc'ndusiry,orgi ICC.www.iccs ((fin yo`�`1 018 MAX. SPACING 24.0 ni Gable Stud Reinfc,I `zment Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or' 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace Ill (1) 2x4 'L' Brace a (2) 2x4 'L' Brace is• (1) 2x6 'L' Brace x (2) 2x6 'L' Brace s*e Bracing Group Species and Grades! Gable Vertical No S acro Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Ai S pacing - - Spruce-Pine-Fir Hem-Fir PS �f #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' Cl / #2 Standard #2 Stud #3 Standard - #3 •3' 8' S' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' g3 Stud C: O u F Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' rl Standard , 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' Douglas Fir-Larch Southern Pines** W #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' K 3 #3 J SP #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' Stud anStds Standard Standard et r IL #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' d cu D r Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' Group BI _U #1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' Hem-Fir _I_> _ SPP #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' #1 I. Btr #1 L LJ H F Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' O fl Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10' 10' 12' 8' 13' 7' 14' 0' 14' 0' Douglas Fir-Larch Southern Pineville#1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 #1 SP #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' #2 #2 #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRH (Stress-Rated Board), I Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' Q) �--I D L weeFor 1x4 So. Pine use only Industrial 55 or Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10' 10' 11' 10' 12' 7' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d SPP #3 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes' LD U u r Stud 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. O I�f Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 75 plf over X #1 5' 1' 8' 5' 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d tt SP #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. e--1 D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Synm Attach 'L' braces with 10d (0.128'x3.0' min) nails, 1 About ll able Truss ii it * )1E For (1) 'L' brace' space nails at 2' o,c, 1 1 i` F4 in 18' end zones and between zones. ** ) Diagonal brace option. I iIn a18.2end'zonesbraces. nnd space6ocnbetweenaks at 3zones. vertical length may be doubled when diagonal 18' 3E 'L' bracing must be a minimum of BOX of web brace is used. Connect L M member length. diagonal brace for 600# ' 'L' at each end. Max web Br95.1_________r_ #,� Gable Verticnl Plate Sizes total length is 14'. 11f 31E a Vertical Length No Splice DF-L #2 or Less than 4' 0' 2X3 better diagonal T" pIH Greater than 4' 0', but 3X4 ���� less than 11' 6' brace) single fry Greater than II' 6' 4X4 Verticnl length shown 18'In table above. or double cut O/[ x6 (ns shown) at L_ I ' ' , + Refer to common truss design for / upper end. C t} 0 4er1 4 •i ••41. tee•' ( 'I•-, peak, splice, and heel plates. •�•? • • Refer to the Building Designer for conditions Connect diagonal at I �/ / / / �o4)› w ` • ' / not addressed bythis detail. midpoint of vertical web. I� Refer to chart ove nor m•x gale e c. .-rig waVARNINGe.READ AND F111113V ALL MITES UN'MIS BRAVING `O. I i REF ASCE7-10-GAB16015 wsDIPOZTANTsw FURNISH TICS BRAVING TD ALL MNTRACTOIs DELUDING TIE INSTALLERS. Trusses require extrene care in fabricating,handing,shipping,installing and bracing. Refe ��ypdd e A.V v follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)for nAl. • ' _ DATE 10/01/14 prncttrz prior to performing thrsr functions. Installers shall provide tel sheay braand pr CSI. Unless nates rtherwlse,tap Nord d ac hnv 1 attached structural heathirp and bat char. DRWG A16015ENC101014 shalt have a properly attached d ceiling.eLocations shown for permanent lateral restraint eels• S AT • 0 Ct. �� /'Ft ��^ I7 i shall have bracing installed per abov sections H3,07 or BIO,as applicable. Apply plates to roc f!, • e III G/ 11 I O Illlll�\\VVI II 1 , of eruss and position ns shorn above d on the Jdnt Details,unless noted otherwise. �• I Refer to tlrnwings 160q-Z for stardardaplate positions. **el) C L Alpine, division of ITV Building Components Group Inc shall not be responsible for any deviation •• f r.I `e•s• AN MAI COMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipp •'•sere••• Installation b bracing of trusses. �� MAX. TOT. LD. 60 PSF A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional • t 13723 Riverport Dove ferq Tering responsibility sdely� y design shown. The suitability and use of this drawing �/ON Al \M\\ State 200 star,cty Is the the&idrp Designer per ANSI/TPI 1 Sect /p..,__ t Maryland Heights,MO 63043 For more information see this Job'sgeneral notes page and these web sees. ^,IRM MAX, SPACING 24.0' ALPINE.www.alpineitr.coni TPI.www.tpinst.orgl SSCA.rwrsbcindustry.orgi ICC.www.lccsafe.org CCM inhOISQ/2018b Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1.00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better, valley webs taller -than 7-9' apply 2x4 'T' reinforcement, 80% length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, web, same species and grade or better, attached with 10d box (0,128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Attach each valley -to every supporting truss with! Lateral Restraint applied at mid-length of web is permitted with diagonal (2) 16d box (0.135' x 3.5') nails toe-nailed for bracing as shown in DRWG BRCLBANC1014, ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Top chord of truss beneath valley set must be braced with! Or properly attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph. 30' Mean Height, Enclosed installation. Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Or Purlins at 24' o.c. or as otherwise specified on engineer's sealed design Bottom chord may be square or pitched cut Or as shown. By valley trusses used in lieu of purlin spacing as specified on Valleys short enough to be cut as solid triangular Engineer's sealed design. members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from Ne** Note that the purlin spacing for bracing -the top chord of the truss separate 2x4 members. beneath the valley is measured along the slope of the top chord, All plates shown are ITW BCG Wave Plates. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. 2X4 4X4 3X4 12 „ Valley 12 Max. I— r Spacing 1 "Tfl 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip 8-0-0 max -I Bottom Chord Bottom Chord End Detail Joint Detail Valley 4X4 oe-nailed Valley •• 9 12 Common T^usses 12 Max. l— at 2'-' O.C. X3 Volley ,Set 1X3 6-0-0 I �\P .4,,ii' at 24" o.c, 1X3 5X4 SPL 1X3 Is (Max Spacing) 11X3 2X4 Q o-G��.9 B {{�� SQpuue "lurran. r r r i' r r r e ri • 11 We n on Trusses 20-0-0 (++) i yt' N�.•'"'•.•'•., / 24' o.c. Partial Framing Supporting trusses at 24' o.c. maximum spacing, _if .0••e•�G 'S� ••. Plan • ?. Ir•VARNINGisi•READ AND sarDPQtTAN'Tss snit ALL""m.i�c s Tlgn+riDRAWl 1Nfr TIC INSTALLERS. ri ; O. 08' 1 T L 30 30 40PSF REF VALLEY DETAIL Trus s quire extreme care In fabricating,handling,shipping,Installing and bracing. Refer to • fdlow the latest edition of BCSI(Building Component Safety Inforratlon,by TPI and SOCA)for yk : e DL 20 15 7PSF DATE 10/01/2014 _ practices prior to performing these functions. Installers shall provide temporary bracing per BC • • Unless noted otherwise,top chord holt hove properly attached structural sheathing and bottom d DL 10 10 10 PSF DRWG VAL160101014 — shall have properly attached rigid ceiling. Locations shown for permanent latero)restraint of s j f1 rrl��� II ( shall have hrncwg installed per BCSI sections 33,37 or 310, s applicable. Apply plates to each f • % S AT e 0 f'Y.. //I I I 'Ir�,�lf�\ II of truss and position shown above and on the Joint Details,unless noted otherwise. • `% LL 0 0 0 PSF !//�—' I` ILII ILII \V�.11 Refer to drowhgs 160A-Z for standard plate positions. 1 0 i [� �� ,' • Alpine,o division of ITV Building Components Group Inc.shall not be responsible for any deviation f /►••• \ AN D�NCOMPANY this drawing,any failure to build the truss h conformance with ANSI/TPI 1,or for handling,shipping, /. ••:.'\ Iw •Is G,\'1 OT. LD. 60 55 57PSF Installation I.bracing of trusses. •s•rrw••• A seal on this drawing or cover page listing this drosbg,indicates acceptanceof profession! 13723 Riverport Drive engineering r<Ipons sdNy far the shown The su tebAlty end use of this drnskg 0 '4:34V1/64N .\20,1r- SPACING DUR.FAC.1.25/1.331.15 1.15 forSuite any structure respa w B lIty Boding Besper ANSI/TPI 1 4► s/O N Al. Maryland"^'^�'�r�063043 gLPINFowe a Information nforms�ionPIee-this Job's general notes page and these web sites. fM SPACING 24,0' e. p w.tpinst.org,SBCA.ewwsbclndustry.orgl ICC.www.lccsafe.orl rnA 111 2018 RIGID INSERT DETAIL_ — REINECRCEMIENT E=R HIGH STRESS C❑MPRESSI❑N JJINTS THIS DETAIL IS TO BE USED WHEN STRESS AT A COMPRESSION SPLICE EXCEEDS 75% OF THE ALLOWABLE COMPRESSI❑N STRESS PER TPI 1 SECTION 7,3.9,2 OPTION #11 APPLY A 20 GAGE MINIMUM METAL INSERT BETWEEN BUTTED ENDS OF COMPRESSION CHORD MEMBERS TO FULLY COVER THE J❑INT BEARING AREA, BEND RIGID INSERT OVER THE TOP OR BOTTOM OF THE COMPRESSION MEMBER A MINIMUM OF 1" AND SECURE IN PLACE WITH A KEEPER NAIL, KEEPER NAIL IS TO BE SIZED AND SPACED TO AV❑ID SPLITTING OF THE LUMBER, --j 1.0" V I\, 00 o KEEPER NAIL RIGID IN ERT T JOINT LOCATION ❑PTI❑N #21 APPLY A 20 GAGE MINIMUM METAL INSERT WITH SLOTTED TEETH BETWEEN BUTTED ENDS OF COMPRESSI❑N CHORD MEMBERS TO FULLY COVER THE J❑INT BEARING AREA, HAMMER RIGID INSERT SECURELY IN PLACE AND FLUSH WITH BUTTED END, 0 0 Mill.1111.13161.. - 0 III ; Hf U,nwi f,Aa, i` P ...... INSERT WITH LOCATIONJOINT RIGI e INSERT t��J✓��••GE.\S•... �'igPXIMUM OF 47 .� % ItTED (VOID) if�; S FLEA. *MARRING..READ AND FOLLOW ALL NOTES a THIS BRAVIMB Q, 08 1 ' '-T L PSF REF RIGID INSERT imillIPORTANTN..FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS! Truss require extreme core In fobrrothg,handling,shipping,Installing and bracing. Rafe Ando , ii follow the latest edition of BCSI(Building Component Safety Information,by TPI and MICA)fo s ; TC DL PSF DATE 10/01/14 practices prbr to performing these functions, Installers shot•provide temporary bracing pe BCSL • LII 1411164 Unless noted otherwise,top chord shall have properly attached structural sheathing and bo door S A.1. O BC DL PSF shall have a properly attached rigid ceiling. Locutions shown for permanent lateral restraint f S i DRWG RIGINSRT1014 A I7 ��_ 1 shall have bracing installed per BCSI sectbnn t3,B7 or Det as nppllcsbno Apply.labs to ea 4 1 Ill I`vl ;fir f truss and in si 16 -Z for r above and an the ions. Heraas Knees noted other.:e. A .... �,,�! BC LL PSF Refer to drawings 16OA-Z for standard plots positions. •. AQ Alpine, dvisbn of ITV Building Components Group Inc.shall not be responsible for any de�iotl r ••..� f '-l s..•G`�64,4„,,,,, e T❑T, LD, PSF AN fTW COMPMNY this droing any foXuto hued the truss h conformance with ANSI/TPI 1,or for hantllhg,s •.•e.�,ew.- Installntbn&bracing of trusses. .f`t 11,..7 N A seal on thaw*swg or cover page ltsthg this drn.4g,b,dcabs acceptance of professional e ` ip N."' A4 r1 13723 River ort Drive q y sole• for the=shown The suitability Suite 200 p for any rtrvackret/r nspansB>•Fty of tIx BuAdYg Drsfpner pm IN6 Iola rI I �0�'0 �►ir / ,! A' Maryland Heights.MO 63043 For n Information a this Job' general notes page and these web sites, SPACING ALPINE,rwwalpineitwconl TPIeewr.tpinst.orgl SBCA,www.sbchdusry.urgi ICO wwr.lccsafe.oro CYlA Miner iiIR lb . A ,( anIcomPanyCo r( 0.7 6750 Forum Drive,Suite 305 /allkOrlando,FL 32821 t.d� OFFICE C ALPINE Phone:(800)755-6001 www.alpineitw.com —Site Information: Customer: W.B.Howland Company,Inc. Job Number. 18-2367 JobDescription: CLINE Address: City,State,Zip: Atlantic Beach,FL Name, Address and License#of Structural EOR if one exists for the building: Name: License#: State: Address: City,State,Zip: —Job Engineering Criteria: Design Code: FBC 2017 RES View Version: 17.02.00.1013.16 JRef#: 1Wf12150002 Wind Standard: NA Wind Speed(mph): N/A Roof Load(pst): None Floor Load(ps>): 40.00-10.00-0.00- 5.00 This package contains a job notes page, 14 truss drawings and 3 details. Item Seal# Truss I Item Seal# Truss 1 282.18.1127.12343 F01 1 2 282.18.1127.15900 F03 3 282.18.1127.18927 F04 4 282.18.1127.40740 F05 5 282.18.1127.46777 F06 6 282.18.1127.52577 FO6A 7 282.18.1127.57530 FO6B 8 282.18.1128.03280 F07 282.18.1129.57920 F08 10 282.18.1130.04563 F09 1 282.18.1130.12647 F10 12 282.18.1130.14880 F11 113 282.18.1130.30230 F12 14 282.18.1130.41547 FT3 Lou Pontigo & Associates, Inc. Consulting Structural Engineers NO EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED JECTED - SEE REMARKS 0 REVISE & RESUBMIT Review is for the limited purpose of checking for conformance with the design concept and the information expressed in the contract documents. No approval is implied for the accuracy or Thcompleteness of details, quantities, dimensions, weights or n document,, h ,,been„ Prink, gauges, fabrication processes, construction means or methods. CO wihoutat orenalefectrenuat be rented yang the ongnel eIe romc Coordination of the work with other trades or construction safety vmewn. oorr ergots precautions,all of which are the sole responsibitly of the ��01 p1DO M ergots, Contractor. The Contractor is responsible for dimensions to be �•`•Q•NJ •... N L?, 0',. confirmed and correlated at the site.Review of a specific item �`!o� N.� `SF'•.9 �r SEWN not include a review of the entire assembly of which the Na 70773 •'.P ,% Sem's o component.Review of re-subnasion w1 cover only : *;• ittestignated changes on the submittal and other changes dearty = * rden.ti'fied by the Contractor. --p: :¢ 3% STATE OF •iv. L( r-\- tunu/rl3 1.07%.:6% _/_'- :- /slit! Or 1 u 1 Printed d 10 0/2018 8:37:23 AMFlorida Certificate of Product Approval#FL1999 Job NtlFnber: 18-2367 Ply: 1 SEQN:588289 /T15 SY42 Gust:R215 JRef: 1Wf12150002 CLINE Qty: 9 FROM:CpMlir ' +ip DrwNo: 282.18.1127.12343 Truss Label: F01 SSB / FV 10/09/2018 8'1"8 I 9'5" I 176 8 .: ,: ..,..� H ., 8,1.,8 1'3„8 8,1„8 1'3"12 1'3"12 1'3"12 1'3"12 ' 1 1--- -T 1 2'6"--I I— I --I I (TYP) 1112X4 =4X4 1112X4 1112X4 1112X4fix+ =W=3X4 1112X4 =4X4 1112X4 A B C D E F G H I J K L M T , \/\_/ \ N 'll l'*\I,/\/\1 IIII, V U T S R Q P O N =3X5 =4X5 =W=3X4 =4X5 =3X5 i 17'6"8 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.135 F 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.175 F 999 360 V 965 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.029 N - - N 965 /- /- /- /- /- EXP:NAKzt:NA Des Ld: 55.00 HORZ(TL): 0.040 B - - V Brg Width=- Min Req=- Mean Height NA ft N Brg Width=- Min Req 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 =- Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.427 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.702 Maximum Top Chord Forces Per Ply(lbs) RepFactors Used:Yes Max Web CSI: 0.421 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:NA ft Loc.from endwall:NA FT/RT:12(0)/10(0) B-C 0-1089 G-H 0 -21'. I:NA GCpi:NA Plate Type(s): C-D 0-1089 H-I 0 -17 Wind Duration:NA WAVE VIEW Ver:17.02.00.1013.16 D-E 0-1770 I-J 0 -17ii Lumber E-F 0-2110 J-K 0 -1089 F-G 0-2115 K-L 0 -1089 Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes V-U 583 0 R-Q 2115 0 All plates are 3X4 except as noted. U-T 1513 0 Q-P 2009 0 Additional Notes T-S 2009 0 P-O 1513 0 S-R 2009 0 O-N 583 0 +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Maximum Web Forces Pei-Ply(lbs) Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. The overall height of this truss excluding overhang is V-B 0-1054 Q-H 403 99 2-0-0. B-U 884 0 H-P 0 -431 U-D 0 -739 P-J 463 0 D-T 463 0 J-O 0 -739 •``0,Nilrrrrarr,`` T-E 0 -431 O-L 884 0 ,%%*%•1).• $00 A,� ,,� E-R 403 -99 L-N 0 -1054 .4P .NCEnig�L.�y�w�, No 70773 S "n• Lt O • STATE OF 1u/ #0-278 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted olherwise,top chord shall have property attached.structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,87 or B10, as applicable. Applplates to each face or truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the m,naurr truss in conformance with ANSI/TPI PI 1,or for handling,shi ,wir�v pping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:ww^w.iccsafe.org Orlando FL,32821 Job Number: 18-2367 Ply: 1 SEAN:588303 /T18 SY42 Cust:R215 JRef: 1Wf12150002 CLINE Qty: 2 FROM:CDM DrwNo: 282.18.1127.15900 Truss Label: F03 SSB / FV 10/09/2018 1'10" 7'2"8 8'5" 15'1" 21'0"8 247" I' 1'10" I 5'4"8 I 1,3"I 67,8 I 5'11"8 I 3'6"8 �3, �2„� I----I I 1'5"8 1 2' 6"--I I---2'6"12 1'2"14 --{ I�rz"13 -I I- --I I—21"5—I (TYP) W=3X4 -W=3X4 1112X4 E5X5 1115X6 lII2X6 1112X6 1113X6 1113X4 1114X4 1113X4 1113X5 1112X6 1115X6 1115X6 =5X5 A B C D E F G H I J K L M N 0 P Q R S )77 IV \.I/\/\ It /N/ /\ / \2 & a Al AH- ' AG AF AE AD AC AB AA ZY X W 113Y5 E6X6 =6X6 V U T 1112X4 -4X6 1114X5 =5X6 =3X5 lII3X5 1113X4 1114X4 1114X5 1112X4 E W=3X4 F-1'8"8-j 2210"8 j I 247" 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.303 AC 890 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.418 AC 645 360 AH 1447 /- /- /- /- I- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.034 U - - T 1263 /- /- /- /- /- EXP:NAKzt:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.047 U - - AH Brg Width=6.3 Min Req= 1.5 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 T Brg Width=- Min Req=- rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.893 Bearing AH is a Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.834 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.640 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): C-D 0-1475 K-L 0 -3837 Wind Duration:NA WAVE VIEW Ver.17.02.00.1013.16 D-E 0-1480 L-M 0 -3348 Lumber E-F 0-2933 M-N 0 -3348 F-G 0-2959 N-O 0 -2571 Top chord 4x2 SP 2400f-2.0E:T2,T4 4x2 SP#2: G-H 0-2977 0-P 0 -2571 Bot chord 4x2 SP 2400f-2.0E H-I 0-3828 P-0 0 -1931 Webs 4x2 SP#3 I-J 0-3828 Q-S 0 -626 Plating Notes J-K 0-3921 All plates are 3X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Additional Notes Chords Tens.Comp. Chords Tens. Comp. +2x6 continuous strongback.See detail AH-AG 836 0 AA-Z 3641 0 STRBRIBR1014 for bracing and bridging AG-AF 2176 0 Z-Y 3641 0 recommendations. AF-AE 2959 0 Y-X 3035 0 Truss must be installed as shown with top chord up. AE-AD 3573 0 X-W 1998 0 The overall height of this truss excluding overhang is AD-AC 3576 0 W-V 1285 0 2-0-0. AC-AB 3963 0 V-U 1284 0 WARNING!This truss is not symmetric,but its exterior AB-AA 3857 0 geometry makes erection error more probable. , Nati rr;rt , It is imperative that this truss be installed properly. �,�l� Q� il�� Maximum Web Forces Per Ply(lbs) p 0 Webs Tens.Comp. Webs Tens. Comp. ���;�Q`?�.�C E Ws"„f',t.:".• AH-C 0-1407 Y-N 581 0 �� = '. i C-AG 1157 0 N-X 0 -830 No 70773 AG-E 0-1244 X-P 991 0 *: •t* - E-AF 1345 0 P-W 0 -988 * AF-F 0 -808 W-Q 1225 0 it: G-AE 589 0 Q-U 0 -1342 :�'. STATE OF• 1)-4/.7 AE-H 0-1116 U-S 1280 0 SOT�•.� ' �,.�-�_� H-AC 503 0 S-T 0 -1216 �i�t� •'4ORI/' --s'�. • L-Y 0 -545 ,ass 1�r- iO��.pN #0-278 10/10/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. AppTy plates to each face of truss and position as shown above and on the Join-Details, unless noted otherwise. Defer to ALPINE N drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CCN,N,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of orolessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinslorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 1 Job Number: 18-2367 Ply: 1 SEQN:588308 /T20 SY42 Cust:R215 JRef: 1Wf12150002 CLINE Qty: 4 FROM:CDM DrwNo: 282.18.1127.18927 Truss Label: F04 SSB / FV 10/09/2018 110" 7788'5"6 15'1" 21'0"8 25'9"12 1,10" I 5'4"8 I 1'3"I 678 I 511"8 i 4,9"4 I 31 1,5.,8 1 I-3„� I--H �1„� 111, ¶1 1 �—2'6”--{ 1--2'6"12--{ I~2'2"13�{ 11-2„141 I 11010 ,1-2-11%'1112 A"4 (TYP) t 1 4X10 1112X4 1113X5 =4X4 1112X4 1112X4 =W=3X4 IIl4X4 !113X4 1113X4 11!2X6 E5X5 1113X6 1113X4 =1X4 A B C D EF G H I J K L M N 0 PQ R S IN/: ./\ 4 7\/\/ VYV'!T\/\'II " AK AJ Al AH AG AF AE AD AC AB AA 111324 =5Y5 =5X5 W V AL-'-U 1112X4 =3X6 1114X5 1115X5 =4X5 =W=3X4 1114X4 1113X4 =4X12 1113X4 1113X4 =W=3X4 r 111"10 r 23714 1"1 1' 25712 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LJ# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.157 AE 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.294 AE 954 360 AK- /-359 /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.012 V - - AJ 1265 /- /- /- /- /- EXP:NAKzt:NA Des Ld: 55.00 Mean Height NA ft HORZ(TL):0.024 U - - AL 4147 /- I- I- /- /- NCBCLL:10.00 TCDL:NAsf Code/Misc Criteria Creep Factor.2.0 AK Brg Width=- Min Req=- Soffit: 2.00 p Bldg Code: FBC 2017 RES Max TC CSI: 0.473 AJ Brg Width=6.3 Min Req= 1.5 BCDL:NA psf AL Brg Width=5.5 Min Req= 1.5 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.440 Bearings AJ&AL are a rigid surface. Spacing:16.0” C&C Dist a:NA ft Rep Factors Used:No Max Web CSI:0.425 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Com; Wind Duration:NA WAVE VIEW Ver.17.02.00.1013.16 Lumber C-D 0 -716 K-L 0 -2413 D-E 0-1736 L-M 0 -2138 Top chord 4x2 SP 2400f-2.0E:T3 4x2 SP#2: E-F 0-1750 M-N 75 -1655 Bot chord 4x2 SP 2400f-2.0E F-G 0-1757 N-O 75 -1655 Webs 4x2 SP#3 G-H 0-2308 O-P 220 -1243 Special Loads H-I 0-2308 P-R 441 -507 I-J 0-2399 R-S 705 0 —(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) J-K 0-2403 TC:From 67 plf at 0.00 to 67 plf at 25.69 BC:From 7 plf at 0.00 to 7 plf at 25.81 TC:3221 lb Conc.Load at 25.69 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes AH-AG 1221 0 AA-Z 2320 0 All plates are 3X4 except as noted. AG-AF 1750 0 Z-Y 1945 0 Additional Notes AF-AE 2137 0 Y-X 1286 -206 AE-AD 2390 0 X-W 872 -324 +2x6 continuous strongback.See detail AD-AC 2390 0 W-V 872 -324 STRBRIBR1014 for bracing and bridging recommendations. 010rrrtti AC-AB 2422 0 V-U 146 -571 Negative reaction(s)of-359#MAX.from a non-wind ,�0" 1400 M f ,#� AB-AA 2320 0 load case requires uplift connection.See Maximum %'<e.5`..•� . �j Reactions. �� NSF;�9 �� Maximum Web Forces Per Ply(lbs) `� 4! lP : Webs Tens.Comp. Webs Tens. Comp. Truss must be installed as shown with top chord up. No 70773 The overall height of this truss excluding overhang is * * ► A-AJ 0 -449 M-Y 0 -554 2-0-0. * AJ-C 0 -962 Y-O 666 0 It is the responsibility of the Building Designer and '- •itC-AH 771 0 O-X 0 -650 Truss Fabricator to review this drawing prior to :�'. STATE OF`t•4/4 AH-D 0 -889 X-P 762 0 cutting lumber to verify that all data,including :fir•• �/. D-AG 892 0 P-V 0 836 dimensions and loads,conform to the architectural % ,•• COIR 1 ! ,° AG-E 0 -382 V-R 838 0 plans/specifications and fabricators truss layout. •,, 6,6,.....•;. -' •- AF-G 0 -696 R-U 0 -898 WARNING!This truss is not symmetric,but its exterior ss, • Z M 392 0 U-S 0 -3206 geometry makes erection error more probable. #0-278 It is imperative that this truss be installed properly. 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections E3,B7 or B10, as applicable. Apply plates o each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the a,,,,,,,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of oro7essionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: w,wi.lpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org I Job Number: 18-2367 Ply: 2 SEQN:588293 /T17 SY42 Gust:R215 JRef: 1Wf12150002 CLINE Qty: 2 FROM:CDM DrwNo: 282.18.1127.40740 Truss Label: F05 SSB / FV 10/09/2018 I 5 s 2 Complete Trusses Required 1'10" 7'2"88'5"1115'1" 2178 259"12 I' 1'10„ I- 5,4„8 I 1,3„ 678 - 511„8 I 474 I 31 1'5'8 1 I---I -2"- -1"- :15 1 I-2'6"-{ I-2'6"12--{ H 2'2"13--I 1.-- 141 I 1'101 0 I 4„4 (TYP) I 1 =3X10 1112X4 1113X4 =4X4 1112X4 1112X4 =W=3X4 III4X4 1113X4 1113X4 1112X6=5X5 1114X6 III3X5 =1X4 A B C D E F G H IJKL M N 0 P Q R S s T N/'\ i !AAAII!AYAiii!/\/\ .„/I � lIV AK AJ Al AH AG AF AE AD AC AB AA 1113X4 =5Y5 1115X6 W V AL---U 1112X4 =3X6 1113X6 1115X5 1114X5 1113X5 1113X4 =4X5 1113X5 =3X12 -W=3X4 =W=3X4 1'11"10 fl r * 23'3"14 I- 25'912 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.155 I 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.315 AC 892 360 AK- 1-697 /- /- /- /- Category:NA BCDL: 5.00 Snow Duration:NA HORZ(LL): 0.014 U - - AJ 2161 /- /- /- /- /- EXP:NAKzt:NA HORZ(TL): 0.029 U - - AL 2371 /- /- /- /- /- Des Ld: 55.00 Mean Height:NA ft NCBCLL:10.00 TCDL:NApsf Code/Misc Criteria Creep Factor.2.0 AK Brg Width=- Min Req=- Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.523 AJ Brg Width=6.3 Min Req= 1.5 BCDL:NA psf AL Brg Width=5.5 Min Req= 1.5 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.473 RepFactors Used:No Max Web CSI: 0.480 Bearings AJ AL are a rigid surface. Spacing:16.0" C&C Dist a:NA ft Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver.17.02.00.1013.16 Lumber It is the responsibility of the Building Designer and C-D 0 -570 J-K 0 -2772 Truss Fabricator to review this drawing prior to D-E 0-1576 K-L 0 -3003 Top chord 4x2 SP 2400f-2.OE:T3 4x2 SP#2: E-F 0-1590 L-M 0 -2840 Bot chord 4x2 SP 2400f-2.OE cutting lumber to verify that all data,including Webs 4x2 SP#3 dimensions and loads,conform to the architectural F-G 0-1600 M-N 0 -2362 plans/specifications and fabricators truss layout. G-H 0-2369 N-O 0 -2362 Special Loads H-I 0-2369 O-P 0 -1893 I-J 0-2771 P-R 0 -962 --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC:From 67 plf at 0.00 to 67 plf at 15.08 TC:From 205 plf at 15.08 to 205 plf at 21.04 Maximum Bot Chord Forces Per Ply(lbs) TC:From 67 plf at 21.04 to 67 plf at 25.69 Chords Tens.Comp. Chords Tens. Comp. BC:From 7 plf at 0.00 to 7 plf at 25.81 TC: 415 lb Conc.Load at 15.08 AH-AG 1036 0 AA-Z 3000 0 TC: 231 lb Conc.Load at 21.04 AG-AF 1590 0 Z-Y 2671 0 TC: 525 lb Conc.Load at 25.69 AF-AE 2075 0 Y-X 1946 0 AE-AD 2572 0 X-W 1395 0 Plating Notes AD-AC 2572 0 W-V 1396 0 All plates are 3X4 except as noted. AC-AB 3003 0 V-U 543 0 �a•IIIt AB-AA 3000 0 See Additional CNS 42PL0118 for connection details of %%.,,`t'N61 Mf I,,,, ,� . L�,�� Maximum Web Forces Per Ply(lbs) 2 ply trusses. '���Q•..lb E Ng;;.. �4 Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See detail �` No 7D773 •'.� ,� A-AJ 0 -433 AC-K 0 -403 STRBRIBR1014 for bracing and bridging recommendations. 2 A; S*: AJ-C 0 -782 M-Y 0 -555 Negative reaction(s)of-697#MAX.from a non-wind C-AH 676 0 Y-O 721 0 g * AH-D 0 -822 O-X 0 -860 load case requires uplift connection.See Maximum ¢ Reactions. :13'. STATE OF%.44::: D-AG 928 0 X-P 1008 0 T.0• . AG-E 0 -382 P-V 0 -966 Truss must be installed as shown with top chord up. ••..0%,c� r.?j AF-G 0 -834 V-R 934 0 •• 0 '. Op /"'-� The overall height of this truss excluding overhang is .moi SS � ==..'= G-AE 539 0 R-U 0 -1002 2-0-0. */� 'ON WARNING!This truss is not symmetric,but its exterior #0-278 ,���+������y geometry makes erection error more probable. It is imperative that this truss be installed properly. 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN 17W ,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro essronaf engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP1 1 Sec.2. SuOrite 0o FL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Job Number: 18-2367 Ply: 1 SEQN:588291 /T3 SY42 Gust:R215 JRef: 1Wf12150002 CLINE Qty: 11 FROM:CDM DrwNo: 282.18.1127.46777 Truss Label: F06 SSB / FV 10/09/2018 I1'10" I 12"8 1 8'5"$ 15'1" I 210°8 I 259°12 H 1'10 5'4"8 ' 1'3"I 678 5'11"8 4'9"4 I-1,5„8 I I—-H I— -I H1„H 111„l T112 PI 14 4 I---2'6” -I I- 2'6"12---I �- 2'2"13 -I I 1'2" "I I 1'10"10 , 4"'I r 1 (TYP) W=3X4 -3X10 =4X4 1112X4 1114X4 =5X5 IIl2X4 1112X4 E4X4 =4X4 1113X4 1113X5 1112X6 III 5X5 III 5X6 1114X5 =1X4 A B C D E F G H I JK L MN OPQ R S T38 N \II/\ u / \/\7/v'1wviV \ rs 1 , II II - AK AJ--- Al AH AG AF AE AD AC AB AA Z V X W V AL U =4X6 1115X6 =6X6 =5X5 1114X5 1113X4 1114X4 1113X5 1115X6 =6X6 1114X5 =4X12 =W=3X4 =W=3X5 1'11"10 r A 23314 4".1 I 25'912 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.282 I 996 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.448 I 626 360 AK- /-515 /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.025 U - - AJ 1714 /- /- /- /- /- EXP:NAKzt:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL):0.041 U - - AL 1814 /- /- /- /- /- NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 AK Brg Width=- Min Req=- TCDL:NA psf AJ Brg Width=6.3 Min Req= 1.5 Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.766 Load Duration:1.00 TPI Std: 2014 Max BC CSI: 0.690 AL Brg Width=5.5 Min Req= 1.5 MWFRS Parallel Dist:NA Bearings AJ&AL are a rigid surface. Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.651 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp Wind Duration:NA WAVE VIEW Ver:17.02.00.1013.16 Lumber WARNING!This truss is not symmetric,but its exterior A-B 419 0 I-J 0 -3956 geometry makes erection error more probable. B-C 419 0 J-K 0 -3960 Top chord 4x2 SP 2400f-2.0E:T3 4x2 SP#2: It is imperative that thistrussbeinstalledproperly. C-D 0 -934 K-L 0 -4179 Bot chord 4x2 SP 2400f-2.0E D-E 0-2444 L-M 0 -3734 Webs 4x2 SP#3 E-F 0-2464 M-N 0 -3041 Special Loads F-G 0-2478 N-O 0 -3041 G-H 0-3516 O-P 0 -2481 —(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) H-I 0-3516 P-R 0 -1274 TC:From 67 plf at 0.00 to 67 plf at 25.69 BC:From 7 plf at 0.00 to 7 plf at 25.81 TC: 415 lb Conc.Load at 15.08 Maximum Bot Chord Forces Per Ply(lbs) TC: 231 lb Conc.Load at 21.04 Chords Tens.Comp. Chords Tens. Comp. TC: 525 lb Conc.Load at 25.69 AH-AG 1650 0 AA-Z 4015 0 Plating Notes AG-AF 2464 0 Z-Y 3436 0 All plates are 3X4 except as noted. AF-AE 3138 0 Y-X 2542 0 AE-AD 3757 0 X-W 1847 0 Additional Notes AD-AC 3757 0 W-V 1847 0 +2x6 continuous strongback.See detail Ut,11111l AC-AB 4195 0 V-U 718 0 STRBRIBR1014 for bracing and bridging �0"SOO A,• 14, AB-AA 4015 0 recommendations. ,� Wk, 1,,oi, Negative reaction(s)of-515#MAX.from a non-wind ���kt•.;C E NB�.•ti�i� Maximum Web Forces Per Ply(lbs) load case requires uplift connection.See Maximum �� �tP 1, Maximum Webs Tens.Comp. Webs Tens. Comp. Reactions. ' • No 70773 S A-AK 495 -10 AC-K 0 -428 Truss must be installed as shown with top chord up. " *;• * :* A-AJ 0 -647 L-Z 0 -525 The overall height of this truss excluding overhang is =-0,A: J er: AJ-C 0-1259 Z-M 555 0 2-0-0. i!•'• STATE OF k!: C-AH 1058 0 M-Y 0 -710 It is the responsibility of the Building Designer and :�,�•.•r( 'Ct/: AH-D 0-1261 Y-O 864 0 Truss Fabricator to review this drawing prior to %0. •4 O A, > D-AG 1367 0 O-X 0 -1088 cutting lumber to verify that all data,including oi,S'S+•' ,.:-.0r;=7"'. AG-E 0 -570 X-P 1274 0 dimensions and fabricatoloads,conform othe rs truss lay out rat /j��f0(v';"` F AF- 434 0 PV-V 0 -1270 plans/specifications y #0-278 AF-G 0-1175 V-R 1242 0 % G-AE 704 0 R-U 0 -1370 10/10/2018 AE-I 0 -455 U-S 0 -521 I-AC 378 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *,,,TW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge6750 Forum Drive listing this drawing indicates acceptance of ro essionat engineering responsibility solely for the design shown. The suitaability and use of this drawing for any structure is thefresponsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Job Number: 18-2367 Ply: 2 l SEAN:588295 /119 SY42 Cust:R215 JRef: 1Wf12150002 CLINE Qty: 2 FROM:CDM DrwNo: 282.18.1127.52577 Truss Label: FO6A SSB / FV 10/09/2018 H- S 5 2 Complete Trusses Required 1'10" 7788'5" '1" 21'0"8 25'9"12 1'10" 5'4"8 I 1'3" 678 15 I 678 5,11"8 I 4'9"4 I 3 „1.5"8 1'3"10 I,--I �2„� I--H �1„�¶1i2 2'6" 1'2"1 1,10"10 A„4 - 1 -I I I (TYP) r 1 =3X10 1112X4 =4X4 1114X4 1112X4 1112X4 mW=3X4 =4X4 1113X4 1113X4 1112X6=5X5 1114X6 1114X4 =1X4 A BC D E F G H IJK L M N 0 P Q R S e\i/\ /.\Oiv AK AJ -- Al AH AG AF AE AD AC AB M 1113X4 =5Y5 1115X6 W V AL- U 1112X4 =3X6 1114X5 1115X6 1114X5 1113X5 1113X4 1114X4 1114X4 =4X12 mW=3X4 =W=3X4 1'11"10 I 1 23'3"14 11 I- 25712 -I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.211 I 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.355 I 790 360 AK- /-815 /- /- I- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.019 U - - AJ 2666 /- /- I- /- /- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL): 0.033 U - - AL 2945 /- /- /- /- /- Mean Height:NA ft AK Brg Width=- Min NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor.2.0 Req=- Soffit: 2.00 BCDL:NApsf Bldg Code: FBC 2017 RES Max TC CSI: 0.597 AJ Brg Width=6.3 Min Req= 1.5 Load Duration:1.00 TPI Std: 2014 Max BC CSI: 0.543 AL Brg Width=5.5 Min Req= 1.5 MWFRS Parallel Dist:NA Bearings AJ&AL are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI:0.518 Loc.from endwall:NA FT/RT:12(0)!10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver.17.02.00.1013.16 I Lumber WARNING!This truss is not symmetric,but its exterior C-D 0 -718 J-K 0 -3125 To chord 4x2 SP 2400f-2.0E:T3 4x2 SP#2: geometry makes erection error more probable. D-E 0-1901 K-L 0 -3314 Bot chord 4x2 SP 2400f-2.0E It is imperative that this truss be installed properly. E-F 0-1916 L-M 0 -3016 Webs 4x2 SP#3 F-G 0-1928 M-N 0 -2531 G-H 0-2756 N-O 0 -2531 Special Loads H-I 0-2756 O-P 0 -2122 l-J 0-3122 P-R 0 -1087 --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC:From 100 plf at 0.00 to 100 plf at 25.69 BC:From 10 plf at 0.00 to 10 plf at 25.81 Maximum Bot Chord Forces Per Ply(lbs) TC: 623 lb Conc.Load at 15.08,21.04 Chords Tens.Comp. Chords Tens. Comp. TC: 788 lb Conc.Load at 25.69 AH-AG 1277 0 AA-Z 3210 0 Plating Notes AG-AF 1916 0 Z-Y 2809 0 All plates are 3X4 except as noted. AF-AE 2452 0 Y-X 2169 0 AE-AD 2953 0 X-W 1574 0 Additional Notes AD-AC 2953 0 W-V 1575 0 See DWG CNSY42PL0118 for connection details of AC-AB 3325 0 V-U 612 0 2ply trusses. ',,�s1tflllferj+I11,* ' AB-AA 3210 0 +2x6 continuous strongback.See detail ��%% p1400 M ,i0 STRBRIBR1014 for bracing and bridging %� !� • Lj 0i Maximum Web Forces Per Ply(lbs) EN �i Webs Tens.Comp. Webs Tens. Comp. recommendations. :��4:.••';.c 3 �.%tiy �� P P Negative reaction(s)of-815#MAX.from a non-wind �- �;� No 70773 .� '• A-AK 392 -8 Z-M 386 0 load case requires uplift connection.See Maximum �A • :* A-AJ 0 -511 M-Y 0 -501 Reactions. . * • AJ-C 0 -975 Y-O 626 0 Truss must be installed as shown with top chord up. •fl; :I.: C-AH 823 0 O-X 0 -934 The overall height of this truss excluding overhang is . STATE OF1-4,/: AH-D 0 -984 X-P 1088 0 2-0-0. %O�.•• : D-AG 1074 0 P-V 0 -1088 lee F • (0 A 1 ! > AG-E 0 -447 V-R 1058 0 It is the responsibility of the Building Designer and 0� s• �' AF-G 0 -930 R-U 0 -1155 Truss Fabricator to review this drawing prior to °ilis/ON' - G-AE 565 0 U-S 0 -384 cutting lumber to verify that all data,including 11.10 111111 dimensions and loads,conform to the architectural #0-278 plans/specifications and fabricators truss layout. 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,byTPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dttherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/JP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 305 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367 Ply: 1 SEQN:588321 /T16 SY42 1 Cust:R215 JRef: 1Wf12150002 CLINE Qty: 2 FROM:CDM DrwNo: 282.18.1127.57530 Truss Label: FO6B Page 1 of 2 SSB / FV 10/09/2018 1'10" 778 8'5"g 15'1" 21'0"8 25712 I' 1'10" I 5'4"8 I 1'3"1 678 I 511"8 I 4 9"4 1,5„8 2„ ,,1„9F I Il'3"101 � 11 111.•_5.1 Y,11 Fi I--2'6”�{ I--2'6"12--I I--2,2"13--I I 714{ F 1 10 10 H 4"4 (TYP) TT W=3X4 =3X10 1112X4 1114X4 =5X5 1112X4 1112X4 4X4 =4X4 1113X4 1113X5 1112X6 1115X5 1115X6 =5X5 =1X4 A B C D E F G H I J K L M N 0 PQ R S T _/\ /\CLy \ /\/ y\v\ / < v \II , AK AJ Al AH AG AF AE AD AC AB AA 1113X5 115Y6 1116X6 W V AL'l U 1112X4 =4X6 1115X6 =6X6 =5X5 1114X5 1113X4 1114X4 1114X5 =4X12 W=3X4 =W=3X5 1'1110 T 23714 -"l I- 25712 -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in roc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.256 I 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.464 I 605 360 AK- 1-537 /- /- /- /- Category:NA BCDL: 5.00 Snow Duration:NA HORZ(LL): 0.022 U - - AJ 1731 /- /- /- /- /- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL):0.042 U - - AL 3781 /- /- /- /- /- Mean Height:NA ft AK Brg Width=- Min Re NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 q=- AJ Brg Width=6.3 Min Req=1.5 Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.787 Load Duration:1.00 TPI Std: 2014 Max BC CSI: 0.707 AL Brg Width=5.5 Min Req= 1.5 MWFRS Parallel Dist:NA Bearings AJ&AL are a rigid surface. Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.693 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp Wind Duration:NA WAVE VIEW Ver.17.02.00.1013.16 Lumber A-B 432 0 J-K 0 -4058 B-C 432 0 K-L 0 -4294 Top chord 4x2 SP 2400f-2.0E:T3 4x2 SP#2: C-D 0 -939 L-M 0 -3873 Bot chord 4x2 SP 2400f-2.0E D-E 0-2483 M-N 0 -3204 Webs 4x2 SP#3 E-F 0-2503 N-O 0 -3204 Special Loads F-G 0-2518 O-P 0 -2648 G-H 0-3590 P-R 0 -1261 —(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) H-I 0-3590 R-S 494 0 TC:From 67 plf at 0.00 to 67 plf at 25.69 BC:From 7 plf at 0.00 to 7 plf at 25.81 I-J 0-4055 TC: 415 lb Conc.Load at 15.08,21.04 TC:2309 lb Conc.Load at 25.69 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes All plates are 3X4 except as noted. AH-AG 1670 0 AA-Z 4143 0 AG-AF 2503 0 Z-Y 3587 0 Additional Notes AF-AE 3198 0 Y-X 2712 0 AE-AD 3842 0 X-W 1918 0 +2x6 continuous strongback.See detail AD-AC 3842 0 W-V 1918 0 STRBRIBR1014 for bracing and bridging . f����i ,, AC-AB 4309 0 V-U 619 -148 recommendations. ,�.10111 1� N M. ° AB-AA 4143 0 Negative reaction(s)of-537#MAX.from a non-wind 44 . 6.... .•. L� I# load case requires uplift connection.See Maximum `4�(Q;•'‘C E 1t1g�;..��i. Reactions. 4: W ii Maximum Web Forces Per Ply(lbs) Truss must be installed as shown with top chord up. NO 70773 •�• Webs Tens.Comp. Webs Tens. Comp. The overall height of this truss excluding overhang is *• ;* A-AK 517 10 AC-K 0 454 2-0-0. * ;¢- A-AJ 0 -667 L-Z 0 -524 It is the responsibility of the Building Designer and ••/ STATE OF 14/: AJ-C 0-1279 Z-M 555 0 • . C-AH 1077 0 M-Y 0 -709 Truss Fabricator to review this drawing prior to • :�l/. • '�'. AH-D 0-1287 Y-O 870 0 cutting lumber to verify that all data,including .• ,( s � dimensions and loads,conform to the architectural i��s O A, - D-AG 1400 0 O-X 0 -1255 plans/specifications and fabricators truss layout. 4's 610 ' _ AG-E 0 -584 X-P 1455 0 WARNING!This truss is not symmetric,but its exterior #0-278 ,�1.....l o sli F-AF 447 0 P V 0 -1480 geometry makes erection error more probable. AF-G 0-1208 V-R 1453 0 It is imperative that this truss be installed properly. 10/10/2018 G-AE 730 0 R-U 0 -1539 AE-I 0 -475 U-S 0 -2282 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,07 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,wmvCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this pawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:ww.v.sbcindustry.com;ICC: www.iccsafe.orq Job Number: 18-2367 Ply: 1 SEQN:588321 /T16 SY42 Cust:R215 JRef: 1Wf12150002 CLINE Qty: 2 FROM:CDM DrwNo: 282.18.1127.57530 Truss Label: FO6B Page 2 of 2 SSB / FV 10/09/2018 I-AC 402 0 ll`llI<yNDI 0I l,,,,r,j , .`` t•:. ' L�' �$. P.• CENe• 01 No 70773 • �•' STATE OF\r 4.4/: 1.O #0-278 10/10/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in„ fabricating,handlingshipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building omponent Safety Information,by TPI and SBCA)fr safetty practices pnor to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or B10, /1161 as applicable. Applplates to each face,of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANI.Cp,,,ppm{ truss in conformance with ANSI/IP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:wvww.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367 Ply: 1 SEQN:588313 /T1 SY42 Gust:R215 JRef: 1Wf12150002 CLINE Qty: 1 FROM:CDM DrwNo: 282.18.1128.03280 Truss Label: F07 SSB / FV 10/09/2018 16„8 8,0"8 I 14' I 18'9°4 1'6 8F 6'6” 5'11"8 4'9"4 I----"1 1"_2„2 1 I-- H Ell„11 ,1 1'3" 1'3"10 1'2"144-4 1 I' I 2,6„ I 2'6"12 +2'2"13—I 1"---1 f-1'10"10-i =3X10 1117X6 1112X4 5X5= 4X4= W=3X4= 1112X4 5X5= 5X5= =6X6 =1X4 A B C D E F G H I J K L M T _ T9 e �� �\ / \./ i\/\, / / \ ,/ \ . 1 �Y X W V U T S R Q P Z n 0 =7X10 =5X5 1113X4 =5X6 IIl5X5 1115X6 m8X14 W=H0310 1 18'3" 1.6"A I" 18'9"4 -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.148 F 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.430 F 501 360 Y 2269 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.024 B - - Z 3704 /- /- /- /- /- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL):0.071 0 - - Y Brg Width=- Min Req=- Mean Height:NA ft Code/Misc Criteria CreepFactor:2.0 Z Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:NA psf Bearing Z is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.973 Load Duration:1.00 . MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.577 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.925 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0-1407 G-H 0 -50£ Wind Duration:NA WAVE,HS VIEW Ver.17.02.00.1013.16 B-C 0-1407 H-I 0 -44( Lumber C-D 0-3551 I-J 0 -4400 D-E 0-4775 J-K 0 -3639 Top chord 4x2 SP 2400f-2.0E:T2 4x2 SP#2: E-F 0-5185 K-L 0 -2091 Bot chord 4x2 SP 2400f-2.0E F-G 0-5085 Webs 4x2 SP#3:W3 4x2 SP#2: Special Loads Maximum Bot Chord Forces Per Ply(lbs) --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Chords Tens.Comp. Chords Tens. Comp. TC:From 238 plf at 0.00 to 238 plf at 18.65 X-W 2697 0 S-R 4892 0 BC:From 10 plf at 0.00 to 10 plf at 18.77 W-V 4379 0 R-Q 3723 0 TC:1334 lb Conc.Load at 18.65 V-U 4379 0 Q-P 2946 0 Plating Notes U-T 5177 0 P-0 1225 0 All plates are 3X4 except as noted. T-S 5258 0 Additional Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging A-Y 0-2246 R-J 1243 0 recommendations. • 00,1111/1 A-X 2487 0 J-0 0 -1285 Truss must be installed as shown with top chord up. x•0:4 1400 Al.11Iho X-C 0-2182 Q-K 1481 0 �. �A ........ L9#i. The overall height of this truss excluding overhang is � Q.�.• CEN o• C-W 1539 0 K-P 0 -1920 2-0-0. ����4.• v 8k'•, i� W-D 0-1493 P-L 1943 0 �� ;� �= D-U 715 0 L-O 0 -2431 It is the responsibility of the Building Designer and . No 70773 Truss Fabricator to review this drawing prior to * it* Z U-E 0 -700 M-O 0 386 cutting lumber to verify that all data,including • * S-H 393 O-M 0 -1351 dimensions and loads,conform to the architectural -0; d H-R 0 -9411 plans/specfications and fabricators truss layout. .�'.• STATE Of W. WARNING!This truss is not symmetric,but its exterior geometry makes erection error more probable. �IT0.•: 0 R%%`'-`r= It is imperative that this truss be installed properly. eii sS J !.s•- #0-278/1 loll I u I11t 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or 810, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mutwcomeoff truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of roTessional engineerin responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this lob's general notes page and these web sites: ALPINE:vmw.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367 Ply: 1 SEAN:587006 /T7 SY42 Gust:R215 JRef: 1Wf12150002 CLINE Qty: 13 FROM:CDM DrwNo: 282.18.1129.57920 Truss Label: F08 SSB / FV 10/09/2018 8714 { 910"04 19'1"4 8'9"14 1'1" H 9'2"6 aaI1'11"6H 7"8 I I �3„12 1'3"12 3„12 I 2r-{ 1'3"12 1'312 1.11..6 H (TYP) 1114X5 =W=3X4 =1X4 =5X6 =4X4 =3X5 =3X4 =3X5 =4X6 --5X10(1)(++) A B C D E F G H I J K L M T3"9 A2 552 / / \ / \-1-1 1-` /.N /NL' / T /r_ 11 W23 11 -_-:_-- 'YX W V U T S R Q P 0 =5X6 =4X10 =3X5 =3X6 =3X5 =3X5 =4X8 =6X6 W=H0310 r 19'1"4 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TOLL: 60.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.415 G 535 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.552 G 402 360 y 1501 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.060 0 - - N 1532 /- /- /- /- /- EXP:NAKzt:NA Des Ld: 80.00 Mean Height:NA ft HORZ(TL): 0.080 0 - - Y Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor.2.0 N Brg Width=5.5 Min Req=5.5 Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.941 Bearings Y&N are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.607 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.796 Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-B 0 -768 G-H 0 -5611 Wind Duration:NA WAVE,HS VIEW Ver.17.02.00.1013.16 B-C 0-3280 H-I 0 -4938 Lumber C-D 0-3280 I-J 0 -4938 D-E 0-4820 J-K 0 -3476 Top chord 4x2 SP 2400f-2.0E:T2 4x2 SP#2: E-F 0-5609 K-L 0 -3476 Bot chord 4x2 SP 2400f-2.0E F-G 0-5618 L-M 0 -1036 Webs 4x2 SP#3:W23 4x2 SP#2: :Rt Bearing Leg 4x2 SP#3: Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. X-W 2156 0 T-S 5618 0 (++)-This plate works for both joints covered. W-V 4245 0 S-R 5444 0 (I)-plates so marked were sized using 0% V-U 4245 0 R-Q 4400 0 Fabrication Tolerance,0 degrees Rotational U-T 5372 0 Q-P 2440 0 Tolerance,and/or zero Positioning Tolerance. Additional Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging A-Y 0-1399 H-R 0 -703 recommendations. A-X 1538 0 R-J 749 0 • 7 Truss must be installed as shown with top chord up. SOI 1400 At,114 B-W 1528 1930 Q-QL 1408 1250 The overall height of this truss excluding overhang is ,�� ��.•• L,00� W-D 0-1311 L-P 0 -1952 1-4-0. �•t(,P *,�C E NB�►••'�'y'•rr D-U 800 0 P-M 1672 0 4 4C:• � rr U-E 0 -769 N-M 0 -387 , :* No 70773 •*= E-T 747 -230 M-N 1 -1028 * S-H 687 -292 M-N 0 -513 7V; li.444: �: STATE OF ,F .�pA i0S 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building „omponent Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to ALPINE* drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the „ truss in conformance with ANSI/IPI 1, or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando OFL,32821 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367 Ply: 2 SEQN:587017 /T5 SY42 Cust:R215 JRef: 1Wf12150002 CLINE Qty: 1 FROM:CDM DrwNo: 282.18.1130.04563 Truss Label: F09 SSB / FV 10/09/2018 S -, 2 Complete Trusses Required 8'9"149'10"114H 19'1"4 8F '9"14 1'1" 9'2"6 F-1'11"6- I- -I FII--3„12T3„12 I 2V' � --r• -1'3„1--+-1'11"6 H (TYP) 1114X5 -W=3X4 m1X4 =4X6 3X5 =3X4 =3X4 =3X5 =4X6 = 5X12(++) A B C D E F G H I J K L M �"s (} \ ly r A�/ \ / X./ \ 1/ N./ ! / \7 W23 s.,2 -'YX W V U T S R Q P 0 =5X5 =4X8 =3X5 =3X5 =3X4 -3X4 =4X8 =5X5 ---.1A/=H0308 1 191"4 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 60.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.202 G 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.501 G 443 360 Y 2794 /- /- /- /- /- Category:NA BCDL: 5.00 Snow Duration:NA HORZ(LL): 0.030 0 - - N 2858 /- /- /- /- /- EXP:NAKzt:NA HORZ(TL): 0.074 0 - - Y Br Width=5.5 Min Re 1.5 Des Ld: 80.00 Mean Height:NA ft ( ) 9 q NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 N Brg Width=5.5 Min Req=5.5 Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.502 Bearings Y&N are a rigid surface. BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.600 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0” C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.744 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-B 0 -713 G-H 0 -5Z Wind Duration:NA WAVE,HS VIEW Ver:17.02.00.1013.16 B-C 0-3053 H-I 0 -45t Lumber C-D 0-3053 I-J 0 -4596 D-E 0-4485 J-K 0 -3235 Top chord 4x2 SP 2400f-2.0E E-F 0-5222 K-L 0 -3235 Bot chord 4x2 SP 2400f-2.0E F-G 0-5231 L-M 0 -954 Webs 4x2 SP#3:W23 4x2 SP#2: :Rt Bearing Leg 4x2 SP#3: Maximum Bot Chord Forces Per Ply(lbs) Special Loads Chords Tens.Comp. Chords Tens. Comp. --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) X-W 2010 0 T-S 5231 0 TC:From 288 plf at 0.13 to 288 plf at 19.10 W-V 3956 0 S-R 5071 0 BC:From 10 plf at 0.00 to 10 plf at 18.60 V-U 3956 0 R-Q 4103 0 Plating Notes U-T 5006 0 Q-P 2276 0 All plates are 2X4 except as noted. Maximum Web Forces Per Ply(lbs) (++)-This plate works for both joints covered. Webs Tens.Comp. Webs Tens. Comp. Additional Notes A-Y 0-1302 H-R 0 -661 See DWG CNSY42PL0118 for connection details of ,��tt���tr A-X 1427 0 R-J 686 0 2 ply trusses. ,��� +�I�! X-B 0-1804 J-Q 0 -1180 +2x6 continuous strongback.See detail ,����p'N .. M Ji.i.0I,, B-W 1417 0 Q-L 1303 0 STRBRIBR1014 for bracing and bridging `��4Q`•.•';C E A18'.tq 0. W-D 0-1227 L-P 0 -1839 recommendations. 4.4; v F•'•"01,8, D-U 737 0 P-M 1563 0 Truss must be installed as shown with top chord up. No 70773 • U-E 0 -724 N-M 0 422 The overall height of this truss excluding overhang is *! 1*: E-T 507 0 M-N 1 -931 1-4-0 • * i. S-H 437 -52 M-N 0 -465 It is the responsibility of the Building Designer and i' STATE OF •4J? Truss Fabricator to review this drawing prior to Q �• cutting lumber to verify that all data,including �i'S�'c ir._�!` dimensions and loads,conform to the architectural �� •�'�O R �`'�:r� s plans/specfications and fabricators truss layout. �'jlis'IQN';" it #0-278 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anc SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properlyrl attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,m,,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. SuOrite 305 FL,32821 For more information see this job's general notes page and these web sites:ALPINE: w,vw.alpineitw.com;TPI: wnw.tpinst.orq;SBCA:www.sbcindustry.corn;ICC:wnw.iccsafe.org Job Number: 18-2367 Ply: 1 SEQN:588315 /T10 SY42 Cust:R215 JRef: 1Wf12150002 CLINE Qty: 34 FROM:CDM DrwNo: 282.18.1130.12647 Truss Label: F10 SSB / FV 10/09/2018 I 59" 11'1"812'10" 153" 24' F 59" I 5,4„8 I 1,9” 54„8 -I- 5,9„ I 0'�4 1;'4 1 I---2,6”-I 4'11 (TYP) 3X6 E 3X6 =1X4 =4X5 1112X4 EW=3X4 1112X4 1112X4 1112X4 =3X5 =4X5 =1X4 A B C D E F G H I J K L M N O u 1-2� Ta \_/ N / \./ 4/ \ / \j4/ \_/ N E1jX4 =4X5 E3X8 X W V mW=H030 �8 E3X8 =4X5 E1X44 =4X10 E4X10 2I' 2 2" 23'6"8 211 F - 24' I Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: woo Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.350 H 814 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.612 H 465 360 AA 1739 /_ /_ /_ /_ /_ BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.048 B - - Q 1739 /- /- /- /- /- Des Ld: 55.00 EXP:NA Krt:NA HORZ(TL):0.084 B - - AA Brg Width=4.0 Min Req= 1.5 Mean Height NA ft NCBCLL:10.00 TCDL:NApsf Code/Misc Criteria Creep Factor.2.0 Q Brg Width=4.0 Min Req= 1.5 Soffit: 2.00 BCDL: Bldg Code: FBC 2017 RES Max TC CSI: 0.551 Bearings AA&Q are a rigid surface. NA psf Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.467 Members not listed have forces less than 375#Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.453 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): B-C 0-1865 H-I 0 -4246 Wind Duration:NA WAVE,HS VIEW Ver.17.02.00.1013.16 C-D 0-3084 I-J 0 -4241 Lumber D-E 0-3084 J-K 0 -3848 E-F 0-3849 K-L 0 -3085 Top chord 4x2 SP#2:T2 4x2 SP 2400f-2.0E: F-G 0-3849 L-M 0 -3085 Bot chord 4x2 SP 2400f-2.0E G-H 0-4241 M-N 0 -1864 Webs 4x2 SP#3 Plating Notes Maximum Bot Chord Forces Per Ply(lbs) All plates are 3X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. AA-Z 1183 0 V-U 4111 0 Loading Z-Y 2527 0 U-T 4111 0 This truss spaced @ 16,0"oc supports additional Y-X 3566 0 T-S 3565 0 concentrated loads.At left end:8.09'stud wall(13.75 X-W 4114 0 S-R 2526 0 PSF)supporting 24-0-0 roof spans W/1-6-0 W-V 4246 0 R-Q 1181 0 overhang.At right end:8.09'stud wall(13.75 PSF) supporting 24-0-0 roof spans with 1-6-0 overhang. Roof load:20.00 psf LL and 20.00 psf DL. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Additional Notes +2x6 continuous strongback.See detail •`,rotrrrtrrrt,' A-AA 0 -668 V-J 476 -166 STRBRIBR1014 for bracing and bridging ,%p DO AA B 0-1437 J-T 0 -380 recommendations. ,.•SAN M 19"lip B-Z 949 0 T-K 393 0 Truss must be installed as shown with topchord up. , Q, GEN . �. Z-C 0 -921 K-S 0 -640 •4 'N\ 3F�' t S C-Y 742 0 S-M 744 0 The overall height of this truss excluding overhang is No 70773 Y-E 0 -642 M-R 0 -923 1-4-0. :' A: 't* • E-X 394 0 R-N 950 0 * X-G 0 -381 N-Q 0 -1436 _'O: • � G-W 475 -168 O-Q 0 -669 :" STATE OF• \4 �..<1./� % F�,'c4 O A 1%":cam- #1,u/ON 1 A #0-278 10/10/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by.TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, /46 as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1,or for handling',shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineilw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: w.vw.iccsafe.org Orlando FL,32821 Job Number: 18-2367 Ply: 1 SEQN:588317 /T13 SY42 Cust:R215 JRef: 1Wf12150002 CLINE Qty: 3 FROM:CDM DrwNo: 282.18.1130.14880 Truss Label: F11 SSB / FV 10/09/2018 2„ 14 -{ (TYP) 3X6 =-=-3X6 =1X4 =W=3X4 1X4 A H T Te $— - - - - - - - - - - - - - - - v L---------/---'--------------- ----- j =1X4 AC =1X4 3X6 111 1X4 III 1X4 III 1X4 III 1X4 III 1X4 III 1X4 III 1X4 III 1X4 III 1X4 III 1X4 III 1X4 III 1X4 III 1X4 III 1X4 III 1X4 III 1X4 III 1X4=—3X6 W=3X4 21'12 23'9"4 24' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def 1CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 S 999 480 Loc R+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.001 S 999 360 AO*227 /- /- /- /- /- BC DL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 AO - - AO Brg Width=282 Min Req=- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL):0.000 AO - - Bearing AO is a rigid surface. Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# NCBCLL:10.00 TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.233 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.013 Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.072 Loc.from endwall:NA FT/RT:20(0)/10(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.00.1013.16 Lumber Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Provide for complete drainage of roof. `,��‘A>(S00 M I,� Truss must be installed as shown with top chord up. ;�(2%. ,;........ •L/iei1,, The overall height of this truss excluding overhang is `.(4:'N'. Fes'.;9�i 1-4-0. No 70773 '. Z STATE OF LU 0-ilc•si O F 1 ry� iI� S,, O. t, 1111/ #0-278 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by_TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of MA/Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the wCOMPNY truss in conformance with ANSI/PI 1,or for handling,shi .W rt pping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of oroTessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:w.vv.iccsate.org Orlando FL,32821 • Job Number: 18-2367 Ply: 2 SEQN:588319 /T4 SY42 Gust:R215 JRef: 1Wf12150002 CLINE Qty: 2 FROM:CDM DrwNo: 282.18.1130.30230 Truss Label: F12 . SSB / FV 10/09/2018 I S S 2 Complete Trusses Required 5'9" 11'1"8 12'10"g 18'3" 24' I' 59" 5,4„8 I 1,9„ ! 5, 4„8 I 5,9„ 0�4 1.112 l;;4 ry (TYP) =3X6 =3X6 =1X4 =3X5 1112X4 =W=3X4 1112X4 1112X4 1112X4 =3X5 =1X4 A B C D E F G H I J K L M N 0 T7 t IIIIl/ N / \VN / \II °V \ / \ Y X / X 7 1 it AA� --jX4I Z =3X6 X W V =W=H0308= 3X6 R 11110 =1X4 X4 =3X8 =3X8 2F12 2”2 23'6'.8 T� I- 24' I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.262 H 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.459 H 620 360 AA 2609 /- /- /- /- /- Category:NA BCDL: 5.00 Snow Duration:NA HORZ(LL): 0.036 B - - Q 2609 /- /- /- /- /- Des Ld: 55.00 EXP:NAKzt NA HORZ(TL): 0.063 B - - AA Brg Width=4.0 Min Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.2.0 Q Brg Width=4.0 Min Req= 1.5 TCDL:NA psf Bearings AA&Q are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.345 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.350 Members not listed have forces less than 375# Spacing:24.0” C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.339 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0-1398 H-I 0 -3185 Wind Duration:NA WAVE,HS VIEW Ver.17.02.00.1013.16 C-D 0-2313 I-J 0 -3180 Lumber D-E 0-2313 J-K 0 -2886 E-F 0-2886 K-L 0 -2314 Top chord 4x2 SP#2:T2 4x2 SP 2400f-2.0E: F-G 0-2886 L-M 0 -2314 Bot chord 4x2 SP 2400f-2.0E G-H 0-3181 M-N 0 -1398 Webs 4x2 SP#3 Plating Notes Maximum Bot Chord Forces Per Ply(lbs) All plates are 3X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. AA-Z 887 0 V-U 3084 0 Loading Z-Y 1895 0 U-T 3084 0 This truss spaced @ 24.0"oc supports additional Y-X 2674 0 T-S 2674 0 concentrated loads.At left end:8.09'stud wall(13.75 X-W 3085 0 S-R 1895 0 PSF)supporting 24-0-0 roof spans W/1-6-0 W-V 3185 0 R-Q 886 0 overhang.At right end:8.09'stud wall(13.75 PSF) supporting 24-0-0 roof spans with 1-6-0 overhang. Roof load:20.00 psf LL and 20.00 psf DL. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Additional Notes A-AA 0 -501 K-S 0 -480 See DWG CNSY42PL0118 for connection details of �,Nst•rrrfr�i+t', AA-B 0-1078 S-M 558 0 2 ply trusses. .. DQ +2x6 continuous strop back.See detail �•ss l\AN til. L/'' B Z 711 0 M-R 0 -692 STRBRIBR1014 for bracing and bridging :�/VP.•�\C E N S ;ti��� Z-C 0 -691 R-N 713 0 ((� F .lr eo C-Y 556 0 N-Q 0 -1077 recommendations. rNo 70773 Y-E 0 -481 O-Q 0 -502 Truss must be installed as shown with top chord up. -* The overall height of this truss excluding overhang is * 1-4-0. --0: •rIC.: It is the responsibility of the Building Designer and ) STATE OF ��/ Truss Fabricator to review this drawing prior to . .r••�� cutting lumber to verify that all data,including 0;,., ,,....../. ### �s• p A 1 .� _ dimensions and loads,conform to the architectural S' •. plans/specifications and fabricators truss layout. �##ice SON #0-278 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI end SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properiy attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITT ,PbPI 1,or for handling,shipping,installation and braciw„� ng oftrussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of orooessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI. www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Orlando FL,32821 Job Number: 18-2367 Ply; 2 SEQN:587029 /T12 FLAT Cust:R215 JRef: 1Wf12150002 CLINE Qty: 1 FROM:CDM DrwNo: 282.18.1130.41547 Truss Label: FT3 SSB / FV 10/09/2018 I 5 5 2 Complete Trusses Required 272 4'2"8 6'1"14 8'1"4 10'0"10 12' 1311"6 15'10"1 17102 19'9"8 21'8'14 24' 2'3"2 1'11"6I 1'11"6I 1'11"6I 1'11"6I 1'11"6I 1'11"6I 1'11"61 1'11"6I 1'11"6I 1'11"6I 2'3"2 =4X5 =3X5 =5X5 1112X4 =4X4 =4X5 A B C D E F G H I J K L M LI, �� ���� � {}�T__.._�i /�i/��/�(/�oI W25 Z V V U T S R M-321, -- 1,-- --_,/'-_,/'--, N 1112X4 Y X W =4X5 =3X5 =3X8 =7X6 =4X5 Q P 0 1112X4 211? 62„ .l 1178 i 62" X12 I2'1"10 1'11"6 1'11"6 1'11"6 I 1'11"6 1'11"6 I 1'11"6 I 1'11"6 1'11"6 I 1'11"6 1'11"6 2'1"10 ,I " I I " " I _ I " " I "2110 41 606 71112 9112 11108139141594 17810 198 2176 239 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 100.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.035 G 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.075 G 999 360 Z0 519 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.004 I - - W 1138 /- /0 /- /- /- Des Ld: 120.00 EXP:NAKzt:NA HORZ(TL): 0.008 I - - AA 1138 /- /0 /- /- /- NCBCLL:10.00 Mean Height:NA ft TCDL:NA psf Code/Misc Criteria Creep Factor.2.0 Q* 519 /- /- 1- /- /- X /-143 Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.682 TPI Std: 2014 Max CSI: 0.411 P /-144 ax Load Duration:1.00 MWFRS Parallel Dist:NAZ Brg Width=72.0 Min Req=- Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.608 W Brg Width=4.0 Min Req= 1.5 Loc.from endwall:NA FT/RT:20(0)/10(0) AA Brg Width=4.0 Min Req= 1.5 I:NA GCpi:NA Plate Type(s): Q Brg Width=72.0 Min Req=- Wind Duration:NA WAVE VIEW Ver.17.02.00.1013.16 Bearings Z,W,AA,&0 are a rigid surface. Lumber Additional Notes Members not listed have forces less than 375# Top chord 2x4 SP#2 Truss must be installed as shown with top chord up. Maximum Top Chord Forces Per Ply(lbs) Bot chord 2x6 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W1,W25 2x6 SP#2: The overall height of this truss excluding overhang is 1-4-0. B-C 461 0 G-H 0 -1471 Nailnote C-D 1442 0 H-I 0 -1075 E-F 0-1070 J-K 1443 0 Nail Schedule:0.128"x3",min.nails F-G 0-1471 K-L 461 0 Top Chord:1 Row @ 7.00"o.c. Bot Chord:1 Row @12.00"o.c. Webs :1 Row © 4"o.c. Maximum Bot Chord Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Chords Tens.Comp. Chords Tens. Comp. in each row to avoid splitting. X-W 0 -531 T-S 1197 0 Special Loads W-V 0-2258 R-Q 0 -2259 --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) U-T 1192 0 Q P 0 532 TC:From 345 plf at 0.00 to 345 plf at 7.50 TC:From 268 plf at 7.50 to 268 plf at 16.25 Maximum Web Forces Per Ply(lbs) TC:From 345 plf at 16.25 to 345 plf at 23.75 ��sutttttit� Webs Tens.Comp. Webs Tens. Comp. BC:From 7 plf at 0.00 to 7 plf at 7.50 " '4I BC:From 3 plf at 7.50 to 3 plf at 16.25 eNo: ..... . •M L,• B-X 0 -444 H-S 0 -418 BC:From 7 plf at 16.25 to 7 plf at 23.75 $ Q••••;C E Aid,k °, C-W 0-1053 S-1 1005 0 BC: 108 lb Conc.Load at 7.50,8.83,10.17,11.50 ::4; k. 0-• �•i� W-D 0-1077 I-R 0 -790 12.25,13.58,14.92,16.25 No 70773 D-V 1276 0 R-J 1276 0 *i :* _ V-E 0 -788 J-Q 0 -1077 Plating Notes E-U 999 0 Q-K 0 -1053 Alllates are 3X4 except as noted. P .:-p. ;tc` U-F 0 -418 P-L 0 -444 It is the responsibility of the Building Designer and ' STATE O F ALU Truss Fabricator to review this drawing prior to . .•,N cutting lumber to verify that all data,including il00 •4 p R �sr! -.° dimensions and loads,conform to the architectural 4i s ••••!!='+ i# %1/ 1. plans/specifications and fabricators truss layout. /���'O(vt.tt- #0-278 10/10/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building ComponentSafety Information,b TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ,,,.CO,,, ,,., truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of pro esstona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:wnw.alpineitw.com;TPI:www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 STR❑NGBACK BRIDGING rcoIC❑MMENDATI❑NS ►All scab-on blocks shall be a minimum 2x4 BUTT STRONGBACK BRIDGING TOGETHER 'stress graded lumber," • 1.-All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' ` �0 ►The purpose of' strongback bridging is to "p' ATTACH SCAB WITH l0d BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting in an overall increase In the SCAB 6' O.C. NOTE. IN LIEU OF SPLICING AS SHOWN, stiffness of' the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown In FOR AT LEAST ONE TRUSSSPACING STRDNGBACK BRIDGING SPLICEICEDETAIL details, is recommended at 10' -0' o.c. (max,) NDTE1 Details 1 and 2 are the preferred attachment methods pi.-The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably. 'Bracing' is an WEB W/ (3) lad COMMON 1;10000.11""° important structural requirement of any floor (0.148'x3') NAILS OR (4) 1Od BOX/GUNor roof system. Refer to the Truss Design O 1 0028'x3.0') NAILS /�� Drawing (TDD) for the bracing requirements for ���I /' / each individual truss component. 'Bridging,' �/ I particularly 'strongback bridging' is a /� r ik•�� recommendation for a truss system to help At`// ,�illr � control vibration. In addition to aiding in the `` `♦�% `\�� distribution of point loads between adjacent g I �►' truss, strongback bridging serves to reduce / `/ 'bounce' or residual vibration resulting from IIIIII �/ STRDNGBACK BRIDGING SPACING REQUIREMENTS moving point loads, such as footsteps. Up to 10'None required II'to 20'1 row(at renter of span) The performance of all floor systems are (2) IOd COMMON (0,148'x3.0') OR 20'to 30'2 rows(1 at each V3 poets) enhanced by the installation of strongback BOX/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRDNGBACK, 30'to 40'3 rows(1 at ead,1/4 coeds) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. Over 40' spode rows of 10'ac poets/ bridging and therefore is strongly recommended SCAB-ON BLOCK. ATTACH by Alpine. STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS For additional information regarding strongback OR (4)IOd BOX/GUN (0.128'x3.0') (1i00010° g g 9 NAILS. O ,10 / bridging, refer to SCSI (Building Component �� ��//� Safety Information), I � Itte `�/' ion11111ft, �1'*IMPif- :` P. •M• L•,0 / � • ATTACH S r..• /}/ IIIII TO BOTT c•...•BNI 'N8n•� • 0 1. (2) #104, E C •�(il STRDNGBACK BRIDGING ATTACHMENT ALTERNATIVES ` No 70773 eS oVARNDIGb r READ AND FBLLOV ALL NINES a THIS BRAVING .- * . TC LL PSF REF STRDNGBACK DPOiTANTo FURNISH THIS DRAWING TD ALL CSICTRACTLRS INCLUDING THE INSTALLERS.: e * wm- Trusses require extreme c in fabricating,handing,shipping,installing and bracing. Refer'So di 7f follow the latest edition of SCSI(Building Component Safety Infornetion,by TPI and SBCA)fore -14.t ;a' TC DL PSF DATE 10/01/14 peuotlees p for to perforning these functions. Installers shall provide temporaryy brachy per S.� w Unless ted otherwise,top hori MD have properly attanhed permaurnl 4..--*-w. restraint ora } STRBRIBR1014 '�MI_ 1 shall have bracing ion aned per SCSI sections H3,B7 or BIO, s applicable. Apply plates to each,��a A. •e I`vl �""1 of truss and tion as shown above arM on the.hint Details,unless noted otherwise. �••• O ` �-�J LL PSF Refer to draw 160A-Z for standard plate positions. Alpine,a NvisIon of ITV Building Components Group Inc.shall not be responsble for ony deviation><A�n (Pe..• . e J'_..s` ' TOT. LD, PSF AN ITW COMPANY this drawing any folia*to bald the truss in conformance with ANSI/TPI 1,or for handling,shipping, #, k]/ T' instollation 6 bracing of trusses. #� ON A , A serialonthis drawing wl:tovf page listing ty a�pta of of t pdawhsg 1���111t11111 DUR, FAC, 1.00 13723 Rverport Dove fe an=k nM refponsMSithye of the Bolding Designer.per ANSI/TPI 1 Seep. Suite 200 For more seeinformation this Job's general notes page and these web sites, Maryland Heights.MO 63043 ALPINE,www.alpineltw.comi TPI www.tpinst.orgi SBCA,wwwsbcindustry.orgi ICC'wwwiocsafe.org 410 2� SPACING I0�1�V1b System 42 Ply to Ply Connection Detail Using GRK (RSS) JTS 1/4x6-3/4 or Simpson SDS25600 or SDW22634 Strong Drive Screws or Equal. Max. Concentrated Load per Chart Below ++ Max. Uniform Load per Chart Below °x Mow Location Lod Refer to Alpine sealed drawing , 1lir 1 , 1 WAX lr Screw IIIMIlliMMINIAIIIIMIIII for individual truss design. 12'MnliiiihNIM0 0 0 0 0 0 SdVdifaio<<wnLoad Applied to This Pty �_ Apply screws to top chord within 12' of' the 3 1/2' 3 1/2' concentrated toad location @ 4' o.c., min, Truss Member (Chord Shown) evenly distributing them -to each side of the concentrated load. A maximum of' 6 screws may be applied to the top chord for each7 ...4111111\11111M111 3/4' concentrated load. 1 1/2' ..„UU1\\1\\\\,11\\\\UU\11\1U1111U11= IN For double top chords, evenly distribute theW `I”. For single top chord, see chart below for screw screws over both top chords, using same spacing guidelines specified above. The max spacing. For double top chord the screw spacing number of topchord screws Is 6per chord may be doubled (but may not exceed 24' o.c. per Screw Position In the Truss chord). Screw spacing shall be offset by1/2 the member for a total maximum of 12 screws. P 9 JTS or Strong—Drive Screw o,c, spacing In each chord. If the concentrated load connection requires more screws than 6 per top chord member and the load Screws need only apply to the extents of that load. Is located at a panel point where webs Intersect the top chord, the remainder of' required screws For chord sections supporting less than 100 plf apply may be applied to those webs below the one screw at each top chord joint location, concentrated load location evenly spaced @ 4' o.c., min, keeping the 3' min end distances. Each additional screw is worth 474 lb for SP webs, 442 lb for DFL webs, and 400 lb for SPF webs. # of Maximum Concentrated General Notes, Screws Load (lbs) (1.00 DF) Top Chord Screw Maximum Uniform Load (plf) SP DFL SPF ' 1. Screws centered along the 1.5' dimension of' the 4x2 member, o.c. Spacing (inch) Along Top Chord (1.00 DF) 2. Minimum end distance of 3'. SP DFL SPF 1 474 442 400 4 1422 1326 1200 2 984 884 800 3, Screws Installed with head in loaded member, 6 948 884 800 3 1422 1326 1200 4. Gap between plies not to exceed 1/8'. 8 711 663 600 4 1896 1768 1600 5. Screw location may be adjusted up to 1' to avoid conflict 10 568 • 530 480 5 2370 2210 2000 with other hardware or to avoid lumber defects. 12 474 442 400 6 2844 2652 2400 6. Do not Install screws In areas where lumber wane exceeds 1/4'. 14 406 ' 378 342 7 3318 3094 2800 7, Equal loads from both faces or loads that �1�1��� Q �r+ e 16 355 331 300 8 3792 3536 3200 distributed to each ply do not require ac biiq pZ7 t ly detail. 9 4266 3978 3600 l� ♦ 18 316 294 266 8. For 3x2 members use GRK CRSS) JTS 1/ ErjVs4 4.. 20 284 265 240 10 4740 4420 4000 SDS25412 or SDW22500 screws or eq 4/ R. '.''9��0 22 258 241 218 11 5214 4862 4400 9. Contact Alpine for special connectiorZ not coNee170177$1s : • 24 237 • 221 200 12 5688 5304 4800 detail. : *; m. a VARND4GIREAD AND FOLLOW ALL NATES ON THIS DRAWING' ." s * ' sI1PORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. f ./�• :�' T C L L PSF REF S Y 4 2 Connection Trusses require extreme care h fabricating,handling,shipping,instolling and bracing. Refer toward' '. STATE O F • r follow the latest edition of BCSI<Building Component Safety Information,by TPI and SBCA)for sa to . . TC DL PSF DATE 01/19/2018 practices prior-to performing these functions. Installers shah provide temporary bracing per BC;. /C Unle.s noted otherwise,top chord shall have properly attached structural sheathing and bottom�-'�`• ,• �.�> DL PSF DRWG CNSY42PL0118 w. shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of GCS ' ' . O �y /'p � 1 KFS r] 1 shall have bracing installed per BCSI sections 13, B7 or BIO,as applicable. Apply plates to each fore/ v •.. .• ��.R'�•� /L�/aL uJ IIlJ1I��\V\IJII of truss and position as shown above and on the Joint Details,unless noted otherwise. -r#00 S'� N =�'r BC LL PSF Refer to drawings 160A-2 for standard plate positions. I O Alpine,a division of ITV Building Components Group Inc.shot not be responsible for any deviation from �h 0 AN MAI COMPANY this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handing,shipping, ������� TOT. LD. PSF instollatIon 6 bracing of trusses. A seal on this drawing or cover pope listing this drawing,indicates acceptance of professional 13723 Rive rlrv.-,, engineering responsbNty solely for the design shown TheultablUty and use of this drowM DUR. FAC. 1.00 Sate 200 for any s ,r tructe Is the responsibility of the Building Designer per ANSI/TPI 1 Sect. 40-278 10/10/2018 Maryland H 3 63043 For more Information see this Job's general notes page and these web sites, SPACING ALPINE,www,alpineltw.conl TPI'www.tpinst.orgi SBCA.www.sbcindustry.orgi ICC.www.lccsof SY32/ SY42 PLY T = DLY LSC C❑N \ECTI - \ DETAIL FOR DOWNWARD LOADS ONLY Uniform Load Application Concentrated Load Application Installation Instructions: 1, Position and attach LSC Load applied to loaded ply with (3) 0.131"x1.5" to this ply LoMax. Load (lbs) toothid pplapplied nails into narrow face. ,fid (See Table) y Ag•� 2. Bend clip over adjacent ply ��!/�,I�� 1.1111,'"" / and attach with (3) 0.131"x1.5° l nails into wide face. /011 'ii 4014.0.41/0 4 0_de*ifr i 1 ,i, ii �� \ ,110 / ' i'\*.- li ....--_,„ ....-----. ....---„J.,.. ..--..4,t LSC42 for single 4x2 chords I1'11i I�l,��� LSC32 for single 3x2 chords Max. T.C. Uniform Ilk Load (plf) Clip SpSpacing Max Load Along Mos) n Top Chord _i _i 1 SP DF SPF/HF SP DF SPF/HF LSC42-2 for stacked 4x2 chords 935 810 585 12' o.c, LSC32-2 for stacked 3x2 chords 625 540 390 18' O.C. 1870 1620 1170 470 405 295 24' o.c. 375 325 235 30' o.c. Note: Install LSC adjacent, equidisto1fa111l11icv and not more than 6" on NDO Al• 1°0 Maximum LSC spacing is 30" ac. side of concentrated to a$Q+Q••e..:........ E N�q• 4,,9o.�� • •�• '•N • Refer to Alpine sealed drawing fpr 10119iv7c071l3 tr1� ass design, seVARNDA READ MID FILLOV ALL BUTES LIN THIS DRAWING! *• aIwFURNISHtPTA rFURNISHTHIS DRAWING TU ALL CINTRACTO(S INCLUDING THE INSTALLERS. : 1k • REF SY42 Connection Trusses require extreme core In fabricating,handling,shipping,installing and brachio Refer to BO: DATE 1001�14 follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for L_ • ,416 practices prior to performing these functions. Installers shall provide temporary bracing per d fl, • S TAT E F ((�r Unless noted otherwise,top phare holt have properly attached structural sheathing and battn.eh,�ry; . DRWG LSCSYX2A1014 shall have properly attached rigid ceiling. Locations shown for permanent lateral restraint of A •e Hall hove brachy Instolled per BCSI sections B3,B7 r 810,as opplkable, Apply plotes to each 4 f truss nd Itlon horn obove end on the Jdnt Details,unless noted otherwise. I e• p� •,.y J ��N L Refer to drarhps 160A-Z for standard plate pod tbnz. ��./s. w•••• ‘..."....0.., 'f-s AN RW COMPANY this d�'rowhg lily faDur,Vt bbed the uss Ar ronffornanceowitIttANSI/TPI 1��orohandl g,vshlppinglation fr�,00 ISI O s installation i,bracing of trusses. ��� N ' A seal on this*awg or cover page hating this drawing,indicate[acceptance of professional 1111111111♦ 13723 Riverpon Drive •ngh••rh9 r rty solely far the design shorn The suttabllty and use of this drawing Suite 200 for any structv-e Is the resporn♦Illty of the Bulaing Designer per ANSI/TPI 1 Seca. Maryland Heights,MO 83043 For more information r tNs Job's general notes tes page and these web citesi ALPINE,www.olpheltaconl TPB'www.tphst.orgr SBCA,r r.sbdndustry.orgl ICC.wwr.lccsnfe.org , -,-7g 1p/l(u1 (UR DUR. FAC. ALL 0-:.4. I- I d., H 2_ 45' I_ 22 I 910-4 1 A 4 !J - 11 S• ' L. T I III' III, r-------7 a —_ i_ IlIII III 1111 , _—I, f 111i ii ° m Il 211 I ait: 15 2 L.L 111111.1111 _______1_ _ 1 , ,1. _\._ i l' __, _ I. — .71 7 Tz �. 1 I m a 7) ; — 'X.' ;�i� 1 Ili I ' 1' /111111111111 CM ii iy co • „ III 3 I �- i III 1r r I I I I I X5'6"#Ib}e-9' I 27'10" J -- / -I T Ih j 1 111111 C . ROOF PITCH:3,4,5,610/12 1 W.B.Howland Truss Co. _ CLG PITCH:7 01512 610 11TH STREET SW 2 • OVERHANG:14 3/4"6 20 3/4"PI Live Oak,FL 32064 o 8 _1111111111111 I(386)362-1235 1 >w LOADING:40 PSF. (366)362-7124(Fax) •• I WIND LOAD:130 MPH--- EXPOSURE:C howlandtruss omail.com Lu C EXT WALLS'.ICF 62%6% ' IIHI 45 iT) co Z Ur CD—_ C 151'---R1 DATE'8/4/18 J•)_a N. O -, �; , I ■�1I■■ 03 z "" 16 ai ' Q o cEv E cWtZ zo.°'0w .. ��0Qu) INSCCAEB�RHAN5 �,AITi -_---_ O ...................„, JOB NO: 6' I 12 I 6' 26' 1 24. 18-2367R PAGE NO: 1 OF 1 I 20 'I ;it 114 I e = '-L---••4"11. Q ' l 141 L g-. ells ` 4'11' �,-- 812. I 11 - - f(t r - 18.1.8 J "1 Ii 'a II II ii 1 I t IIJ t II F. 1 p' A _ 1!I 1.654 I N I cl a . 11 239'1: ( t 1 r-- co ese >RwM CO ill ' .1., �� .t -����� NI Ili I J oS ill t 4i III ------ i. 1 J I m III } _sitz µ } ill "i II A a .f -- — `1--- O , j .11i - Fr- i1 tar, 66 I r- _18113 �- - IKKISE 1. yP J 1 RUCG€P IS POTlE R11 LEDfiER IS BV OIHERS 18'1"8 I 1 111N C IW.B.Howland Truss Co. @ 610 11TH STREET SW Live Oak,FL 32064 OS> I- (386)362-1235 C K - mi (386)362-7124(Fax) a� N >(0 c howlandlrussdamail.com I avs► . s1— Z x 2 �• e.s�v it ww uiQCO6Q o 1 M a y1 ' r?', I , 1 I ■ cEo E c�aiZ �� j 1.1 I t 1 1 1 1 f 1 Z O �°W .. t t1.p cep�mE�1Oy�tr�To{c. I p 3 N°Q II •:., HOUSE •4SSO0 1. 1 _ 10 PSF OEb 7C �' V°Q U) 111OF DEAD•BC . fllla11 11II 1I • ! 1 1 JOB NO: 24 { --_ _.:�: 18-2367 I. 25 -j PAGE NO: 1 OF 1 ZPIIIMMIW Alpine, an ITW Company OFFICE C . , 6750 Forum Drive,Suite 305 Orlando,FL 32821 ALPINE* Phone:(800)755-6001 .• � www.alpineitw.com IRV—Site Information: Customer: W.B.Howland Company,Inc. Job Number: 18-2367R JobDescription: CLINE Address: 7 City,State,Zip: Atlantic Beach,FL Name, Address and License#of Structural EOR if one exists for the building: Name: License#. Address: City,State,Zip: State: Job Engineering Criteria: Design Code: FBC 2017 RES View Version: 17.02.00.1013.16 JRef#: 1Wf12150001 Wind Standard: ASCE 7-10 Wind Speed(mph): 150 Roof Load(psf): 20.00-10.00-0.00- Floor Load(pst): None 10.00 This package contains a job notes page, 41 truss drawings and 7 details. Item Seal# Truss 1Item Seal# Trus s 1 283.18.1051.47347 A01 2 283.18.1051.48693 A02 3 283.18.1051.50070 A03 4 283.18.1051.51533 B01 5 283.18.1051.55453 B02 6 283.18.1051.57757 B04 7 283.18.1052.59043 B05 8 283.18.1053.17417 B06 9 283.18.1053.20733 CO1 10 283.18.1053.30713 D01 1 11 283.18.1053.36910 D02 12 283.18.1053.40470 D03 13 283.18.1053.44537 D04 14 283.18.1054.00320 FT1 15 283.18.1054.02800 H01 I 16 283.18.1054.22433 H02 17 283.18.1054.30697 H03 18 283.18.1054.33670 H04 19 283.18.1054.36453 H05 20 283.18.1055.21440 H06 21 283.18.1055.37637 K01 22 283.18.1056.06527 K02 23 283.18.1056.09750 L01 24 283.18.1056.32027 L02 25 283.18.1056.40090 MO1 26 283.18.1056.42140 M03 27 283.18.1056.44710 M04 28 283.18.1056.48113 V01 29 283.18.1056.52853 V0230 283.18.1056.54550 V03 31 283.18.1056.58380 VO4 I32 283.18.1057.02950 V05 33 283.18.1057.04770 V06 34 283.18.1057.09013 V07 35 283.18.1057.12873 V08 36 283.18.1115.TMs docs .1 has been elle.. iiWd �IGa �sigrlatrre.Printed cally .S copies • tan original rignatare oast I be verified using the original electronic 1 version. !i IIIMIIneftM .iN�.•N>CENSf'%.Of. ti No.70861 t STATE OF j .'•. •c / 4,7 Ss/QNAt 10/10/2018 r"I'"' Florida Certificate of Product Approval#FL1999 Printed 10/10/2018 11:22:32 AM Alpine, an ITW Company 6750 Forum Drive,Suite 305 Orlando,FL 32821 ALPINE Phone:(800)755-6001 www.alpineitw.com —Site Information: Customer: W.B.Howland Company,Inc. Job Number: 18-2367R JobDescription: CLINE Address: -1 City,State,Zip: Atlantic Beach,FL Item Seal# ,Truss Item Seal# Truss 37 283.18.1057.27433 G03 38 283.18.1057.33640 G01 39 283.18.1057.47103 G02 40 283.18.1114.42190 FT2 41 283.18.1115.15457 B03 C r • o pN c --- _a 0 0 ),,f ,,e . _ 9, - o .iii f'j ' 409 sa F 8 ..g2 � v ''? ',9 4; > I a! +� _C 1u t2 i'� ) I This document has been electronically t i0 -� fl C C 3U i �, I signed using a Digital Signature. Printed C V c 0)C Q 't 'J' 4 Q �•• copies without an original signature must •O 1L Li, c O o` yc be verified using the original electronic tYJ N Y . C. — rv. ��i1 version. ( ) a Q W m E E G U 01 CA d) 7 GLL���!!�� MINimkw N , �' b. y N Ci .Q I 1 I O m w ¢ oa ^ Q . C5v � No.70861 I., o } D Q C y (� , p C Q •() p O .v S . f: C 0 Z wLI; E c ;---8 s i s Ili g STATS OF � rfU wo H .Uoora $2c OA J Ww o ? � Joel_ /QNp1,� L ? ,` 9�J �vC, - ` 10/10/2018 r' ►s "'0 c C a c07.a yJ oL cU -0 5 5- m Florida Certi Ica e o --••• .. _ • - ••• Printed 10/10/2018 11:22:32 AM Job Number: 18-2367R Ply: 1 SEQN:586257 /T18 COMN Gust:R215 JRef: 1Wf12150001 CLINE Qty: 10 FROM:CDM DrwNo: 283.18.1051.47347 Truss Label: A01 KD / WHK 10/10/2018 717'10 , 4.10.91 10• I 1517 1 171"61 20' 71710 ' 1'11•'15 5.1.7 5'1'7 7 710'10 ..4X4 _ D N(4 n1z •2X4 10 7 CmSRS) °BF Io T AI 16,°2 Gam■ u L K J I H 14%10 112X4 .3X4 .3X4 =3X4 12X4 14X10 .3X4(B1) .3X4(81) 112 19'619 112 77110,71100 1710'1010 I 35'6 I 6'8' I 3'56 I 710'10 5 I 6'8' 13'4• 171-6 20 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.030 I 999 240 Loc R+ /R- /Rh I Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.061 I 999 180 A 932 /- /- /516 /448 /344 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 F - - M 932 /- /- /516 /448 /- Des Ld: 40.00 EXP:C Kzt NA HORZ(TL):0.050 F - - Wind reactions based on MWFRS Mean Height 26.93 ft A Brg Width=6.2 Min Re NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 q= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.452 M Brg Width=6.3 Min Req= 1.5 Load Duration:1.25TPI Std: 2014 Max BC CSI: 0.514 Bearings A&M are a rigid surface. MWFRS Parallel Dist 0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.528 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 493-1060 D-E 669 -948 Lumber B-C 528 -983 E-F 528 -984 C-D 669 -947 F-G 493 -1061 Top chord 2x6 SP#2:T2,T3 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) :Lt Wedge 2x6 SP#2::Rt Wedge 2x6 SP#2: Chords Tens.Comp. Chords Tens. Comp. Loading A-L 717 -258 J-I 517 -114 L-K 714 -256 I-H 715 -256 Truss passed check for 20 psf additional bottom K-J 517 -114 H-G 718 -258 chord live load in areas with 42"-high x 24"-wide • clearance. Maximum Web Forces Per Ply(lbs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C K-D 390 -317 D-I 395 -317 member design. Left and right cantilevers are exposed to wind mouse ttlNottao4 Additional Notes `"-""tA H. h The overall height of this truss excluding overhang is •••••. y��`4� 9-0-6. _••••• E •••••�� 'psi ittit i0.708■ 1 s : , I S S •T : O : COA *PON L % flantaiiiiM10/10/2018 �' **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by.TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, /11111 as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ171,,0k,,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA peal on this drawing or cover page• 6750 Forum Drive listing this drawing indicates acceptance of proresslonar engineerin responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586722 /T44 COMN Cust:R215 JRef: 1Wf12150001 CLINE Qty: 2 FROM:CDM DrwNo: 283.18.1051.48693 Truss Label: A02 KD / WHK 10/10/2018 " 4'10'9 10' 15'17 20' 1 7102'10'1010 I 1'1,"151 517 ! 517 ! 4'10'9 l .4X4 E dh 10#5X5(SCT1 ICA;� L K J I .V(�1C3) tl2X4 .3X4 =3X4 ..3X4 13X6(E5) 13X12 109'4 1 7,0',0 3'9"6 ee' 0e' 710',0 I6'S" ! 134• I 20 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL):-0.085 G 999 240 Loc R+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.095 G 999 180 A 955 I- /- /527 /459 /344 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.069 G - - H 909 /- /- /497 /439 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL):0.079 G - - Wind reactions based on MWFRS Mean Height 26.93 ft Code/Misc Criteria CreepFactor.2.0 A Brg Width=6.2 Min Req= 1.5 NCBCLL:10.00 TCDL:5.0 psf H Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.526 P Bearings A&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.590 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.623 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 539-1183 E-F 719 -104 Lumber B-C 510-1074 F-G 556 -1072 C-D 544-1013 G-H 573 -1175 Top chord 2x4 SP#2:T1 2x6 SP#2: D-E 686 -979 Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.730' Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x4 SP#3:BLOCK LENGTH= 3.195' Chords Tens.Comp. Chords Tens. Comp. Loading A-L 740 -270 J-I 542 -112 L-K 738 -268 I-H 818 -310 Truss passed check for 20 psf additional bottom K-J 542 -112 chord live load in areas with 42"-high x 24"-wide clearance. Maximum Web Forces Per Ply(lbs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C K-E 377 -318 E-I 501 -374 member design. Left cantilever is exposed to wind wtntniftwo Additional Notes /15: H. i 4.4 y. The overall height of this truss excluding overhang is .�sr.�E�•S...11/09-0-6. .�\V k` •i., 1. I 1 III o.708,1 x S I* i i : ' i 1,00 S •T ' O •:QF 13,*•• P� f -�. ' •r• �4,, s 4:4::: dit COA 41481 I iftemoni10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, /4116 as applicable. Applplates to each face of"truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of MA/Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ,,WAY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance oftarotessiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is te responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitwp.com;TPI: www.tpinst.o SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R Ply: 1 SEAN:586268 /T3 GABL Gust:R215 JRef: 1Wf12150001 CLINE Qty: 2 FROM:CDM DrwNo: 283.18.1051.50070 Truss Label: A03 KD / WHK 10/10/2018 1 7796 1 gi2 76-19 10' 1T719 149'4 71z Y1z 1 7710 I 7710 I rale T •,404 _ (TVP) 14 E sct iiil1h I . SC T 'ill° M 44.i 2)1 3 6- 44(( N ) .3x4 .37(4(c3) IT 149'4 I I m I (NNL) (NNL) I-4-H I-4'-I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSl Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc LJdefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL):-0.004 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.004 C 999 180 A* 88 /- /- /50 /44 /17 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.008 C - - Wind reactions based on MWFRS EXP:C Kzt NA Des Ld: 40.00 HORZ(TL): 0.009 C - - A Brg Width=234 Min Req=- Mean Height 26.43 ft BearingA is rigid surface. NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:2.0 a Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.104 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.074 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CS!: 0.319 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x4 SP#2 Bat chord 2x4 SP#2 Webs 2x4 SP#3 :Stack Chord SC1 2x6 SP#2: :Stack Chord SC2 2x6 SP#2: Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels use purlins to brace TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C atIIlmolfflfgrrflrlr„ member design. 416H. 4+r�y4 Left and right cantilevers are exposed to wind ye `� ••.S.• `1� .- Additional Notes 4 .S :a A\G SA' ••• !- See DWGS A16030ENC101014&GBLLETIN0118 for ;• gable wind bracing and other requirements. O 708. ) • 7.:Stacked top chord must NOT be notched or cut in area(NNL).Dropped top chord braced at 24"oc - * • intervals.Attach stacked top chord(SC)to dropped • • a top chord in notchable area using 3x4 tie-plates 24" oc.Center plate on stacked/dropped chord —..k.% S •T ' : Q` interface,plate length perpendicular to chord length. si .A :% • � tt,� t£ Splice top chord in notchable area using 3x6. ••••1: ., ••. �V, The overall height of this truss excluding overhang is �s •••.1•••' taG\0}` 8-5-3. COA"64,7ION AL �at•�\tt�� 4Allanfwuwt* 10/10/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin,g,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) safety practices pnor to performing these functions. Installers shall provide temporary bracing par BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MINI COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:588199 /T28 COMNI Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1051.51533 Truss Label B KD / WHK 10/10/2018 30'14 52'5 13'59 18811 23'10"2 2611' 1 30'14 i 517 I 5'73 I 673 I 51'7 1 3714 -4XD4 \3x4 •CE A1O T3 b ./ ..4 I M 1 T - ■t M L KJ I .4x4(:I) •2x4 .384 -6810 =3X4 11254 4103) I 28412 2112 3'0'71 517 539 539 517 3414 ! 3414 ! 875 I 1359 I iSeYt I 23102 I 2511' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl IJ# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.045 L 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.097 L 999 180 A 1148 /- /- /662 /144 /348 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 I - - N 1168 /- 1- /677 /145 /- Des Ld: 40.00 EXP:C Kzt NA HORZ(TL): 0.039 I - - Wind reactions based on MWFRS Mean Height 28.37 ftCode/Misc Criteria CreepFactor.2.0 A Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:5.0 psf N Br Width=6.3 Min Req1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.322 g = Bearings A&N are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist h/2 to h TPI Std:2014 Max BC CSI: 0.947 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.922 Members not listed have forces less than 375# g Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 357-1407 E-F 379 -1251 Lumber B-C 385-1273 F-G 360 -1347 C-D 408 -960 G-H 371 -1438 Top chord 2x6 SP#2:T2,T3 2x4 SP#2: D-E 407 -960 Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.852' Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. r cing A-M 1657 -368 K-J 875 -102 (a)Continuous lateral restraint equally spaced on M-L 994 -237 J-I 939 -200 member. L-K 890 -155 I-H 940 -202 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(lbs) member design. Webs Tens.Comp. Webs Tens. Comp. Right cantilever is exposed to wind C-K 235 -412 K-E 230 -386 D-K 751 -357 Additional Notes oµrytNtrlllryr14/r The overall height of this truss excluding overhang is a906 _` � rrpr�r4, 11-10-15. 04 ,.....• Rig ., E. 0.708,1 . s f a ,0 , S •r . o .'4ate Siottif,f%is: t —1"..0 , .Art coA ,`ION Ai.ENG r .rn..rw 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted Cttherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Allnwcoewffl truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of roTessronat engineering responsibility solely for the design shown. The sui page and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this lob's general notes page and these web sites.ALPINE: www.alpineitw.com;TPI:wwH.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367R Ply: 1 SEAN:588201 /T30 COMN Cust:R215 JRef: 1 Wf12150001 CLINE Qty: 3 FROM:CDM DrwNo: 283.18.1051.55453 Truss Label. B02 KD / WHK 10/10/2018 3014 975 1358 18'9.11 27102 24.1,1; l 3'0'14 I 19 I 53.3 I 53.3 I St7 ! I .4X4 D - \3X4 �G4 E 12 ,`• T3 6 10 mc Al5X10 F 1L3X4� / .4X4(81) 1154 .3%4 .6X10 ,91 1254 4153) .3X4 .3X4(63) A 251013 j 2014 51.7 873 073 517 3'01 70.14 I 575 I 13'58 I 18511 I 2315.2 I 2511! Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.049 K 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.098 K 999 180 A 1247 /- /- /668 /145 /348 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 I - - H 1245 /- /- /666 /145 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL):0.038 I - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 28.37 ft Code/Misc Criteria Creep Factor.2.0 A Brg Width=5.5 Min Req= 1.5 TCDL:5.0 psf H Big Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.318 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std:2014 Max BC CSI: 0.469 Bearings A&H are a rigid surface. RepFactors Used:Yes Max Web CSI: 0.934 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 359-1526 E-F 389 -1425 Lumber B-C 389-1422 F-G 379 -1541 C-D 411 -1074 G-H 373 -1614 Top chord 2x6 SP#2:T2,T3 2x4 SP#2: D-E 411 -1074 Bot chord 2x4 SP 2400f-2.OE:B2 2x4 SP#2: Webs 2x4 SP#3 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.852' Maximum Bot Chord Forces Per Ply(lbs) �----- Chords Tens.Comp. Chords Tens. Comp. BacinF g A-M 1814 -369 K-J 1005 -108 (a)Continuous latera)restraint equally spaced on ... M-L 1084 -236 J-I 1123 -226 member. L-K 1002 -153 I-H 1125 -228 Loading Truss passed check for 20 psf additional bottom Maximum Web Forces Per Ply(lbs) chord live load in areas with 42"-high x 24"-wide Webs Tens.Comp. Webs Tens. Comp. clearance. C-K 235 -452 K-E 236 -457 Wind +„ $M1INip4 D-K 895 -362 Wind loads basedaon MWFRS with additional C&C A•e`11�^�{ us �,",h ' member design. 1`r� r [ ��1 y�fi ••.......e•. '4 Additional Notes 1•�i••`GE S /i1 The overall height of this truss excluding overhang is � �l• `'_ 11-10-15. • • 4. 08.1 i•t S .T ; 0 , Q = COA ION AL___„006 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for'permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the N,n,4, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of orooessionai engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.icosafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1SEON:588205/T34 SPEC I Cust:R215 JRef: 1Wf12150001 CLINE FROM:CDM DrwNo: 283.18.1051.57757 Truss Label: KD / WHK 10/10/2018 }f9 5f1 13'58 158; 'S',,t'9 I }fK 1 f1111 1 5,'1 I lZH I .Q* r, 1 [ 1\111 f 16 1017 T, I _ 1 H G .5X0(81) 11Z18 .3%< .3%.8X10 D t 1 1511" l }f8 fat 51'! ?S• I 3f6 I c4 ]T! 1 15, 1Z 111 Loading Criteria(pal) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.020 I 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.040 I 999 180 A 727 /- /- /451 /73 /349 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.008 E - - F 727 /- /- /536 /276 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.012 D - - Wind reactions based on MWFRS Mean Height:28.37 ft A Br Width=5.5 Min Req1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 9 = TCDL:5.0 psf F Br Width=3.0 Min Req3.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.358 g = Bearings A&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.579 RepFactors Used:Yes Max Web CSI: 0.703 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 178 -854 B-C 154 -673 Lumber Top chord 2x4 SP#2 Ti: 2x6 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-J 975 -527 I-H 430 -304 :Rt Bearing Leg 2x4 SP#3: J-I 591 -498 racing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) ember. Webs Tens.Comp. Webs Tens. Comp. Loading C-H 383 -499 E-F 370 -574 H-E 597 -345 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind ottiswinissirrlryrr/�'/ Wind loads based on MWFRS with additional C&C �p,0 Fi f • / member design. ,fir / , Right end vertical not exposed to wind pressure. ��•e e•.jE..S•..�f„ . ♦ `\ Additional Notes 11�♦•• v �:� The overall height of this truss excluding overhang is ♦� 11-10-15. 1 : Q.708 f 1 ' • . * � . : .1 •o � wj♦ S .T ; Q .. .: Qf• coA /gNAt ,% i 10/10/20118 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by_TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1,or for handling,shi0/,111*, ,. pping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586718 /T21 COMN Cust:R215 JRef: 1 Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1052.59043 Truss Label: B05 i ' KD / WHK 10/10/2018 I � ~," Ferf- isn153 +1 z+'++' I +,rF, 6s , Fig �g I 5'HI +2 S Iv+vcl Ya10f1"0I N ..2xa. iiR C Ak N:s.V _ 1 Ai I ." IL, ... 2 Y x AD .• . . S) JD •S M .610 •YN .1)'()5g'' 1 25551 Ill, Ire 1047I ec esa I T1ay6I 19 s;551'1J +ar- 2m• I 2ave x+1.. (NNL) 1•-a _i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.033 I 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.067 I 999 180 A' 185 /- /- /112 /29 /46 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 J - - AD 912 /- /- /577 /61 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.058 J - - Wind reactions based on MWFRS Mean Height 27.98 ft A Br Width=91.0 Min NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 9 Req=- Soffit 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.308 AD Big Width=6.3 Min Req= 1.5 BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.447 Bearings A&AD are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.307 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 E-G 494 -918 Q-R 328 -681 Lumber G-J 429 -819 R-S 310 -673 J-L 414 -796 S-T 303 -912 Top chord 2x4 SP#2:17 2x6 SP#2: L-M 335 -678 T-U 200 -936 Bot chord 2x4 SP#2 M-O 376 -745 U-V 168 -1013 Webs 2x4 SP#3 O-Q 382 -735 V-W 200 -1121 :Stack Chord T1 2x4 SP#2: :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.729' Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. E-Z 1426 -105 Y-X 693 -55 (5*)3 plate(s)require special positioning.Refer to Z-Y 509 0 X-W 693 -56 scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. �" " �rnl�fegiu Left and right cantilevers are exposed to wind � H. /r_h4-p Additional Notes k •`• GE c� •. 0 The overall hei ht of this truss excluding overhang is �• �' F :` t 4 ember to be laterally braced for horizontal wind loads. I iQ. 08. 1 s racing system to be desiged and furnished by othe s * i If ' 't S 'T = o . Ii\ COA Ss oruAtiaV of ' maw- 10/10/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,W ,Y truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of proTessional engineeringresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPISuite 305 Or1 Sec.2. Suite o FL,32821 For more information see this job's general notes page and these web sites: ALPINE www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367R Ply: 1 SEAN:586713 /T2 COMN Gust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1053.17417 Truss Labe :r• KD / WHK 10/10/2018 +v o irli-ors 11 ivr F n-g , zs�a `r��i11 4.A.r—r'z 1 ural 1711A r =.. sii I 24.780 ze.a I a^1R3F111000,..2X V i \ ii " O T iiiih, .1.211,`, 1 ,,A yu . ,_. _ T Ari IMI :4 Mw•._w 13%64 sl IG AS M •5X8 .304 .'31(44••,C13) 91' 2ar. 1 I •re 10.6, ce ve 22;7 �' m•rl I p3.. I z�veaI rn. I (NNNL) f-- -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.033 I 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed tu:NA Cs:NA VERT(CL): 0.066 I 999 180 A` 187 /- /- /112 /30 /46 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 J - - W 901 /- /- /566 /62 /- Des Ld: 40.00 EXP:C Kzt NA HORZ(TL): 0.057 J - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:27.98 ft TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 A Brg Width=91.0 Min Req=- W BrgWidth=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.279 Bearings A&W area rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.441 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.324 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 E-G 497 -927 Q-R 331 -695 Lumber G-J 432 -827 R-S 312 -686 J-L 418 -804 S-T 312 -960 Top chord 2x4 SP#2:17 2x6 SP#2: L-M 338 -688 T-U 207 -973 Bot chord 2x4 SP#2 M-O 378 -753 U-V 172 -1041 Webs 2x4 SP#3 O-Q 385 -747 V-W 169 -1109 :Stack Chord T1 2x4 SP#2: :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.729' Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. E-Z 1448 -101 Y-X 739 -61 (**)3 plate(s)require special positioning.Refer to Z-Y 524 0 X-W 740 -63 scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. yo,iliarttprfruy, Left cantilever is exposed to wind ,I��"'b,,0 H. 'r���yi,. �Q �. Additional Notes �0 �`••'•�E�•.' `/ /% The overall height of this truss excluding overhang is 1-i`; >G SF •••�� t. 11-6-6. v •• $ s +Member toe6laaterally braced for horizontal wind loads. $ • O.708'1 ' bracing system to be desiged and furnished by others. z. • s * i : ' s • • S ••T 0 NoNZA CoAF*sONAL .\" 10/10/2018 **WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the v,,,r,c ,,, truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of pro esstonaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:586371 /T15 COMN Cust:R215 JRef: 1 Wf12150001 CLINE Qty: 5 FROM:CDM DrwNo: 283.18.1053.20733 Truss Label: CO1 KD / WHK 10/10/2018 F- 3' I 6' -1 3' 3' 1114X5 B r, 10 12/ .co N EnAIL A C 4 misommi_r ... 2 D .__. 4X6(B2) 1112X4 =4X6(B2) r 6, 1 3 F _� 3 � 3' 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSl Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.001 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.002 D 999 180 A 258 /- /- /151 /32 /98 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 258 /- /- /151 /32 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.002 D - - Wind reactions based on MWFRS Mean Height:20.36 ft A BrgWidth=3.5 Min Req1.5 NCBCLL:10.00 TCDL:5.0 psf Code!Misc Criteria Creep Factor:2.0 = Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.043 C Brg Width=3.5 Min Req= 1.5 P Load Duration:1.25 MWFRS Parallel Dist h to 2h TPI Std:2014 Max BC CSI: 0.068 Bearings A&C are a rigid surface. RepFactors Used:Yes Max Web CSI: 0.041 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Lt Wedge 2x4 SP#3::Rt Wedge 2x4 SP#3: Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-2-6. 00,6smw illMlfu b too 14' � � /�' y •.••.•..•�A%i '"L ��V,.• EE S'•• 1 i i S 0. 0$,1 .•it. x . • • At• S •T * O • s CoA irilt S ONA10 I 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.g Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face_of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A, ,l_�,,,,K, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci ng of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of prooessional engineering responsibility solely for the design shown. The suitability Suite and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305OrlandFL,32821 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinstorg;SBCA:www.sbcindusiry.com;ICC: www.iccsafe.org Job Number: 18-2367R tV SEQN:586387 /T35 COMN Gust:R215 JRef: 1Wf12150001 CLINE Qty: 6 FROM:CDM DrwNo: 283.18.1053.30713 Truss Labeto KD / WHK 10/10/2018 zra 4'1P13 ras I u• I 1013 I 22:,..6.413 z4• 251 z'S/ Y192 4.119 71.3 2.24;8 INE' rs DNF ,33X4 to c /i���_..�I'i\,o4 o x M 1/4 e4X10 •H0310 80,°/'�M09f0 �\ 3X4 .X. /5X5 1 !:1 .,Wtr ,1X4 .]X4 I 24 I I z rsv I 71121 0117 I 4.119 I T112I 254 I z I . p 208 41P13 3V9 12' 10119 19'19 21'49 z3'B! sem- Y8 z7' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.273 N 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.611 N 453 180 R 1075 /- /- /636 /377 /409 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.497 J - - J 1075 /- /- /636 /377 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 1.114 J - - Wind reactions based on MWFRS Mean Height 20.25 ft Code/Misc Criteria Creep Factor:2.0 R Brg Width=5.5 Min Req=5.5 NCBCLL:10.00 TCDL:5.0 psf J Brg Width=5.5 Min Req=5.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.372 Bearings R&J are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.898 Members not listed have forces less than 375# Spacing:24.0" , C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.931 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ven.17.02.00.1013.16 A-B 685-2042 E-F 461 -152: B-C 1050-3563 F-G 1118 -4571 Lumber C-D 1118-4571 G-H 1050 -3563 Top chord 2x6 SP#2:T2,T3 2x4 SP#2: D-E 461 -1522 H-I 685 -2042 Bot chord 2x4 SP#2 Webs 2x4 SP#3:W1,W17 2x6 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on R-Q 331 -650 N-M 3173 -517 member. Q-P 2243 -928 M-L 3515 -798 Plating Notes P-O 3658-1172 L-K 1893 -562 O-N 3173 -882 K-J 189 -495 All plates are 5X10 except as noted. Wind Maximum Web Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. A-R 291 -818 N-F 629 -2173 �•4pt11Nttl{tpkNr��r/,, A-Q 1979 -635 F-M 2444 -492 Additional Notes ��^>� H. y/.�O,ff B-Q 270 -794 M-G 796 -78 WARNING:Furnish a copy of this DWG to the , ......, •t,Q y B-P 1269 -213 G-L 97 -604 installation contractor.Special care must be taken �e•!`GE s'•. f 4L� P-C 97 -604 L-H 1269 -204 duringhandling,shipping and installation of trusses. •4 F See'WARNIG"note below. •• ' f- C-O 796 -89 K-H 270 -794 • O-D 2550 -752 K-I 1979 -635 Shim all supports to solid bearing. ;e Q 70$ 1 z D-N 743-2230 J-I 291 -818 The overall height of this truss excluding overhang is I ; s -N 1474 -391 11-4-0. *k • ,�t S% T : O ;Qr .1. s c� Vic:q.1 —1:..0. I coal tills ONAI ,,00 { 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by.TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 810, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the R,MtYWORMY truss in conformance with ANSI Building PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro essronar engineering responsibility solely for the design shown. The suitability Suite and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305OrlandFL,32821 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586392 /T14 GABL Cust:R215 JRef: 1 Wf12150001 CLINE Qty: 4 FROM:CDM DrwNo: 283.18.1053.36910 Truss Label: D02 KD / WHK 10/10/2018 ,o ire 1,6u 1r I" 1 -11:: I r6z 117 ,,, I 13 I 343'I 210 I 11 zsa -I—z-1) 11 nm 41 101 .zza .27 17,F : b I CO /!� 12X4 1.4 .214 .yr0 .2C1 .111:51171 x%1r�,\ Z� \ .:10 12 ON. 12X4 a - 6T1 i- 41614 1 nr1 41 a I 7: I 7492 I 1119 I 7111-7•7 I f9:1123 I x754 I '....1 �� <1613 109 , 31'6. x368`,�� zs-e x7' (NNL) (NNL) 1--n-1 1--'--I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL):-0.019 H 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.032 H 999 180 M 139 /- /- /408 /341 /402 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 J - - AA'142 /- /- /159 /59 /- EXP:C Kzt NA Des Ld: 40.00 HORZ(TL): 0.025 J - - T' 142 /- /- /101 /42 /- NCBCLL:10.00 Mean Height 19.87 ft Code/Misc Criteria Creep Factor.2.0 Q 139 /- /- /108 /81 /- TCDL:5.0 psf Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.204 Brg Width=5.5 Min Req=5.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.167 AA Brg Width=79.0 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.330 T Brg Width=79.0 Min Req=- Loc.from endwall:Any FT/RT:20(0)/10(0) Q Brg Width=5.5 Min Req=5.5 GCpi:0.18 Plate Type(s): Bearings AA,AA,T,&Q are a rigid surface. Wind Duration:1.60 WAVE VIEW Ver 17.02.00.1013.16 Members not listed have forces less than 375# Lumber Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 See DWGS A16030ENC101014&GBLLETIN0118 for Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 gable wind bracing and other requirements. AA-Z 533 -557 Z-Y 414 -412 Webs 2x4 SP#3:W1,W17 2x6 SP#2: Stacked top chord must NOT be notched or cut in :Stack Chord SC1 2x4 SP#2: area(NNL).Dropped top chord braced at 24"oc :Stack Chord SC2 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped Maximum Web Forces Per Ply(lbs) top chord in notchable area using 3x4 tie-plates 24" Webs Tens.Comp. Webs Tens. Comp. Plating Notes oc.Center plate on stacked/dropped chord X-F 102 -424 L-T 102 -424 All plates are 3X4 except as noted. interface,plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. Loading Shim all supports to solid bearing. Gable end supports 8"max rake overhang.Top The overall height of this truss excluding overhang is chord must not be cut or notched. 10-11-7. Purlins In lieu of structural panels use purlins to brace TC @ ogoKpt+omprrrih 24"oc. 016 1''�l H. r�rh,, <; Wind .# ��` ....... ,1Q I/ ' Wind loads based on MWFRS with additional C&C ���••• .i,.CrE PYSF .'• �1 member design. $�:' • i o.708'l L* � • _ ,a' SAT : . O r itisis (cs .• Gam* CO 44 oNALtiNo' Noninemos 10/10/2018 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otterwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for.plateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MOW COMPANYtruss in conformance with ANSI/TPI 1, or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of proTessionaf engineeringresponsibility solely for the design shown. The suitability and use of this a&awing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586385 /T1 COMN Gust:R215 JRef: 1Wf12150001 CLINE Qty: 15 FROM:CDM DrwNo: 283.18.1053.40470 Truss Label: D03 KD / WHK 10/10/2018 I. 4'9"4 I 9'5"6 I 12 I_ 14'6"10 I 19'2"12 _I 24' I 4'9"4 4'8"2 2'6"10 2'6"10 4'8"2 4'9"4 94X4 12 D — 10 V %4X5(SRS) ///4X5(SRS) C E 12 A, w N T 4 V iii 05X8 a5X8 r° B F 0 m T1 0 gift 91 T6 A G I1 + {} • m o >I Tie 111 M L K J I H 3X5(A1) 1112X4 a-3X4 .3X8=3X4 =3X4 III2X4 =3X5(A1) 1 24' 1 474 4'8"22'6"10 2'6"10 413"2 4'9"4 4'9"4I I- 9'5"6 I 12' I 14'6"10 I 197"12 I 24' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.115 K 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.237 K 999 180 A 986 /- /- /523 /465 /152 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.035 H - - G 986 /- /- /523 /465 /- Des Ld: 40.00 EXP:C Kzt NA HORZ(TL):0.073 H - - Wind reactions based on MWFRS Mean Height 22.61 ftCode/Misc Criteria CreepFactor:2.0 A Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:5.0 psf G Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.354 Bearings A&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.680 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.615 Members not listed have forces less than 375# g Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 1042-2190 D-E 788 -144: Lumber B-C 905-1816 E-F 905 -1816 - C-D 788-1442 F-G 1042 -2190 Top chord 2x4 SP#2:T1,T6 2x6 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind A-M 2018 -938 J-I 1657 -737 Wind loads based on MWFRS with additional C&C M-L 2021 -935 I-H 2021 -936 member design. L-K 1657 -736 H-G 2018 -938 Additional Notes K-J 1657 -737 The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs) 5-10-2. Webs Tens.Comp. Webs Tens. Comp. C-K 589 -987 K-E 589 -987 D-K 1614 -891 oµptM•••Up1u• 9-..... •E SF fco�' : o.708. 1 .s 1* : if! ' E `t S •T ; U • �We' tsz .....•,. ‘455-••AO co 1ONAt. 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections 83,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the H,m,,common truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of torolessional engineering responsibility solely for the design shown. The suitability Suite 305 and use of this &awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcinduslry.com;ICC: www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586395 /T16 GAEL Cust:R215 JRef: 1 Wf12150001 CLINE Qty: 4 FROM:CDM DrwNo: 283.18.1053.44537 Truss Label: D04 KD / WHK 10/10/2018 F2 3'81 14'9 4 9'7"2 12' 14'4"14 19712 � 20'3 9 23'10.14 34' 2 3'7"5 1'01 4'9"14 2'4"14 2'4"14 4'9"14 191 375 n 4' I 2'--I I—4' "I (TYP) t2 84X4 H 10 V g4X5(SRS) ,14X5(SRS) 12 G I N 141. T 4p 03X4 03X4 $3X4 D u s:3X4 SC1 B an 7` 1 _ SC2 1) 0 N - n Ili Q - _.2 331 z X V U S a -- m3X4(C4) -3X4 -4X8=3X4 -3X4 m3X4(C4) 3X4(04) =-3X4(C44) 1 24' Ti 4'9"4 4'9"14 2'414 2'4"14 4'9"14 4'9"4 4'9"4 I 9'7"2 I 12' I 14'4"14 I 19'2"12 I- 24' (NNL) (NNL) I—3'—I I--3'--I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.137 J 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.281 J 999 180 A 986 /- /- /531 /420 /142 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.035 P - - 0 986 /- /- /531 /420 /- EXP:C Kzt:NA Des Ld: 40.00 Mean Height:22.28 ft HORZ(TL): 0.071 P - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor.2.0 A Brg Width=5.5 Min Req= 1.5 TCDL:5.0 psf O Width=5.5 Min Req1.5 Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.491 Brg = Bearings A&0 are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.646 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.722 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 A-B 1963-2475 H-I 1227 -1507 Lumber Additional Notes B-D 2017-2452 I-L 1521 -1916 D-G 1522-1916 L-N 2018 -2452 Top chord 2x4 SP#2 See DWGS A16030ENC101014&GBLLETIN0118 for G-H 1228-1507 N-O 1964 -2475 Bot chord 2x4 SP#2 gable wind bracing and other requirements. Webs 2x4 SP#3 Stacked top chord must NOT be notched or cut in Maximum Bot Chord Forces Per Ply(lbs) :Stack Chord SC1 2x4 SP#2: area(NNL).Dropped top chord braced at 24"oc :Stack Chord SC2 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped Chords Tens.Comp. Chords Tens. Comp. Plating Notes top chord in notchable area using 3x4 tie-plates 24" A-Z 2338-1812 U-S 1761 -1203 oc.Center plate on stacked/dropped chord Z-X 2316-1791 S-Q 2316 -1781 All plates are 2X4 except as noted. interface,plate length perpendicular to chord length. X-V 1761 -1193 Q-O 2338 -1802 Splice top chord in notchable area using 3x6. V-U 1760-1203 Loading The overall height of this truss excluding overhang is Gable end supports 8"max rake overhang.Top 5-5-9. chord must not be cut or notched. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins D-X 642 -573 V-I 948 -1040 In lieu of structural panels use purlins to brace TC @ oµgtatttttgtktN G-V 949-1040 S-L 643 -573 24"oc. �1piti�i L4• r�II,p4�f`' H-V 1680-1444 Wind �1a,'��T�./�•�1•V.'•...14.•�e"'.{*111�� �, Wind loads based on MWFRS with additional C&C 4a,SY.••�CE ,s� �/0 %. member design. 14k••' • 1. 1 ' a o.708 1 z _ * • , if ' E S •T : 0 • ' Q r • • w co S 4ONA1 ,,aO t 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by.TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face.of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,WN,., CO truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracia, ng of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more infomlation see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Job Number: 18-2367R ' Ply: 2 SEQN:586695 /T7 FLAT Gust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1054.00320 Truss Label: FT1 1 KD / WHK 10/10/2018 I 5 5 2 Complete Trusses Required 3'1"3 6'0"99' 11'11"7 14'10'13 18' 3'1"3 I 2,11"7 I 2'11"7 2'11"7 I 2,11"7 I 3,1"3 H =5X6 =4X4 =7X6 1112X4 =3X4 =4X4 =5X6 A B C D E F G I , • in 1 ,i ■ I / III2X6 =5X6 =4X4 =3X8 =5X5 =5X6 III2X6 18' 1 3'1"3 2'11"72'11"7 2'11"7 711"7 3'1"3 H3'1"3 I 6'0"9 I 9' I 11'11"7 I 14'10"13 I 18' H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.087 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.174 D 999 180 N 3605 /- /- /374 /986 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.025 H - - H 3605 1- /- /374 /986 /- EXP:C Kzt:NA Des Ld: 40.00 HORZ(TL): 0.050 H - - Wind reactions based on MWFRS Mean Height:25.06 ft N Brg Width=- Min Req 10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:2.0 =- Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.266 H Brg Width=- Min Req=- BCDL:5.0 psf Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.754 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors-Used:Yes Max Web CSI: 0.934 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 516-1837 D-E 944 -3356 Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 B-C 829-2946 E-F 830 -2948 Lumber C-D 944-3356 F-G 516 -1837 Top chord 2x6 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Nailnote M-L 2015 -569 K-J 3047 -860 L-K 3045 -859 J-I 2015 -569 Nail Schedule:0.128"x3",min.nails Top Chord:1 Row @ 4.25"c.c. Bot Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails A-N 497-1782 D-K 174 551 in each row to avoid splitting. A-M 2451 -688 E-J 274 -895 Special Loads M-B 479-1615 J-F 1311 -367 B-L 1308 -366 F-I 479 -1615 ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) arrttf L-C 273 -894 I-G 2450 688 TC:From 60 Of at 0.00 to 60 plf at 18.00 oN`Mm� t�brr�r,, C-K 426 -116 G-H 497 -1782 BC:From 20 plf at 0.00 to 20 plf at 18.00 lv' H* �4,r K-E 424 -115 TC: 721 lb Conc.Load at 1.94,3.94,5.94,7.94 `� /r� g 10.06,12.06,14.06,16.06 ••••••....•: ply, �s � AGE 3 ..:0: Purlins .1 Sa ,• F C The TC of this truss shall be braced with attached L spans at 24"oc in lieu of structural sheathing. q,708 i 1 i Wind i * ; • e ' i‘Wind loads based on MWFRS. �Q D t; S End verticals not exposed to wind pressure. 'T " O 15,,•••••• :�� � Additional Notes %XA: P� .t ,•,� •:• e�,�'� Truss must be installed as shown with top chord up. s,n ..•..�•••'••,G\ ` The overall height of this truss excluding overhang is , PON AL N °eir 3-0-0. COA#U 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nwcwwa truss in conformance with ANSI Building PI 1,or for handling,shipping,installation and bracia, ng of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of rofessronai engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEAN:586789 /T17 SPEC Cust:R215 JRef: 1Wf12150001 CLINE Qty: 10 FROM:CDM DrwNo: 283.18.1054.02800 Truss Label: H01 KD / WHK 10/10/2018 1 3'0"14 1 6'1"13 I 11' 15'8"7 I 21'6"2 I 28'0"7 1 3110" I 3'0'14 3'0"15 4'10"3 4'8"7 5'9'11 6'6"5 3'9'9 =4X4 E ll /4X5(SRS) 12 #1 F 12 V10 d 4 3X5 m 05X6 C 13X4 C Ti iiB 55X8 33X4(C3) 1112X4 =3X4 Job Number: 18-2367R Ply: 1 SEQN:586807 /T19 GABL Gust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1054.22433 Truss Lab illiiKD / WHK 10/10/2018 3'9"12 11' 15'6"12 21'6"2 27'11"2 31'6"14 1'10•• ! 3.8••12 ! 77"4 I 4.6.•12 I- 5.11•'6 I 6.5" 1 3.9'•12 '•2 1"+-2'-H 04X4 (TYP) 1111111 X5(SRS) 2 K 12 m16 �4 •I, „o�a sct *3X4*3X4A _ I 'I I R�S - SC2 u C r .. Ir3X6(E5) *5X5 AD AA Z*5X5 *3X4 + w + =3X44:X'4)) 912 3174 1 15712 511"6 6753'9"9 1 15.6•'12 ! 21'6'2 I 29'0'7 I 3110•' ' (NNL) (NNL) I--a'--I I--a•-I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.041 Y 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.085 Y 999 180 A* 107 /- /- /61 /17 /13 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.009 Q - - U 356 /- /- /199 /47 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.018 Q - - AA /-191 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS NCBCLL:10.00 TCDL:5.0 psf A Brg Width=258 Min Req=- Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.348 P U Brg Width=3.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.446 Spacing:24.0" C&C Dist a:3.18 ft Rep Factors Used:Yes Max Web CSI:0.734 Bearings A&U are a rigid surface. Loc.from endwall:AnyFT/RT:20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Additional Notes R-S 366 -615 Top chord 2x4 SP#2 See DWGS A14015ENC101014&GBLLETIN0118 for Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 gable wind bracing and other requirements. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Stacked top chord must NOT be notched or cut in :Stack Chord SC1 2x4 SP#2: area(NNL).Dropped top chord braced at 24"oc Z-W 625 -299 W-U 632 -300 :Stack Chord SC2 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped cing top chord in notchable area using 3x4 tie-plates 24" Maximum Web Forces Per Ply(lbs) oc.Center plate on stacked/dropped chord Webs Tens.Comp. (a)Continuous lateral restraint equally spaced o interface,plate length perpendicular to chord length. member. Splice top chord in notchable area using 3x6. Z-R 582 -764 Plating Notes The overall height of this truss excluding overhang is 9-5-13. All plates are 2X4 except as noted. Loading entie Gable end supports 8"max rake overhang.Top nfosikk404_ chord must not be cut or notched. ",21/4 tA1-1. l4k !� 4Wind •�••E••••••• ��4iWind loads based on MWFRS with additional C&C • 1.\G SCC • v, a member design. ; : S. as Left cantilever is exposed to wind • O. 08,1 s_ +Member to be laterally braced for horizontal wind loads. • x • bracing system to be desiged and fumished by others. I * i • s i �o� S .T ; 0 i •� - • f - 9�•. 41 ' .�'• � -01 a • .••., COA r 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10, as applicable. Applplates to each face at truss and position as shown above and on the Joint"Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the uNnwmw,vn truss in conformance with ANSIITPI 1, or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 • For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: vwvw.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:586767 /T13 SPEC Cust:R215 JRef: 1 Wf12150001 CLINE Qty: 6 FROM:CDM DrwNo: 283.18.1054.30697 Truss Label: H03 KD / WHK 10/10/2018 I 3114 I 5' 9'12 1 8'4"14, 11' 1 13T21 15'8-7 , 21'0"4 I 28'0'7 I 31'10' 1 3114 2'8"14 27'2 27'2 27'2 2'1"5 5'3"13 7'0'3 3'9'9 114x4 F E'�I� 4X5(SRS) 12 P F 12 io O'.BX10'I,,n d 4 a 3X6 el 70ii in A —•' _ _ 11 e3X41B1I 1.5X10 112134 X4 a 3X4..I) -4X4 1}- - - - - ---- 21'78 1 10714 1 11",12 1 2'8"14 1 272 1 27 2 1 272 1 2'1'5 1 5'3"13 1 Ton 1 39 9 1 111''112 5'9'12 8'4"14 11' 137'2 15'8"71 2114 28'07 31'10" 1-4-1714 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.116 P 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.247 P 999 180 A 789 /- /- /456 /- /273 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.130 M - - M 1935 /- /- /1125 I- /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL):0.281 M - - K 192 /-187 /- /103 /174 /- Mean Height 15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.827 A Brg Width=6.3 Min Req= 1.5 Load Duration:1.25 TPI Std: 2014 Max BC CSI: 0.651 M Brg Width=6.2 Min Req= 1.6 MWFRS Parallel Dist:h to 2h K Brg Width=3.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.18 ft Rep Factors Used:Yes Max Web CSI: 0.593 Bearings A,M.&K are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): _ Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 I WAVE VIEW Ver.17.02.00.1013.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 110 -471 F-G 14 -1390 Top chord 2x4 SP#2:T1,T5 2x6 SP#2: B-C 296-1560 G-H 198 -1167 Bot chord 2x4 SP#2:B4 2x4 SP 2400f-2.0E: C-D 280-1876 H-I 243 -540 Webs 2x4 SP#3:W1,W15 2x6 SP#2: D-E 173-1756 1-J 1047 0 Plating Notes E-F 10-1394 J-K 757 -172 All plates are 3X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Wind Chords Tens.Comp. Chords Tens. Comp. Wind loads based on MWFRS with additional C&C A-T 682 -254 P-0 1059 0 member design. T-S 460 -223 O-N 641 -78 Left cantilever is exposed to wind S-R 1373 -268 N-M 88 -1137 R-Q 1691 -216 M-L 275 -1422 • Additional Notes 0-P 1576 -119 L-K 156 -685 Negative reaction(s)of-187#MAX.from a non-wind t1111tirprrrrr load case requires uplift connection.See Maximum ,,#f' �A rr74� Maximum Web Forces Per Ply(lbs) Reactions. dpi{ `�!L'' r% Webs Tens.Comp. Webs Tens. The overall height of this truss excluding overhang is !+ •••"'•'•'•• lA '4 Comp. 9-10-6. 4,�_\y/•ice•�CE S .`. s�.r. B-T 126 -553 H-N 93 -910 s : '; B-S 946 -114 N-I 1410 -129 • / F-P 1534 0 M-I 224 -993 f : 0.708.1 O-H 379 -45 M-J 185 -686 • s SAT . 0 � ' A ; Qf s 12,-.:••\:„A%4s 1• %.4. -'‘ ••• �*,4 ',<CS,s•••..11 • 'Nc;\ COA#v -/ 1 ote 10/10/2018 "*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS "russes require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building ;omponenf Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary racing er BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face,of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpin ,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AWRY COMPANY truss in conformance with ANSUTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pane 6750 Forum Drive listing this drawing indicates acceptance of professional engineeringresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.o_N;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org, Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEAN:586776 /T20 SPEC Gust:R215 JRef: 1Wf12150001 CLINE Qty: 4 FROM:CDM DrwNo: 283.18.1054.33670 Truss Label: H04 KD / WHK 10/10/2018 I 26„10, 5'3"8 I 7'10"10, 10'5 "12, 13'0" 14, 15'2 3, 20'6" , 27'6"3 , 31'3"12 , 2'6 10 28"14 2'72 272 2'7"2 2'1"5 5'3"13 7'0*3 379 14)04 E 12 Q 4 ///Ai11 CI R i� I. `1� /4X4 �-- _ L 1 r i� IsTy+i /2X4 .5X10 B3 112X4 .3X4,,1) 1• 2011"14 'j• 10714 1 II��Se 2'8'14 2'7"2 2'7'2 77.2 2'1'5 5'3"13 70"3 3'9"9 'S•8 71'2 I 5'3"8 I T10"10I 10'5"121 13'0'141 15'731 20'6" I 2763 I 31'3"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.109 0 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.230 0 999 180 S 765 I- /- /443 /- /267 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.127 L - - L 1877 /- /- /1089 /- /- EXP:C Kzt:NA T Des Ld: 40.00 Mean Height:15.00 ft HORZ( L):0.274 L - - J 207 /-160 1- /109 /161 /- NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.811 S Brg Width=5.5 Min Req=5.5 Load Duration:1.25 MWFRS Parallel Dist h to 2h TPI Std: 2014 Max BC CSI: 0.627 L Brg Width=6.2 Min Req= 1.6 J Brg Width=3.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.18 ft Rep Factors Used:Yes Max Web CSI: 0.592 Bearings S,L,&J are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Chords Tens.Comp. Chords Tens. Comp Lumber A-B 224-1245 F-G 198 -1188 Top chord 2x4 SP#2:T4 2x6 SP#2: B-C 253-1719 G-H 249 -592 Bot chord 2x4 SP#2:B3 2x4 SP 2400f-2.0E: C-D 157-1686 H-I 973 0 Webs 2x4 SP#3:W1,W15 2x6 SP#2: D-E 4-1374 I-J 683 -213 Plating Notes E-F 7-1370 All plates are 3X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Wind Chords Tens.Comp. Chords Tens. Comp. Wind loads based on MWFRS with additional C&C S-R 206 -420 N-M 699 -85 member design. R-Q 1203 -297 M-L 73 -1053 Additional Notes Q-P 1565 -228 L-K 351 -1282 P-O 1516 -126 K-J 193 -616 Shim all supports to solid bearing. O-N 1076 0 The overall height of this truss excluding overhang is 9-10-6. omHtlltplrtlalt7,2I Maximum Web Forces Per Ply(lbs) AP pkw, f'•t. 'vie Webs Tens.Comp. Webs Tens. Comp. Y` •' •" � •.•.� / 'S., A-S 127 -611 G-M 89 -896 ,i�`••• •• "y\G S° .,.0 A-R 1235 -184 M-H 1387 -123 R-B 87 -466 L-H 221 -983 u E-O 1510 0 L-I 184 -685 I m 0.708, 1 * s �,� S •T 0 •Q .\--1;4.4...4. I —i%... V Zin.....,,,,.•-,,,c5\A,, 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building ComponentSafety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Nlnw cw.xr truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page , 6750 Forum Drive listing this drawing indicates acceptance of pro essionai engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Job Number: 18-2367R Ply: 1 SEQN:586786 /T5 SPEC Cust:R215 JRef: 1Wf12150001 CLINE Qty: 8 FROM:CDM DrwNo: 283.18.1054.36453 Truss Label: H05 KD / WHK 10/10/2018 1 22:86:.1100 i 5'3"8 1 7'10"101 10'5"121 13'0 141 15'2"3, 205" i 27'6"3 31'3"12 2'e"14 2'7"2 2'7'2 2'7'2 2'1"5 5'3"13 7'0"3 3'9"9 1114X4 D'4‘F\ SRS) — .d'10 O G12O' 7X10 q Q 4 S. ' 86X10 ,A1111I'P N,�`H B b���Q.. 'Eo O 4.3X5 /4X8A ZI 8 .411111111111111111 41 A/�R 12 L 9 /4X4 �� °II alICIIII_J eTi3 I r:. ) 03X6 .8X10 B3 1112X4 =3X4 B2 r - 2011"14 1 10714 1 5'8 2'e"14 2'7'2 2'7'2 272 2'1"5 5'3"13 TO"3 3'9"9 HB 2'1"211I 5'3"8 I 710"101 10'5'121 130141 15'2"3' 20'6" 1 27'6"3 31'312 1 1 25"11P Loading Criteria(pet) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.111 0 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.239 0 999 180 S 779 /- /- /444 /- /268 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.131 L - - L 1853 /- /- /1059 /- /- EXP:C Kzt:NA Des Ld: 40.00 HORZ(TL): 0.288 L - - J 205 /-132 /- /111 /148 /- Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS NCBCLL:10.00 TCDL:5.0 psf S Brg Width=5.5 Min Req=5.5 Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.746 p TPI Std: 2014 Max CSI: 0.566 L Brg Width=6.2 Min Req= 1.5 ax Load Duration:1.25 MWFRS Parallel Dist:h to 2h J Brg Width=- Min Req=- Spacing:24.0" C&C Dist a:3.18 ft Rep Factors Used:Yes Max Web CSI:0.604 Bearings S&L are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 222-1269 F-G 192 -1279 Top chord 2x4 SP#2 B-C 250-1761 G-H 243 -688 Bot chord 2x4 SP#2:B3 2x4 SP 2400f-2.0E: C-D 152-1738 H-I 929 0 Webs 2x4 SP#3:W1,W15 2x6 SP#2: D-E 0-1435 I-J 582 -200 Plating Notes E-F 1 -1430 All plates are 3X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Wind Chords Tens.Comp. Chords Tens. Comp. Wind loads based on MWFRS with additional C&C S-R 203 -421 N-M 812 -77 member design. R-Q 1220 -299 M-L 82 -996 Additional Notes Q-P 1604 -232 L-K 301 -1101 P-O 1565 -131 K-J 166 -528 Shim all supports to solid bearing. O-N 1158 0 The overall height of this truss excluding overhang is 9-10-6. losinonnutouloa��� Maximum Web Forces Per Ply(lbs) , 1-4 iy,, Webs Tens.Comp. Webs Tens. Comp. "See: 1l�`,y .i: ...............-, A ..Cl A-S 126 -6221M-M 141595 -1 4 �ir� V:�•�\V G /�.. �- A-R 1259 -182 M-H -124 v- 07 R-B 86 -476 L-H 216 -972 i pp 4� E-O 1586 0 L-1 186 -670 s •i o. 00. i • x y � a • I Z S •T ; 0 • Q co aiNpl$ .. ftat^ 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. /Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,W� truss in conformance with ANSI1TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance oforo engineerin9 responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 2 SEAN:586818 /T40 GABL Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1055.21440 Truss Label: H06 Page 1 of 2 KD / WHK 10/10/2018 I_ 5 2 Complete Trusses Required Thu 158.12 3011 1 571 6f14 11' 1372 1111 2174 2T11Z 31'8.14 1'10 1 3011 1 I 2 i 212 I 272 I 272 1 1 578 I 61011 39'12 Z 1-5-1-( 1.. .41,1-1 I-4--1 /3,X,I0 153X4 0304 4X3(383) T 18 T1 2 F 8 10 13,N _a d4 the /.#''/,', +\3�It8`��•�� i3T,4 �ie /B2 Q 8 8308 )!! /��N /3X4 12 W18 :��`BCt -(2. /3X4 + ,��1_:■._�_\__ S 115XB;e514 •8X10 u •3X4(C7 1 112<4�% 2176 1 10714 i X11.12 I 26111 891 I ZT2 I ZT2 I 558 1 773 I 33.3 I 11.12�21Z 59.12 84'11 11' 1371�1111� 21P4 2801 31'10 3014 15'8'17 (NNL) (NNL) 1-4--------1 1--4'--I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.107 AE 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.207 AE 999 180 A 1326 /- /- /613 /394 /550 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.123 X - - X 3717 /- /- /1688 /871 /- EXP:C Kzt:NA HORZ L 0.238 X - - S 125 /-269 /- /170 /391 /- Des Ld: 40.00 Mean Height 15.00 ft ) NCBCLL:10.00 TCDL:5.0psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.378 A Brg Width=6.3 Min Req= 1.5 BCDL:5.0 psf X Brg Width=6.2 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.475 S Brg Width=3.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.18 ft Rep Factors Used:Yes Max Web CSI: 0.483 Be Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) surface. Members A,X,&S are a rigid not listed have forces leless than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-D 133 -560 I-J 53 -1209 Top chord 2x4 SP#2:T1 2x4 SP M-31: Wind loads based on MWFRS with additional C&C B-C 240 -920 J-K 186 -875 :T4 2x4 SP 2400f-2.0E: member design. C-D 276-1416 M-P 1270 -130 Bot chord 2x4 SP 2400f-2.0E:B2 2x4 SP#2: Left cantilever is exposed to wind D-F 450-1806 P-Q 707 -135 :B4 2x4 SP M-31: F-H 279-1635 Q-S 440 -74 Webs 2x4 SP#3:W1,W15 2x6 SP#2: :W14 2x4 SP 2400f-2.0E: H-I 23-1208 :Stack Chord SC1 2x4 SP 2400f-2.0E: :Stack Chord SC2 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Nailnote Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.128"x3",min.nails A-AK 496 -184 AE-AC 792 0 Top Chord:1 Row @12.00"o.c. AJ-Al 1346 -294 AA-X 240 -1411 Bot Chord:1 Row @12.00"o.c. Al-AG 1674 -296 X-U 258 -1328 Webs :1 Row @ 4"o.c. AG-AE 1462 -210 U-S 133 -651 Use equal spacing between rows and stagger nails in each row to avoid splitting. otphtanllgdg111,4// Maximum Web Forces Per Ply(lbs) 06 Plating Notes 1,0 Fit ...."4,-„, Webs Tens.Comp. Webs Tens. Comp. All plates are 2X4 except as noted. •e•••E�•'•••*/1 ! /'$ B-AK 89 -421 AC-K 402 -64 ,Ta.\ c, \G `S� •4. !' B-AJ 1005 -238 K-AA 55 -669 Loading ��• v : AE-J 377 -149 AA-M 1358 -207 Truss designed to support 2-0-0 top chord outlookers rt. iI-AE 1269 56 X-M 221 819 708 1 and cladding load not to exceed 2.30 PSF one face 0. J-AC 54 -409 X-P 301 -557 and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. Purlins S •T 0 i * ..0 11/4 ••�s• In lieu of structural panels use purlins to brace TC @ .' 4\ 24"oc. 16,"%e �ek _%:% '••ero h,4t +Member to be laterally braced for horizontal wind loads. fIL•••'•••�1•••'•• bracing system to be desiged and furnished by others. CONAL.,\'4G 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building ComponentSafety Information,by.TPI and SBCA)Msafety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,100 truss in conformance with ANSI/-PI 1,or for handling,shipping,installation and braciW 8ESKY ng of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of oroTessronar engineering responsibility solely for the design shown. The suit biIity and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 2 SEAN:586818 /T40 GAEL Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1055.21440 Truss Label: H06 Page 2 of 2 KD / WHK 10/10/2018 Additional Notes Negative reaction(s)of-269#MAX.from a non-wind load case requires uplift connection.See Maximum Reactions. See DWGS A14015ENC101014&GBLLETIN0118 for gable wind bracing and other requirements. Stacked top chord must NOT be notched or cut in area(NNL).Dropped top chord braced at 24"oc intervals.Attach stacked top chord(SC)to dropped top chord in notchable area using 3x4 tie-plates 24" oc.Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 9-5-13. o ommittirtrp 044.....11.... 11 H, ,fr ��•�;.�'`AC,E., S4 .ac •. o.708. 1 ki i • ,at S 'T ' 0 • Q ; CO 4ONA - • 10/10/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the eureca„n,,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of pro-fess:onar engineering responsibility solely for the design shown. The suitability 305 Suite and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. SuOrite FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.lpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586824 /T22 COMN Gust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1055.37637 Truss Label: K01 KD / WHK 10/10/2018 ! 3'11"5 I 7'4" I 10'8"11 I 14'8" 3'11"5 3'4"11 3'4"11 3'11"5 =6X6 D 12 /441h . ' i • Us • �U 1f J I H 1f 115X E5) )83X8 =5X10 )13X6 1115X1 Iill 5) 1 1418" 1 I 3'11"5 I 3'4"11 I 3'4"11 i 31 1"5 3'11"5 7'4" 10'8"11 14'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL):-0.019 I 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.036 I 999 180 A 1355 /- /- /- /811 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 B - - K 1397 /- /- /- /841 /- Des Ld: 40.00 EXP:C Kzt NA HORZ(TL): 0.022 B - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 A Brg Width=3.5 Min Req= 1.6 NCBCLL:10.00 TCDL:5.0 psf K Brg Width=3.5 Min Req= 1.6 Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.175 P Bearings A&K are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.398 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.502 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 i WAVE VIEW Ver.17.02.00.1013.16 A-B 900-1511 D-E 642 -1077 B-C 854-1430 E-F 906 -1501 Lumber C-D 642-1077 F-G 951 -1582 Top chord 2x6 SP#2 Bot chord 2x6 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x6 SP#2:BLOCK LENGTH= 2.479' Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x6 SP#2:BLOCK LENGTH= 2.479' A-J 1073 -641 I-H 1111 -670 Special Loads J-I 1059 -633 H-G 1125 -679 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 66 plf at 0.00 to 66 plf at 14.67 Maximum Web Forces Per Ply(lbs) BC:From 10 plf at 0.00 to 10 plf at 14.67 Webs Tens.Comp. Webs Tens. Comp. BC: 205 lb Conc.Load at 0.79,2.79,4.79,6.79 8.79,10.79,11.71,13.71 C-J 389 -240 I-E 308 -502 C-I 251 -423 H-E 497 -317 Wind D-I 1049 -635 Wind loads and reactions based on MWFRS. O''1p``n of j kugrr Additional Notes `�,1M' ' . k44,, The overall height of this truss excluding overhang is ` y`e�s•`.E.•.•••�4 o/ 7-2-2. 14? >G SF . �.. •• • • s 0. 0$.1 x if a I S 'T ; G ::� • � f • % COANci4t#css6 ONA010* 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,byTPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properrlly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 010, /1416 as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,Wm, ,r truss in conformance with ANSIITPI 1, or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:w 'w.sbcindustry.com;CC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:586829 /T6 GABL Gust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1056.06527 Truss Label: K02 KD / WHK 10/10/2018 I 2'8.6 I 3'11 r4" i 10'8'11 i 11'11"0 14.8' I 2'8"6 end 3•4-11 3'4'11 171d 2'8"6 F--3'4 I 2' ! =4104 -I T (TIP) 11 12 3X4 10 /3X4 F 3X4 3x4 to sCI T2 \ \3x1 #2X4 C 5C2 2 iI�1 ., -,i iiii. I fhb-► W U + 11 14061 5) a3X9 + + 1<5) 1 14'8" 1 1'5"12 75"9 3'4"11 3'4"11 75"9 1'5'12 I 1'5'121 3'11"5 I 7'4" I 10'8 "11 I 1374 I 14'8"I (NNL) (NNL) 1-4' I 1 4'_f Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.046 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.093 D 999 180 A 1197 /- /- /539 /421 /463 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 D - - N 1197 /- /- /553 /432 /- Des Ld: 40.00 EXP:C Kzt NA HORZ(TL): 0.060 D - - Wind reactions based on MWFRS Mean Height 15.00 ft A BrgWidth=3.5 Min Req1.5 NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 = Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.750 N Brg Width=3.5 Min Req= 1.5 BCD,:5.0 psf Bearings A&N are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.545 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.531 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-C 399-1035 H-J 711 -1035 Lumber +Member to be laterally braced for horizontal wind loads. C-D 479-1321 J-L 738 -1259 bracing system to be desiged and furnished by others. D-F 783-1396 L-M 471 -1354 Top chord 2x4 SP 2400f-2.0E:T2 2x4 SP#2: F-H 710-1064 M-N 314 -888 Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Stack Chord SC1 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) :Stack Chord SC2 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 2.085' :Rt Slider 2x4 SP#3:BLOCK LENGTH= 2.085' B-W 1036 -336 S-Q 979 -323 W-U 1020 -322 Q-O 986 -331 Plating Notes U-S 1005 -311 O-N 997 -340 All plates are 2X4 except as noted. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss designed to support 2-0-0 top chord outlookers F-S 406 -445 M-AC 150 -451 and cladding load not to exceed 2.30 PSF one face H-S 737 -672 AC-N 136 -442 ancut or notched,uan nlesslte face.Top specified otherwise. ..0 must not be .0wfn' ►+•br„-�,4` S-J 427 -415 H • Wind `��`y �........•. Ml/ 'y Wind loads based on MWFRS with additional C&C .\v 0e \GE `S4. •� t� �'!• member design. �•� v Additional Notes 1F ' a a 0• .708.1 ^s See DWGS A16015ENC101014&GBLLETIN0118 for • gable wind bracing and other requirements. * , . Stacked top chord must NOT be notched or cut in i i r- area(NNL).Dropped top chord braced at 24"oc le. s •T ' 0 •�Q. intervals.Attach stacked top chord(SC)to dropped top chord in notchable area using 3x4 tie-plates 24" �0 .��j .4/4,4' oc.Center plate on stacked/dropped chord NAL. '•••� ,1.0 ,. 4t interface,plate length perpendicular to chord length. ss `• N� Splice top chord in notchable area using 3x6. COA# `" p% The overall height of this truss excluding overhang is urr 6-9-9. 10/10/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)kw safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,07 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the NHIWCONSWI truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of proiessfonal engineering responsibility solely for the design shown. The suiTability Suite and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305OrlandFL,32821 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R SEQN:586844 /T25 MONO Cust:R215 JRef: 1Wf12150001 CLINE Qty: 4 FROM:CDM DrwNo: 283.18.1056.09750 Truss La I: LO KD / WHK 10/10/2018 4'5'6 6'10'12 pp"4 4'5'6 4'5.6 8 #4X8(V A D 12 10 1112X4 B 7nn 3X �A4 I ( r T 117' W5 _ 1 F E 112x4 .3X8 112X4 1--974 'i 4'5"6 4'5'6 4'5"6 I 8'10"12 I,,,,,, 047'7°4 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL):-0.012 B 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.019 B 999 180 G 409 /- /- /385 /- /342 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.027 B - - D 479 /- /- /423 /482 /- Des Ld: 40.00 EXP:C KztNA HORZ(TL): 0.032 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 19.14 ft TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 G Brg Width=6.2 Min Req= 1.5 D Brg Width=3.0 Min Req=3.0 Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.388 P Bearings G&D area rigid surface. Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.231 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.878 Maximum Bot Chord Forces Per Ply(lbs) Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 G-F 108 -388 Lumber Top chord 2x4 SP#2 Maximum Web Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP#3:W4,W5 2x4 SP#2: A-G 0 -381 F-C 420 -623 :Rt Bearing Leg 2x4 SP#3: B-F 403 -365 C-D 631 -439 Bracing _ (a)Continuous lateral restraint equally spaced o Plating Notes (++)-This plate works for both joints covered. Loading Truss passed check for 20 psf additional bottom 1rtdlNi cchord live learance.load in areas with 42"-high x 24"-wide kNrr4„.0 1 A fii Wind `,-••.••. ....••.R! ys �� Wind loads based on MWFRS with additional C&C 'SY.• VGE SF • CI . member design. 1 �• S. Left end vertical not exposed to wind pressure. I I U. 08.1 s Additional Notes ( i The overall height of this truss excluding overhang is 12-11-10. A S .T ; 0 Q 4 if *SiFf.91:,.t . -i '../ di COA# s`SsLa 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted Ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, /46 as applicable. Applplates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE L drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing thisdrawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use ofthis drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE: wvnv.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:586850 /T8 GABL Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1056.32027 Truss Labe L02 Page 1 of 2 KD / WHK 10/10/2018 2'9'121 1'47"II9"4 9'247' ' 1 2'9"2212 F7+IttP) H -1G 12 10 /3X4 F 3X4 sC1 :, \ //// m��XO (� T 1 I : 11 ,iIiJL: - 112X6 ...3)(43X , w 4 J113X8 7;1L22741 Sr 11 47" 4' I47.. ! y.2. I (NNL) 1._.5._._.1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.005 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.010 D 999 180 0 485 /- /- 1- /189 /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.002 H - - 0* 158 I- /- /- /53 /- EXP:C Kzt NA Des Ld: 40.00 Mean Height:18.56 ft HORZ(TL): 0.004 H - - W*323 /- /- /- /107 /- NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.524 0 Brg Width=2.7 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.115 0 Brg Width=26.3 Min Req=- W Brg Width=33.0 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.195 Bearings 0,0,&J are a rigid surface. Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Web Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 Webs Tens.Comp. Lumber Wind B-0 193 -483 Top chord 2x4 SP#2 Wind loads and reactions based on MWFRS. Bot chord 2x6 SP#2 End verticals not exposed to windpressure. Webs 2x4 SP#3 p Maximum Gable Forces Per Ply(lbs) :Stack Chop Cl 2x4 SP#2: Gables Tens.Comp. Gables Tens. Comp. racing U-G 155 -419 J-U 150 -410 =)Continuous lateral restraint equally spaced Special Loads --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 66 plf at 0.00 to 66 plf at 9.17 BC:From 20 plf at 0.00 to 20 plf at 3.96 BC:From 10 plf at 3.96 to 10 plf at 4.88 BC:From 20 plf at 4.88 to 20 plf at 9.17 ttimiattltialim BC: 59 lb Conc.Load at 3.96,4.88 \1�^�""■ L4. rr.. it, lf' Plating Notes `�/ ••....u•..... /Q/ e� All plates are 2X4 except as noted. ,V e'ee`\GE • Sk-•ll,0 N. Loading �� v . Truss designed to support 2-0-0 top chord outlookers 1 • a. 08.1 S and cladding load not to exceed 2.30 PSF one face and 24.0"span opposite face.Top chord must not be * ` ' cut or notched,unless specified otherwise. • a _ • Purlins A t• S •T 0 .Q In lieu of structural panels use purlins to brace TC @ �0•�y�� r, '�.�� �I 24"oc. �<(` ��.•....1•..- c) COA# ssjONAI • 10/10/20118 1 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI an SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE. drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANMCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of protesslonai engineering responsibility solely for the design shown. The su' bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.corn:TPI:vnaw.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:586850 /T8 GAEL Gust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1056.32027 Truss Label: L02 Page 2 of 2 KD / WHK 10/10/2018 Additional Notes See DWGS A16030ENC101014&GBLLETIN0118 for gable wind bracing and other requirements. Stacked top chord must NOT be notched or cut in area(NNL).Dropped top chord braced at 24"oc intervals.Attach stacked top chord(SC)to dropped top chord in notchable area using 3x4 tie-plates 24" oc.Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 12-4-9. t{ItltilnIrp17/lr11, GENS O.708.1 • :•44/ \visb, •••.„...- Alt coAlpiteON At. 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building ComponentSafety Information,byy�TPI an SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AWN COMPW truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineilw.com;TPI:www.tpinst.org;SBCA:wnw.sbcindustry.com;ICC:www.iccsafe.orq Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:586399 /T24 MONO Cust:R215 JRef: 1Wf12150001 CLINE Qty: 5 FROM:CDM DrwNo: 283.18.1056.40090 Truss Label: MO1 KD / WHK 10/10/2018 4712 412112 I4'0"12 2 4 12 1112X8,- L/ T A _....iiii ITT in anginummoolvT ►= ED 1112X6 2X4(A1) ill 4' 1 F 47 12 '1 4'0"12 H 4 2'12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA A 174 /- /- /115 /41 /53 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 E - - ' D 169 /- /- /117 /67 /- Des Ld: 40.00 EXP:C NA HORZ(TL):0.003 E - - Wind reactions based on MWFRS Mean Heigh t:15.00 ft NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:2.0 A Brg Width=4.0 Min Req= 1.5 D BrgWidth=- Min Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.155 q=- Bearing A is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.125 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.104 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 1-11-12. ottopptunusr4+h w,,, 41... :•`'AG.........r/,-,1r-5. . - Sa 4 •. / 1 . o.748• . • _ * ' _ SATO tssiz*4.4. A .•t:4 ..***1.14/40: CoA vl4'1On,Al.EN.�' ' 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANIll,,COWAN( truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA peal on this drawing or cover pane,, 6750 Forum Drive listing this drawing indicates acceptance of pro esslonat engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: wawr.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Job Number: 18-2367R Ply: 1 SEQN:586846 /T43 MONO Cust:R215 JRef: 1Wf12150001 CLINE Qty: 2 FROM:CDM DrwNo: 283.18.1056.42140 Truss Label: M03 KD / WHK 10/10/2018 12 4 L- II2X B A T T I• I UI111111111J:1 i C III 2X4 2X4(A1) 11 1'6" 1'8"12 hI 1'8"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA A 81 /- /- /52 /15 /21 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 C - - C 59 /- /- /41 /26 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.000 C - - Wind reactions based on MWFRS Mean Height 15.00 ft A Brg Width=6.2 Min Re 1.5 NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 q Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.024 C Brg Width=- Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.018 Bearing A is a rigid surfahave fo. RepFactors Used:Yes Max Web CSI:0.031 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 Lumber Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 1-1-12. `P 141 ,..a.... , �a s. ..,�>CE SF..fcys • 0. 08*1 f . ..tit, S .T ; 0 it. r= 1141)411:q...ii * ."1* .0* 4" G� coa .4QNI , 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)kw safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawing,apy failure to build the ANITVICOMPN4 truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of prooesslonal engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305o FL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586848 /T42 MONO Cust:R215 JRef: 1Wf12150001 CLINE Qty: 2 FROM:CDM DrwNo: 283.18.1056.44710 Truss Label: M04 KD / WHK 10/10/2018 12 4 1112X4 A T PI T Mil 11 i_ Pir 1 C 2X4(A1) 1112X4 1 1 r--I 1'8"12 { 1'8"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CS!Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA C* 93 /- /- /62 /27 /14 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C Kzt NA HORZ(TL): 0.000 C - - C Brg Width=18.0 Min Req=- Mean Height 15.00 ft Bearing A is a rigid surface. NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.025 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.019 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.032 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ven.17.02.00.1013.16 Lumber Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 1-1-12. �0_ lotantillimifu 04 \ H. *°.. 0. 08.1 • s t S •T ; Oligt.i.--3:-. mak': ........ ), CoA s IONAI.::: 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeily attached ngid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appl Apply to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be rera sponsible for any deviation from this dwing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of rofessional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 • For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:w.w.tpinst.org:SBCA:vw.v.sbcindustry.com;ICC: w.w✓.iccsafe.orq Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:586830/T4 VAL Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1056.48113 Truss Label: V01 KD / WHK 10/10/2018 3'1"5 _I 7'1'5 I_ 11'1"5 I 14'2"10 3'1'5 4' 4' 3'1"5 =4X4 C — 11 ,O 11 2 E 117�C11111111" in 012x4 i93'0'41) .MINEEdamimommilmm ,a(DE) — — H G F 1112X4 1112X4 112X4 1- 14'2'10 -I 3'1'5 4' 4' 31"5 )' 3'1'5 I T1"5 I 11'1"5 I 14'2"10 Loading Criteria(pot) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.001 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.003 F 999 180 E* 85 /- /- /48 /22 /16 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 B - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.003 B - - E Brg Width=170 Min Req=- NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 Bearing A is a rigid surface. TCDL:5.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.264 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.114 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.119 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE I VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 5-11-5. t I r o.7O8.1 x 1* ki : , i t .Q.pi. S •T ' 0 :y r COA Iti S >�orua�.t�p• 10/10/2018 1 ol **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the w„ ,c truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciryn. ng of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineeringresponsibility solely for the design shown. The suifabiIity and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586831 /T26 VAL Gust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1056.52853 Truss Label: V02 KD / WHK 10/10/2018 2'3"11 6'3"11 10'3"11 12'76 2'3'11 I 4' I� 4' 23"11 =4X4 C — 12 to V in M 1112X4 I\4 n 012(4 D —3x40,) 1 r1 X4(DE) H G F 012X4 1112X4 1112X4 I 12'7"6 I I 73"11 I 4' I 4' I 73"11 2'3"11 6'3"11 10'3"11 12'7"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.001 H 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.001 C 999 180 E* 85 /- /- /48 /22 /16 BCDL: 10.00 Risk Category:Il Snow Duration:NA HORZ(LL):-0.002 B - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.002 B - - E Brg Width=151 Min Req=- Mean Height 15.00 ft NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:2.0 Bearing A is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.220 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.117 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.082 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL1 60101014 for valley details. The overall height of this truss excluding overhang is 5-3-5. lttIU nifigok ` •`AGE S •�.••� ,\ o. 08,1 x kit E at;of ,QS, S •T . © • cox 810NAI WO.a, 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properrlly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face_of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to A IPL NE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg.�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the W, truss in conformance with ANSIri PI 1,or for handling,shim,. ,. ppingg,installation and bracing of trussesA seal on this drawing or cover pagge6750 Forum Drive listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability use of this ddrawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEAN:586832 /T27 VAL Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1056.54550 Truss Label: V03 KD / WI-IK 10/10/2018 I, 1'62 5'6"2 I96I 110 3-1 1'6"2 4' a' 16"2 =4x4 _ c 11 12 ir toV r. 1112X4 11126X4 p 3X4(D1) m3X4(D1) t,J A-Ir■1 i,-E H G F III2X4 112X4 III2X4 I- 11'0°3 I I 1'6'2 I 4' I 4' I 1'6"2 I 1'6 2 5'6"2 9'6"2 11'0"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.001 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.001 C 999 180 E* 85 /- /- /48 /22 /15 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - Wind reactions based on MWFRS EXP:C Kzt:NA Des Ld: 40.00 Mean Height:15.00 ft - HORZ(TL):0.002 B - - E Brg Width=132 Min Req=- NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:2.0 Bearing A is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.229 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.120 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.093 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 4-7-5. _I. fl /ku�tiotil rg11 y,'f H• k ($y : o. 08,1 S 1 ilt 1 i = s ,0t, S •T :. O • Q/ Sesitrs..... t -I 7. •••410,.44- 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE; Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the x,mvm■wxY truss in conformance with ANSIPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of pro esstona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEAN:586833 /T32 VAL Cost:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1056.58380 Truss Label: VO4 KD / WHK 10/10/2018 4'8"8 I 9'5., I 4'8"8 4'8"8 =4X4 B O 12 10 / N M =3X4(D1) =3X4(D1) A— —C D I!l2X4 I' 9'5" I I-• 4'8"8 i 4'8"8 4'8"8 9'5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.009 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.019 D 999 180 C* 84 /- /- /47 /21 /15 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.006 D - - Wind reactions based on MWFRS EXP:C Kit:NA HORZ L: 0.012 D - - C Br Width=113 Min Des Ld: 40.00 Mean Height:15.00 ft � ) g Req g Code/Misc Criteria CreepFactor.2.0 Bearing A is a rigid surface. NCBCLL:10.00 TCDL:5.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.325 Maximum Web Forces Per Ply(lbs) Load Duration:1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.267 Webs Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.142 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) B-D 321 -495 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x4 SP#2 Bat chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 3-11-5. odstaMIr1U11frH1 �1}:••• �GE S`c..C� I :f• • o. 08�1 s 1 t. f ' a •at. S 'T ' fl QF , Dp • :�41 L1 .:*. . -I*.,•'��: al>,,, co IONAl; omons 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilingg plates shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable AZppi standard plate pac do truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE- Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci ,u,mng of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro-fessional engineering responsibility solely for the design shown. The suitability Suite and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sec.2. SuOrite 305ando FL,32821 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinsl.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.orq Job Number: 18-2367R Ply: 1 SEQN:586834 /T33 VAL Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1057.02950 Truss Label: V05 KD / WHK 10/10/2018 F 3'10"14 I 7713 H 3'10"14 3'10"14 =4X4 B A4(D1)12 ,o V LP i' in 3Xm 3X4(D 1) IAC i D Ill2X4 I 7'9"13 -I 3'10"14I 3'10"14 H 3'10'14 7'9"13 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.005 D 999 240 Loc R+ /R- /Rh /Rw I U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.011 D 999 180 C* 84 /- /- /47 /21 /15 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 D - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.007 D - - C Brg Width=93.8 Min Req=- Mean Height:15.03 ft Bearing A is rigid surface. NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 9 a Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.218 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.175 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.085 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 3-3-5. ottgltatrllplfr►! , ,:,,.,I.v, k ), s1.-101% AGE S4 *�C s. f i o.T08.1 72, I* i i : ' i ,at S ••T % O • ANZic:q•..#6. i ••t 74 0• de coo �ONAL ENG, 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Applplates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A IPL NE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the w,r,,r mwm truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of orooessronaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 • For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:waw.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367R Ply: 1 SEAN:586835 /T36 VAL Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1057.04770 Truss Label: VO6 KD / WHK 10/10/2018 3'1"5 6710 3'1"5 I 3'1"5 4X4 B Ti4 �C 1 D Ill2X4 I 6,2„10 -{ 3'1"5 3'1"5 3'1"5 I "I 6'2"10 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF)1 DetVCSI Criteria ♦Maximum Reactions(lbs),or•=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.003 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.005 D 999 180 C* 84 I- /- /46 /20 /14 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 D - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C Kzt NA HORZ(TL):0.003 D - - C Brg Width=74.6 Min Req=- NCBCLL:10.00 Mean Height 15.36 ft Code/Misc Criteria Creep Factor.2.0 Bearing A is a rigid surface. TCDL:5.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.133 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.102 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.052 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): , Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 2-7-5. tltr(t,Ujgkur4 I . Air;P••\>GESe.f.`t' L • J . •• o. 081 2 .ot. S .T ; 0 .:• - 44 COA S iONAI t 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS - Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCS!.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the „N rr,*,C pyo,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.orp Orlando FL,32821 Job Number: 18-2367R Ply: 1 SEQN:586836 /T38 VAL ' Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1057.09013 Truss Label: V07 KD / WHK 10/10/2018 2'3"11 476 HI-I 2,3"11 =4X4 B 12 \ 1 ,D / r IP =3X4(D1) D1) A C IPPPF 1112X4 F' 476 2711 2711 H -I2'3"11 4'7"6 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.001 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.002 D 999 180 C* 83 /- /- /45 /6 /14 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D - - Wind reactions based on MWFRS EXP:C Kzt:NA HORZ(TL):0.001 D - - C Brg Width=55.4 Min Req Des Ld: 40.00 Mean Height 15.69 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor.2.0 Bearing A is a rigid surface. TCDL:5.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.063 Load Duration:1.25 MWFRS Parallel Dist h to 2h TPI Std: 2014 Max BC CSI: 0.049 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.031 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 1-11-5. Ntnitem„,),ryh H. ".I E.....k,c>, s' .• I g p.708 1 i .,.. * : i i • � Qf lk SecseAk coo -e kfk if 4� NA r isagilk `,a� 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, /4111 as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingqComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,v,m,,CONWAY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing oftrussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The su' bility and use of this drawingdfor ny structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:wwwalpineitw.corn;TPI: www.tpinsl.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:586837 /T39 VAL Gust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1057.12873 Truss Label: V08 KD / WHK 10/10/2018 1'6"2 I 3'0"3 '� 1'6"2 1'6"2 12 =4X4 B T10 7 -3X4(D1) =3X4(D1) in /1 M i :111\== D 1112X4 H 3'0"3 —I 3'0"3 3'0"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.000 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.001 D 999 180 C' 81 /- /- /42 /5 /12 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL):0.000 D - - C Brg Width=36.2 Min Req=- NCBCLL:10.00 Mean Height 16.03 ft Code/Misc Criteria Creep Factor.2.0 Bearing A is a rigid surface. TCDL:5.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.023 Load Duration:1.25 MWFRS Parallel Dist h to 2h TPI Std: 2014 Max BC CSI: 0.015 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.016 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) 1 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE 1 VIEW Ver.17.02.00.1013.16 1 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 1-3-5. ...•q►1NIr1Uryinh%' ife : A? ss f •: . o. 08,1 s 11 ,Qt S •T ; 0Att./ � 6. O.Q`L:•.4 .. —% ' '..•°.1 49 :ps COA Afr-441.eilm 0 NQ4CGa. 10/10/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the w„1,,,CO.A„r truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of proTesstonai engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2 . Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: wwN.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Job Number: 18-2367R Ply: 2 SEQN:588207 /T41 MONO Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1115.39497 Truss Label: M02 KD / WHK 10/10/2018 I -S s 2 Complete Trusses Required I 4'5.6 I 8'10"12 P '4 4'5'6 4'5"6 8 #4X10(+) C -r > 11 hI 1 1 _ F E 112X4 .4X8 12X8 I B'2"4 i 4'5"64'5'6 I 4.56 I 8'1092 I„,,, Yr. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.015 B 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.029 B 999 180 G 1477 /- /- /27 /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 B - - D 1791 /- /- /75 /- /- Des Ld: 40.00 EXP:C Kzt NA HORZ(TL): 0.023 B - - Wind reactions based on MWFRS Mean Height 19.14 ft G Brg Width=6.3 Min Req= 1.5 NCBCLL:0.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 D Brg Width=3.0 Min Req=3.0 Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.293 P Bearings G&D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.409 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.464 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 7 -558 B-C 17 -581 Lumber Maximum Web Forces Per Ply(lbs) Top chord 2x4 SP#2 Bot chord 2x6 SP#2 Webs Tens.Comp. Webs Tens. Comp. Webs2x4SP#3 A-G 20 -556 F-C 906 0 :Rt Bearing Leg 2x4 SP#3: A-F 426 0 C-D 378 -690 Nailnote Nail Schedule:0.128"x3",min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 5.25"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)lf at 9.19BC:From TC:From 66 10 pif at 0.00 to lf at 0.00 to 10 6 pif at 8.90 4.116 :7:74 hyr�BC: 514lb Conc.Load at 1.58,3.15,5.15,6.71 • A/�4ys 8.71 ,�be.:` .,e.E s .1`�l y. Plating Notes $ ;• .• T_ •• (++)-This plate works for both joints covered. Q .18,1 • s Wind I * i', illr i Wind loads and reactions based on MWFRS. �Left end vertical not exposed to wind pressure. . S• S .T • 0 :11,1 Additional Notes 10� 44 a -%` '�•PThe overall height of this truss excluding overhang is el ••••..•••.••• 9-11-10. 1s ON Al COA 1YMl ow- 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10, as applicable. ApplPlates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,11,r,,,ro••t,,,,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance oforo essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:588174 /T10 MONO Cust:R215 JRef: 1 Wf12150001 CLINE Qty: 5 FROM:CDM DrwNo: 283.18.1057.27433 Truss Label: G03 KD / WHK 10/10/2018 ro7 en2 ere ,an-. , 2 I z,o7 I zr,o I ze,o I zr,. 17 .mts — % T i ; ......r,.72 _„„j) E g '/ 2 1. "x. /; ., ,2X+ 1 11712 1 2'70,0 zeta 2'710 271+ 9��9''I z+o7 I se12 I eae I m+ I Si .. "12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl IJ# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.027 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.060 C 999 180 K 514 /- 1- /320 /- /320 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 C - - F 489 /- /- /491 /210 /- EXP:C NA Des Ld: 40.00 HORZ(TL):TL 0.052 C - - Wind reactions based on MWFRS Mean Height 18.81 ft NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 K Brg Width=- Min Req=-F Brg Width=- Min Re - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.078 q= Load Duration:1.25 MWFRS Parallel Dist h to 2h TPI Std:2014 Max BC CSI: 0.288 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.350 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Camp. GCpi:0.18 Plate Type(s): A-B 571 -923 C-D 470 -838 Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 B-C 740-1195 D-E 575 -803 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x6 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3:W1 2x6 SP#2: K-J 96 -489 I-H 1204 -1088 :Rt Bearing Leg 2x4 SP#3: J-I 1019-1108 Wind Maximum Web Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C member design. Webs Tens.Comp. Webs Tens. Comp. Right end vertical not exposed to wind pressure. A-K 263 -387 H-E 955 -825 A-J 916 -546 E-F 656 -647 Additional Notes Shim all supports to solid bearing. The overall height of this truss excluding overhang is 10-5-14. M sonigrpu1zr, If 7:\b,0lei "- o.708.1 s fit • ,Qt S •T ; O I •Q = COA imaanow°N a- vs:000or r 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by.TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,y„,,,COMPANY in conformance with ANSI PI 1,or for handling,shipping,installation and bracir ng of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPISuite 305 1 Sec.2. Suite Orlando FL,32821 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.cor;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R Ply: 1 SEQN:588190 /T11 MONO Cust:R215 JRef: 1Wf12150001 CLINE Qty: 10 FROM:CDM DrwNo: 283.18.1057.33640 Truss Label: G01 KD / WHK 10/10/2018 3'8"1. 811Y aT. 113'8 1`9' I 3Pta I z1o3 I zrlo t zs•+o I - 08X1 F T Off Alf. i 10 r, , �I/ b s F. ' ° K I. ,A/ 03X. _ 1. ,,,A! i _ .3Xele,) Tl „8'• I Tt', z1°3 z-° zslo �1.y�I 30'I. I T1,Y I QTS t 3'8 I 11'11 g' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.047 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.095 D 999 180 A 564 /- /- /500 /172 /331 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.038 D - - G 803 /- /- /919 /207 /- Des Ld: 40.00 EXP:C Kit:NA HORZ(TL): 0.073 D - - Wind reactions based on MWFRS Mean Height 18.59 ft Code/Misc Criteria Creep Factor.2.0 A Brg Width=6.2 Min Req= 1.5 NCBCLL:10.00 TCDL:5.0 psf G Brg Width=- Min Req=- Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.237 P Bearing A is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist h to 2h TPI Std: 2014 Max BC CSI: 0.476 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.653 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 B-C 562-1351 D-E 459 -1630 Lumber C-D 718-1826 E-F 565 -1857 Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3:W1 2x6 SP#2: Chords Tens.Comp. Chords Tens. Comp. :Rt Bearing Leg 2x4 SP#3: A-L 598 -588 K-J 1503 -1075 Special Loads L-K 443 -592 J-I 1896 -1066 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply(lbs) TC:From 26 plf at 0.00 to 26 plf at 11.75 BC:From 40 plf at 0.00 to 40 plf at 0.98 Webs Tens.Comp. Webs Tens. Comp. BC:From 45 plf at 0.98 to 45 plf at 11.46 B-L 327 -470 E-I 176 -537 TC: 550 lb Conc.Load at 8.80 B-K 891 -409 I-F 1930 -811 Wind D-I 461 -346 F-G 703 -1215 Wind loads based on MWFRS with additional C&C member design. 00rriurrllsprr�li r' Right end vertical not exposed to wind pressure. 1►�A r"64,,E Left cantilever is exposed to windlit ,..... '', Additional Notesz�T��_•.�e�GE `SF .,r1/ .... The maximum horizontal reaction is 535# i IL Shim all supports to solid bearing. 1 Q 708.1 . The overall height of this truss excluding overhang is 10-5-14. 1* i i . D WIND LOAD CASE MODIFIED! 1. t• S •T % 0 Y Ills.z.q.,..... . -t. ... „„ A COA„thNAL ,a r 10/10/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing_and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, Adbilk as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the .,CO =1 truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciN31r ng of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of oro7essionaf engineeringresponsibility solely for the design shown. The suability Suite and use of this awing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. SuOrite 305ando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA: www.sbcindustry.com;ICC: vww.iccsafe.org Job Number: 18-2367R Ply: 2 SEQN:588186/T9 MONO Cust:R215 JRef: 1Wf12150001 CLINE Qty: 18 FROM:CDM DrwNo: 283.18.1057.47103 Truss Label: G02 KD / WHK 10/10/2018 ( - s 2 Complete Trusses Required I m,. 1 r+oe I c I ae,n V ,°"r T 0 iv ,� . i S •SM 2 _ I am./ — .Juu fit „0. 1 ao,. I s,,. I s'i,. I ,m II Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.039 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.089 D 999 180 A 1366 /- /- /1082 /319 /331 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.031 D - - G 1403 /- /- /1520 /409 /- Des Ld: 40.00 EXP:C Kzt NA HORZ(TL): 0.068 D - - Wind reactions based on MWFRS Mean Height:18.59 ft Code/Misc Criteria Creep Factor.2.0 A Brg Width=6.2 Min Req= 1.5 NCBCLL:10.00 TCDL:5.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.223 G Brg Width=- Min Req=- Bearing A is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std:2014 Max BC CSI: 0.540 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.600 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 103 -420 D-E 425 -1468 Lumber Additional Notes B-C 366-1396 E-F 450 -1661 C-D 492-1674 Top chord 2x6 SP#2 The maximum horizontal reaction is 537# Bot chord 2x4 SP#2 Shim all supports to solid bearing. Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3:W1 2x6 SP#2: :Rt Bearing Leg 2x4 SP#3: The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. 10-5-14. A-L 546 -321 J-I 1632 -533 Nailnote WIND LOAD CASE MODIFIED! K-J 1294 -537 Nail Schedule:0.128"x3",min.nails Top Chord:1 Row @ 9.75"o.c. Bot Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. B-L 164 -510 I-F 1683 448 B-K 836 -225 F-G 388 -999 Special Loads E-I 159 -508 TC:Fromr 208plfat-1 25/Plate 0.00 to 1464plf at 1 28.92 I,�NMMwtrIUppwrrq��ry TC:From 66 pit at 8.92 to 66 plf at 11.75 �. /fes y��� BC:From 20 plf at 0.00 to 20 plf at 0.98 •.•••••..�"1,* 4 BC:From 25 plf at 0.98 to 25 pit at 11.46 a���••• GE S+ •%s's.� TC: 550 lb Conc.Load at 8.66 a • • Wind • Wind loads based on MWFRS with additional C&C i • o' 08 s member design. = * : , ie Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind �• S 'T ; 0lala 44,./ %•\Ocef .11." . .. COA itiNii ONAIdt r 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, Ig as applicable. Applplates to each face oftrussand position as shown above and on the JointDetails, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANOWCONAWf truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover pace,, 6750 Forum Drive listing this drawing indicates acceptance of proTesslonat engineering responsibility solely for the design shown. The su' biiity and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 4 SEAN:588197 /T23 FLAT Cust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1114.42190 Truss Label: FT2 Page 1 of 2 KD / WHK 10/10/2018 I - 4 Complete Trusses Required 36111 8 3'1"3 6'6"1 9'5"8I 12'4"1I5 15'4" 18'3"12 21'1"1 23'10"11 26'8" '5"29 0 32'3" '0"35 0 37'10"1 40'7"9 43'5" 46'4" '8 I 2'11"7 2'11"7 2'11"7 2'11"/ 2'11"7 29"81 29"8I 29"81 2'9"81 29"8I 29"81 2'9"8I 2'9"81 2'9"8I 211"4 =5X10 =4X5 =6X6 =H1014 1112X4 6X8 =6X12 1112X4 =6X6 w5X6(""") =4X6 =4X8 =4X10 TT��� A rBB C D E F G H 1 J K L M N 0 P Q T 2 1 AH AG AF AE AD AC rIAB AA Z Y X W V U T S p�J R 4X8(;) 3X5 m1010 55X5 =6X6 =6X12 m1010 =8X12 =8X12 =4X5 =H1014 =4X5 =4X6 =4X8 =6X8 1113X10 r 18712 1 28'10"8 I I �i I8 3'1^3I 66'1 9'5,8 12'4"1'5 15'47 711"i "5 18'3"112 219184 23'10111 26'84 29'5$10 32'3"2 35'0"10 37'10'1 40'79 43'5" 46'4"4 3'6"111 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 150 mph Pf:NA Ce:NA VERT(LL): 0.343 W 979 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.690 W 487 180 Al 4370 /- /- /- /1512 /- BC DL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.039 I - - AB 25144 1- /- /- /7504 /- EXP:C Kzt:NA HORZ(TL): 0.077 I - - AJ 10860/- /- /- /3156 /- Des Ld: 40.00 Mean Height 23.49 ft ( ) NCBCLL:0.00 TCDL:5.0sf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 p Bldg Code: FBC 2017 RES Max TC CSI: 0.717 Al Brg Width=5.0 Min Req=5.0 BCDL:5.0 psf AB Brg Width=5.5 Min Req=4.8 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.451 AJ Brg Width=5.5 Min Req=2.2 Spacing:24.0" C&C Dist a:4.64 ft Rep Factors Used:Yes Max Web CSI:0.985 Bearings AI,AB,&AJ area rigid surface. Loc.from endwall:NA FT/RT:20(0)/10(0) Members not listed have forces less than 375# - GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE,HS VIEW Ver:17.02.00.1013.16 Chords Tens.Comp. Chords Tens. Comp. Lumber Plating Notes A-B 401 -1137 I-J 1219 -4272 Top chord 2x4 SP 2400f-2.0E All plates are 3X4 except as noted. B-C 463-1312 J-K 1219 -4272 Bot chord 2x8 SP 2400f-2.0E (**)1 plate(s)require special positioning.Refer to C-D 256 -759 K-L 1907 -6593 Webs 2x4 SP#3:W14 2x4 SP 2400f-2.0E: scaled plate plot details for special positioning D-E 1394 -324 L-M 2193 -7523 :W15,W16,W18,W32 2x4 SP#2: requirements. E-F 4269-1231 M-N 2366 -8108 :Lt Bearing Leg 2x6 SP#2: F-G 7289-2179 N-O 2200 -7539 Nailnote Wind G-H 7289-2179 0-P 1680 -5730 Nail Schedule:0.128"x3",min.nails Wind loads and reactions based on MWFRS. H-I 2774 -844 P-Q 988 -3370 Top Chord:1 Row @12.00"o.c. Right end vertical not exposed to wind pressure. Bot Chord:2 Rows @ 4.00"o.c.(Each Row) Maximum Bot Chord Forces Per Ply(lbs) Webs :1 Row © 4"o.c. Chords Tens.Comp. Chords Tens. Comp. Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row AG-AF 1161 -412 Z-Y 898 -226 to avoid splitting. AF-AE 1264 -447 Y-X 6369 -1843 In length ltion,wood screw at ach joint location.x dia.X 6.0" taltll�pµhrb AD-AC 409-1674 W- 8052 -2352 rt Flit, AC-AB 1318-4554 V-U 7604 -7222 Special Loads ,` `'•..........Flit, tfe_ AB-AA 975-3224 U-T 5926 -1738 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) a'• 'Ts ;GE S moi. AA-Z 898 -226 T-S 3622 -1065 TC:From 60 plf at 0.00 to 60 plf at 46.35 '{S1 .• Y •s� BC:From 20 plf at 0.46 to 20 plf at 46.35 : • 'Z BC:1292 lb Conc.Load at 0.65 • Maximum Web Forces Per Ply(lbs) BC:1892 lb Conc.Load at 2.71,7.71 0.708.1 s ebs Tens.Comp. Webs Tens. Comp. BC: 489 lb Conc.Load at 4.21,6.21 A-Al 431 -135 I-Y 4010 -1177 BC:1605 lb Conc.Load at 9.77,18.90,28.02,37.15 45.60 _5 A-AG 1218 -428 Y-K 752 -2534 BC:2807 lb Conc.Load at 11.71,16.83,20.90,26.02 % S •T % 0 : t. Al-A 387-1103 K-X 1385 -395 30.02,35.15,39.15,44.27 t.A •4,4 AI-AH 431 -135 X-L 319 -1039 �D...p, ' '••�� �r C-AE 230 -668 L-W 564 -156 Purlins ICL• .•.. -t• •• ,� AE-D 1106 -328 W-M 195 -658 [[''[i •...,.... The TC of this truss shall be braced with attached 1oV..�', A CN D-AD 634-2022 V-N 618 -176 spans at 24"oc in lieu of structural sheathing. COA#U rasp ON AL G�•\N' AD-E 1758 -522 N-U 132 -400 agr#n10 E-AC 988-3218 U-O 1980 -567 10/10/2018 AC-F 1802 -539 O-T 363 -1209 F-AB 1019-3299 T-P 2586 -754 - **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)Mr safety practices pnor to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the m,, ,. truss in conformance with ANSI/TPI 1, or for handling,shipping,installation and braciN, ng of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of proTessionaT engineering responsibility solely for the design shown. The sur biIity and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 18-2367R Ply: 4 SEQN:588197 /T23 FLAT Gust:R215 JRef: 1Wf12150001 CLINE Qty: 1 FROM:CDM DrwNo: 283.18.1114.42190 Truss Label: FT2 Page 2 of 2 KD / WHK 10/10/2018 Additional Notes AB-H 1450-4902 P-S 474 -1554 (***)20 gage metal shim required between chord H-AA 2781 -807 S-Q 3983 -1167 ends to distribute axial forces at joint.See DRWG M-I 1290-4348 Q-R 645 -2173 RIGINSRT1014 for more information. 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*A reaction exceeds 20000 lbs. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 2-2-11. 4,4b344 .... . /rir4r14.' f o.708.1 �s 'Q% S �T ' QE COA ao 0„d d 10/10/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, ./1116 as applicable. Applplates to each face,oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the „r,m„COMM truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability 305 Suite and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Olando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: vn'wn.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 18-2367R P : SEQN:588203 /T12 COMN Gust:R215 JRef: 1Wf12150001 CLINE Qty: • FROM:CDM DrwNo: 283.18.1115.15457 Truss La. KD / WHK 10/10/2018 5 5 2 Complete Trusses Required 3713 0'25 135'8 1510 148'11 2310'2 261• 3713 l s+9 ! 533 I zr8 ! z+Pl+ ! 519 ! 3713 1465 • 4'i1iII ° .. .�I` - - 11) 12X4 .3X4 .8X8 ...1,`.. .3i4 1214 at ,:1) I 2010'5 1 3014 I 519 I Sri I zf8 ! 21711 I s19 ! 3014 ! 3714 8T5 1355 1510 14511 23172 2611' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.090 K 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.182 K 999 180 A 2682 /- /- /670 /852 /348 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 C - - H 3322 /- /- /670 /1035 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.059 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:28.37 ft TCDL:5.0 psf Code/Misc Criteria Creep Factor.2.0 A Brg Width=5.5 Min Req= 1.6 H Brg Width=5.5 Min Req=2.0 Soffit 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.331 TPI Std: 2014 Max BC CSI: 0.716 Bearings A&H area rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.714 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 A-B 597-1865 E-F 659 -2156 Lumber Additional Notes B C 574-1811 F-G 704 -2262 C-D 521 -1659 G-H 704 -2248 Top chord 2x6 SP#2:T2,T3 2x4 SP#2: The overall height of this truss excluding overhang is D-E 486-1595 Bot chord 2x6 SP#2 11-10-15. Webs 2x4 SP#3 WARNING!This truss is not symmetric,but its exterior Maximum Bot Chord Forces Per Ply(lbs) geometry makes erection error more probable. Chords Tens.Comp. Chords Tens. Comp. It is imperative that this truss be installed properly. (a)Continuous lateral restraint equally space A-N 1383 -438 K-J 1686 -511 tuber. N-M 1381 -436 J-I 1650 -511 Nailnote M-L 1343 -414 I-H 1655 -514 L-K 1579 -472 Nail Schedule:0.128"x3",min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 9.25"ac. Maximum Web Forces Per Ply(lbs) Webs :1 Row © 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails wtnlNr D-L 1873 -517 E-K 1745 -489 in each row to avoid splitting. ftli"0 L-E 426-1464 Special Loads 41344...H• /�hyfrfi, -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) �'•,••`•r• E•••'••� f/0% TC:From 66 plf at 0.00 to 66 plf at 26.92 •� ••Yv Scc •• BC:From 20 plf at 0.00 to 20 plf at 8.50 1 S'01. BC:From 60 plf at 8.50 to 60 plf at 10.58 BC:From 20 plf at 10.58 to 20 plf at 26.92 I 6' Q, 08. 1 BC:3605 lb Conc.Load at 15.83 • s Loading * • • _I Truss passed check for 20 psf additional bottom IIT1• S •T % Gable Stud Reinforcement Detail ASCE 7-101 160 .mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or. 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace ■ (1) 2x4 'L' Brace e (2) 2x4 'L' Brace ■w (I) 2x6 'L' Brace w (2) 2x6 'L' Brace ww Bracing Group Species and Grades. Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group AI #1 / #2 3' 8' 6' 3' 6' 6' 7' S` 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' Spruce-Pine-Fir Hem-Fir -{-) SPF *1 / #2 Standard #2 Stud 0) LJ �f r #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' p3 Stud #3 Standard O l JF Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' I� Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' Douglas Fir-Larch Southern Plnewww QJ #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' #3 #3 J SP #2 3' 8' 6' 1' 6' 6' • 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' Stud anStdd Standard Standard #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' 10' 10' 13' 8' 14' 0' cru D L Stud 3' 7' 4' 10' 5' 2' - 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' 10' 10' 13' 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' Group BI U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' Hem-Fir _ S P r #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 6' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' kl 6 Btr L U F Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' k1 CU O H Standard 4' 0' 5' 8' 6' 0' 7' 6' , 8' 0' 9' 11' 10' 4' 11' 10' 12' 8' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinewww #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' #1 k1 > SP #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #2 #2 #3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). DFL Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Q1 .---i - wwwFor 1x4 So. Pine use only Industrial 55 or Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B S P F #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes' u U H FStud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' ID' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. OStandard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10' 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' Provide uplift connections for 135 plf over X #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d SP #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. Cij DPL Stud 4' 6' 6' 10' 7' 3' - 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' Symm i^ Attach 'L' braces with 10d (0.128'x3,0' min) nails, About i'� ll able Truss i! II I w/ NE For (1) 'L' brace. space nails at 2' o.c. I/ i` in 18' end zones and 4' o.c. between zones, ) s. ce ls at ' o.c. Diagonal brace options ; - T ; oin 18C2end 'zonesQand 6'aocnbbetweenzones.zones, vertical length may be400000, g] doubled when diagonal 18' )l( 44,441.40% 'L' bracing must be a minimum of 80X of web member length. brace Is used. Connect 1— Ol diagonal brace for 690# I 'L' w at each end. Max web Br ce 4,� Gable Vertical Plate Sizes total length is 14'. �1 11031E B Vertical Length No Splice 2x6 DF-L #2 or • Less than 4' 0' 204 better diagonal r' 11 Greater than 4' 0', but 4X4 less than 12' 0' Vertical length shown brace) single 18' 3# i In table above. or double cut I + Refer to common truss design for Iii d 45• (as shown) nt L_TI� f't \' T. ' , upper end. 0 ll ll 0. •fff `' ♦� 1 peak, splice, and heel plates. r4. r Refer to the Building Designer for conditions Connect diagonal at 1� / / / / �o I •�'Be !� e:•, not addressed by this detail. midpoint of vertical web. Refer to chart ove for m.x gable eng'%h. wwVARhUC READ Alm FELLED./ALL H' S ON THIS DRAVMi O.-ro8 6 • REF ASCE7-10—GAB16030 w.DPORTANTse FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS • Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Rafe tgpnd• ' i b v follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)f amity: ' Y DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing pe BCS. . Unless noted otherwise,top chord shall have properly attached structural sheathing and bot c@� SAT = • DRWG A16030ENC101014 shall have a properly attached rid ceiling Locations shown for permanent lateral restraint re • 7 A I shall have bracing Installed per BCSI sections B3,B7 or BIO,as applicable. Apply plates to ea 1--n1 ��'\ I of truss d titin as shown above a d o the Joint Details,unless noted otherwise. • A .•� (; I V Refer to drawing.160A-Z for standard plate posltlonz. �. ^ M`� l Alpine, division of ITV Building Components Group Inc.shall not be responsible for any devla�%A 'm . . •.• ` g AN rTINCOMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for bonding,s �(` •r...,uee••. �� 0. MAX. TOT. LD. 60 PSF Installation 6 bracing of trusses. A seal on this drawng or cover page list'g this dra.►,g,Indicates acceptance of professional ,�,` 13723 Riverport Drive engineering responsibility solely far the design shorn The suitability and use of this drawing e�`��0�A�,�* Suite 200 for any structure Is the responsibility of the Bu4dng Des',,,., per ANSI/TPI 1 Sec2. -yfv.` yJ,�� Maryland Heights,MO 63043 For more information a this Job's general notes page and these web sites. '••R�Bt••- ALPINE'wr.alp'neitr.coni TPIewow.tpinst.orgi SBCA.www.sbclndustry.orgi ICC.wwn.lccsafe.org ('nA MOW/7018 MAX, SPACING 24.0' Goole Detail �('*II For Let-in Verticals Gable Truss Plate Sizes About`lf © Refer to appropriate Alpine gable detail for II minimum plate sizes for vertical studs. 11 44111. +QRefer to Engineered truss design for peak, Ir splice, web, and heel plates. © ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Gable ` © © vertical * O , Example( 2X4 p Length • lii , 2X4 % 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing © Member Member 1111111111: © Toe-Hall - Dr - End-null x © © To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' Increase by length (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails! Maximum allowable 'T' reinforced gable vertical IOd Common (0,148'x 3.',min) Nails at 4' o,c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords, 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Rl.ld Sheathing Toennlled Nails( 10d Common (0.148'x3',min) Toenails at 4' o.c, plus Web Length Increase w/ 'T' Brace i 4 Nall rl 17J (4) toenails In the top and bottom chords. 'T' Relnf. 'T' T. This detnll to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Relnforcing wind fond. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Example) 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Trus Spaced At ASCE 7 10 & ASCE 7-16 Gable Detail Drawin s Gable Vertical = 24'o.c. SP #3 Truss 4' O.C. A11515ENC10011B, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100116, A20015END100118, A20015PED100118, T' Brace Increase (From Above) = 30% = 1.30 A11530ENC100118, A12030ENC100118, A14030ENC100118, A1603OENC100116, (1) 2x4 'L' Brace Length = 8' 7' A1803OENC100118, A2003OENC100116, A2003OEND100118, A2003OPED100118, Maximum 'T' Reinforced Gable Vertical Length SI1515ENC100116, 512015ENC100116, 514015ENC100118 '�ItllFIUI10 1.30 x 8' 7' = 11' 2' S 1530ENC100118, S12030ENC100118, S14030END1• ,',1ft S��O159 0001;:94.,,,,0 �l 4 Nail �l 1� S18030ENC100118, S20030ENC100118, S20031,,.,`• 1 ••iidal '.l 7 , '4 i Gelling See appropriate Alpine gable detail for ma Ih In ced g•6[ty:i•t m• l719gth. '*i e Io • O. $8 1 w a wwVa AIT HD ARNDIGMREAD AFELLOW ALL NOTES d THIS DRAMINGI REF LET-IN VERT sialPGRTAHT•e FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLER • It 1 Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refe t ,,,• i . • a follow the latest edition of BCSI<Building Component Safety Information,by TPI and SBCA) fo afetty S AT = O DATE 01/02/2018 41116 practicrs prior to perior ring these functions. Installers snail provide temporary bracing pa CSLw. i .7 - Uniess noted otherwise,top chord shall have properly attached stn„ct,.eal sheathing and bot al ,,•���r DRWG GBLLETIN0118 shall hove a properly attached rigid coiling. Locations shown for permanent lateral restraint • shall have bracing installed per BCSI sections H3,H7 or 010,as applicable. Apply plates to enc • , .1 P[IN °• of truss and position as shown above and on the Joint Details,unless noted otherwise. w••••( +t e•• Refer to drawings 160A-Z for standard plate positions. I+ •.•••nrw+•e• [��� Alpine, division of ITV Building Components Group Inc.shall not be responsible for any deviation • v AN lW COMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping Installation&bracing of trusses. 6701‘11k1:1;00 MAX, T❑T, LD, 60 PSF A seal this drawing or cover page listing this drawing,indicates acceptance of professional /(•r,�_____I 13723 Riveroort Drive enginering r< solely for the designshown The s,4tabl<ty and of this drawing intain�1 DUR. FAC. ANY Suite 20 for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect, 20A 111D2RF20 l 8 Marylon( MO 63043 For more Information see this Job's general notes page and these web site MAX. SPACING ALPINE!www.alpineitw.conl TPA www.tphst.orgl SBCA wwwsbchdustry.orgl ICC(wwwJccs 24.0' DNI3VdS 81 OZ/N-A)Pfr Vl)3 6uaa9Os»Iaaa oJI 011.50 .snpy0graaa ales re,ce}suldVas.•Idl IuoOs}Iaydl0•sas e3ad1V ` 5&145 Cas as•4}puo&Clod s•}ou lwauaC 5,401 5141 ams uol}0uuodul.uou..oj CP0E9 OW'01401aH pueIAlelry 3H3 '21(TQ �M+'� +►�./�OI z0•s I IdifISHV..ad..a,.e1saa a,P.e aw 35 A}rygs.odsau•41 01 +craws A40..od 00Z Ming \.� 1 V , a 8 Mo-P sM.W asn put Ampoomns.41 o••ojs Asap a4}-api Amos 4C?11191s'•�•a..+aNa+•Aua 50011;1551558 MEL \`' ln+gssado..d d°ao o da»o snoopy'Oy00.4 514}Ou I01&Clod uanoo uo Wpm*5141 uo pas V assn}30 VUpOuq 1 uol}opo}sy 3Sd Q1 '1�1 4 �� t S ddys V141P 1.039 Jo'1 Idl/ISNV 4}la aouauuo3UOD ul 5003}a44 Pllnq 54 5.1405 900 Oysa3P spl} ANryyco NV aa., { !.a J&/VAsoparp Auo J04 alglsuodsau aq sou 11045 SAI dn0311 souauodu03 SA11ne All Ao 55MNP 0',WIN �1 a w a 7 ..V 'suol}Isod a451d PUWuv}s 359 Z-V091 553P a}as;aa I e y 3Sd 11 3H $ ae . .Y :�6i . •&sw•4}o pa}o,.ss 41'54•}.a}upr&4}uo Pu0 soap 1.045 so uw}is�Pu0 55034}do �I V�1��V o.,o}sa}oid Alddy •algvolddo so So uo Ze ee suon.oas I ..•d p040}0,q Oyxuq.nw»ws 1 51 wa• 0 7 • ysa .011 pup 10..4}01 M30/Dad..03 uaoso suol}000 om no PPIu yo doo}0 ANadwd v anvy 11540 bi0Tfff1Sff13?Jff 9M�IQ 3Sd 1Q 3H� IV S ��wI }oq w••a.l440ws 0 0fl,0 p04,0440 q,•do.d.OR 1'$ p1040 m1. 00I0�04}o p0105 ss010n 'ISO 4ad ayo,..q o..owa}.10003d pws 54.03•}514 Y4o,}�,a,t as.*0043033W o}4013d s&,r}sa i7T/TO/OT 31dC 3Sd 1Q 3 �s a Ja wolq[dpio e1p l wW�gAiddr21Wv4 Cly}a�9olHNISJao;o .'}rte,:ss7.7d -SgnS d13 33e1 3Sd 1 t '521-r>rlsra 3111 OnIamJNMELLOW 1JT1V 031 1u aAVna SnHsnaru a:1HVIInaas. Snl ` 80 1 !MAVaa l NO 43011 4 V AIMI SNV QUO a.fxm/0PAas i ~;� J.' 3S30''ICb '' , •H Wd , 4j"" PiNtsui*nni*P- 1111 I1 1111 'gam do aJod 47oa o}. goos (I) Alddy 'C11 ; am do aoo3 aplm 0 Tops .Aaua3 ( ) 'u6lsap paloas s,uaaul6u3 uo aslm,aa4}0 payloads ssalun Aagwaw Cam uoi . ua�}aq JO apo.A6 poo sapads awns aq o� �uawao Aodula.A Coos Jo '}uawaJ AodulaJ-1 '}uawaouodulau-1 dulad Coos (*)9x2-2 9x2 SMOJ 2 8x2 8x2 T 9x2 mO A T 8x2 4}61&1 Aagwaw Cam do X08 wnwlulw C)IE)yx2-2 9x2 smo A 2 9x2 P SI ,Aagwaw 6up.Aodula2 'D'0 ,9 �0 9x2 T 4x2 MOJ I 9x2 slloU (Ulw`,0'Ex,82T'O) POT 4�Im 40O��d •aood .Aad CfO75 (I) uo4} auow ON b.x2-2 9x2 SMOJ 2 yx2 JO EX2 'Cam do aood aplm 04. (s)goos kiddy yx2-T yx2 mO.A I 17x2 JO CX2 l�uawa3�o�uia� CjU�s 'dula2J go7S 'dula2J -1 JO -1 }ulou}sael anis }uawaoaJodulad anlq.ou.Aa-ly b13 paldpads JagwaH Cam 'dulab-1 'dula?J-1 ' XMI V 'ad, . l_uawaDJofula.A a}ol.adojddo 4}lm u6lsap un„1-a.A ';.uawao,AodulaJ an13.ou.Aa;lo wnwlulw uo3 Om ><.l •anl}on.Aasuoo aq APIA molag },,Ipup LAI paypads 4.uawaDJofula.A anp.ou.Aa;.ly '}.uawa0.Ao3ula.A gopapasUo }uawaoaJodulaJ-1 uo �uawao Aodula A_l o} su6lsap papas �Cld al6uls uo UMOLIS ,, ,� el-10 paldpads a4. 6ui6uoLp uod algoollddo /quo sl llo1.ap 5141 Aelv .4bual uagwaw Cam do %08 wnwlulw o Isa4_oN sl uagwaw 6u10.Ao3ulad '7'0 ,9 }o AV sllou (UIw`,0'Cx,82T'0) POI 4I-Im 4Jofy ir .a7od MOJJOU Cam do atopJa4nla o4. .Clddy •, dulaa-1 q u6I ap si po4�aw o palj adula I JO ;�uawai.Ao�uiae{--1 Cam anl�.ouuallo uo Tnq u6lsap ssn.A} o uo paldl0ads sl 'dula8-1 Jo Q113) q.ulo.4.sab lOJa3.o-1 snonul}uo3 o uaim pasn aq o} sI 11o}ap 5141 q_uawaa.,1ojuiaN-1 uoiq_ r d3A 6uiDuo �- uia � N -13 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 100 Or, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace ■ (1) 2x4 'L' Brace I (2) 2x4 'V Brace ■M (1) 2x6 'L' Brace A (2) 2x6 'L' Brace ■w Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Al PF #1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir 4—' — #1 / #2 Standard #2 Stud 0) U S #3 4' 1' 6' 7' 7' 1' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' #3 Stud #3 Standard - LJ Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' o �I Standard 4' 1' 5' 8' 6' 0' 7' 7' 8' 1' 10' 1' 10' 6' 11' 10' 12' 8' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinexew OJ #1 4' 6' 7' 4' 7' 8' 8' 8' 9' 0' 10' 4' 10' 9' 13' 8' 14' 0' 14' 0' 14' 0' #3 #3 J SP #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' StudStdd #3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard Standard cru DFL Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' _ 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' d Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 2' 11' 0' 11' 10' 14' 0' 14' 0' Group B, Ur #1 / #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir -P r #3 4' 8' 8' 1' 8' 8' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 6 Btr Y H F Stud 4' 8' 8' 1' 8' 6' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 a O I 1 Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinewww #1 5' 1' 8' 5' 8' 9' 9' 11' 10' 4' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' #1 #1 SP #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' #2 #2 #3 DFLStud 4' 9' 4' 9' 7' 4' 7' 4' 7' 9' 7' 9' 9' 9' 9' 9' 10' 2' 11' 8' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). �--i rw,eFor 1x4 So. Pine use only Industrial 55 or Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d S P F #3 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes, LD U I i[' Stud 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. O �I f Standard 5' 1' 8' 0' 8' 6' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 55 plf over X #1 5' 8' 9' 3' 9' 8' 10' 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d S P #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. D F L Stud 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1' 7' 5' 7' 11' 9' 11' 10' 7' 12' 9' 13' 3' 14' 0' 1f40'410.1.'41_11,4' 0' 14' 0' Symm rr Attach 'L' braces with SOd (0.128'x3.0' min) nails. About rt it able Truss �� �� I 0 31( For (1) 'L' brace' space nails at 2' o.c. �0` In 18' end zones and 4' o.c. between zones. Diagonal brace option, **For (2) 'L' braces. space nails at 3' o.c. vertical length may be T ► In 18' end zones Intl 6' o.c. between zones. doubled when diagonal 18' 3f( 1 'L' bracing must be a minimum of 80% of web brace Is used. Connect L I �r� member length. diagonal brace for 450# ' 'L' It at each end. Max web Br ce 4vp Gable Vertical Plate Sizes total length is 14'. �-`_ 31(31( ` : Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal r -1- Greater than 4' 0' 3X4 Vertical length shown ,1 brace, single 18' „ In table above. or double cut I ."J it 45' (as shown) at L- 1: i� 7-' , ,:" + Refer to common truss design for upper end. I 4 11 I >iy C`! -'� �� � h'� ` peak, splice, and heel plates. 1•,' •• •. Refer to the Building Designer for conditions Connect diagonal at ' yyt� �" • '- not addressed by this detail. midpoint of vertical web. Refer • to chart Qb �4tor ax gab,• I f lenh.AVARNIG1.1 READ Alm Fn my ALL NOTES IN TRIS BRAVING&DTANIww FUNISH THIS BRAVING TO ALL CONTRCTS ILUDING TINE INST . zREF ASCE7-10-GAB14015 Trusses require xtreme care In fabricati g,handing,shipping,Installing and bracing. Ref tofollow the latest edition of BCSI(Building Component Safety Information,by TPI d SOCA) l n M DATE 10/01/14 pr es prior to performing these functions. Installers shall provide temporary bracing I.• a eoo norm otherwise,top chord shall have properly attached.fractural sheathing and on c d DRWG A14015ENC101014 shall hove a properly attached rigid ceiling. Locations shown For permonent lateral restrain of web S AT • 0 • a L��A ' of hase bracing iontow d shown aboI on th,H7 of Beas unless o Applytplates, tae p O I\vl of ll ha and position dhpen above and on the Joint 00,Details,vdeis noted otherwise, •� `�� Refer to drawings 160A-Z for standard plate positions, i • • Alpl ,a division of ITV Bueding Components Group Inc.shall n t be responsible for any drvla4 ••••` ", w.t •• 1y44E' AN fiWCOMPMNY this drawing,any failure to bund the truss In conformance with ANSI/TPI 1,or for handOng,shlpp • • G` v MAX. TOT, LD, 60 PSF Installation 6 bracing of trusses. �(S .....rne•••• A seal on this drawing or cover page llrt1n this drawing,Metates acceptance of professional US/ _N` 13723 Rrverport Drive engineering responsibility solely for the design show. The suitability and use of this drawing \ Suite 200 for any structure Ls the respan�.hty of the Building Designer per ANSI/TPI I Sec2. �. ON Ale ti ,�t, Maryland Heights,MO 63043 For more Inforwotlon see this Job's general notes page and these web sites �f 004- ALPINE'ewwalpineitw.canr TPB www.tpinst.org,SOCA,wwwsbchdustry.orgr ICG www.tcsaf---- Cl)A44.170 i8 MAX, SPACING 24,0' - Gable Stud Reinfc,r `zrnent Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Gr, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Dr, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 'V Brace w (1) 2x4 'L' Brace w (2) 2x4 'L' Brace NEIN (1) 2x6 'L' Brace 5 (2) 2x6 'L' Brace wed Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group AI S - Spruce-Pine-Fir Hen-Fir SPF #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' *1 / #2 Standard *2 Stud #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' #3 Stud *3 Standard CD O u r Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' HF Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinewww QJ #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' a3 a3 —J SP #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' Stud Stud #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' Standard Standard ecu D F L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' d4'3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' B' 10' 4' 13' 1' 14' 0' Group B, USPP #1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' Hem-Fir #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' #1 6 Btr L U HF Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' _ 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' a1 - Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10' 10' 12' 8' 13' 7' 14' 0' 14' 0' Dou•las Fir-Larch Southern PlnewwIN #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' ® #1 SP #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' EIMOMIli #2 #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' Q) .--I 1x4 Braces shall be SRB (Stress-Rated Board). DFL Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' WwiltFor 1x4 So. Pine use only Industrial 55 or Industrial 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10' 10' 11' 10' 12' 7' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B _4 #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' values nay be used with these grades. d S P P #3 4' 7' 8' 2' 8' 5' 9' 8' _ 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes' LD U H F Stud 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. Of�r Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 75 plf over X #1 5' 1' 8' 5' 8' B' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psF TC Dead Load), C.:5 S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. (-I DFL Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Symm j�;; Attach 'L' braces with 10d (0.128'x3.0' min) nails. About jt able Truss r 1 I i NE For (1) 'L' brace. space nails at 2' o.c. "111111111111 `� In 18' end zones and 4' o.c, between zones. Diagonal brace options , ' 018'2end�zonesennd 6 o.c.nbetween3 zones. vertical length may be a 'L' bracingmust be a minimum of 807. of web doubled when diagonalC18' �E • •y� member legth. brace is used. Connect L L diagonal brace for 600* 'L' at each end. Max web Br•ce `i Gable Vertical Plate Sizes total length is 14'. 31E 31E /,• ; Vertical Length No Splice Less than 4' 0' 2x3 DF-L a2 or Greater than 4' 0', but better diagonal + e 3X4 Vertical length shorn /[ x. brace] single X !4! less than 11' 6'll In table above. or double cut "� 4A Greater than 11' 6' 4X4 (as shown) at L 1 �• j ••��g e �/ II•' ° t Refer to common truss design for ' ' upper end. �- Q-y�� •• •!•1 •• '� 1 _ peak, splice, and heel plates. o; •Ata . Ver y Refer to -the Building Designer for conditions Connect diagona at 1� • _ '� not addressed by this detail. midpoint of vertical web. Refer to chart ._•ove for m.x gable • i-ng�- . wwVARMINGess READ AND FOLLOW ALL NOTES I>l THIS IatAVINGI ; 03.708. REF ASCE7-10-GAB16015 ...IMPORTANT..FURNISH NIS BRAVING TO ALL CtlNTRACTUtS INCLUDING TOE INSTALLERS • • Trusses require extreme care h ffabricating,head h',g shipping,installing and bracing. Ref y•.�idtl s inr • r follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for (My: • - DATE 10�01�14 metiers prior to performing these functions. Installers shall provhe terporary brae p pe CSI. • Ailh noted otherwise,tap hard all heat properly attached structaral sheath4q and bat 'egg DRWG A16015ENC101014 g. shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint PAW' • S AT e 0 i A���_ 1 shallft have bracing installedperabove on th,B7 or BID,as applicable.lawApplyt rwtes to enc PlQ • h L,J� N Re truss and drawings 1 0 asshownr boat and on the Jahr Details,unless noted otherwise. �• A 4! Refer to drawings 160A-Z for standard plate positions. I'•_ C Alpine,a division of ITV Building Components Group Inc.shall at be responsible for any deviation ••. f '• ••r f , AN RWNMPANT this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for haing,shipping, ••..e„w.•• G� � MAX. TOT. LD. 60 PSF Installation 6 bracing of trusses. ('e •�\ A l on this drawing page listing this drawing,indicates acceptance of professional {,�In r/\ �\�`\ 13723 Rlverport Drive solely for the shown The uhtaMlty and of this dr awrp -.44, u Y/i Suite 200 far rig •sva�+m rano •• wr ANSI/T�I 1 S.cai X14011 Maryland Heights.MO 63043 For more information see this Job's general notes page and these web sites, MAX, SPACING 24.0' ALPINE,wwwatpineitw.coni TPI•eew.tpinst.orgi SBCA wwwsbcindastry.orgi ICC,www.lcrsafeorg ('()A yiiWip/2018 Valley Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt-=1.00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better, valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. web, same species and grade or better, attached with 10d box (0,128' x 3,0') nails at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous Attach each valley to every supporting truss with: Lateral Restraint applied at mid-length of web is permitted with diagonal (2) 16d box (0.135' x 3,5') nails toe-nailed for bracing as shown in DRWG BRCLBANC1014, ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1,00 Top chord of truss beneath valley set must be braced with: Or properly attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph, 30' Mean Height, Enclosed installation, Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Or Purlins at 24' o,c. or as otherwise specified on engineer's sealed design Bottom chord may be square or pitched cut Or as shown, By valley trusses used in lieu of purlin spacing as specified on Valleys short enough to be cut as solid triangular Engineer's sealed design, members from a single 2x6, or larger as required, shall be permitted In lieu of fabricating from NE IC* Note that the purlin spacing for bracing the top chord of the truss separate 2x4 members, beneath the valley is measured along the slope of the top chord, All plates shown are ITW BCG Wave Plates. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', 2X4 4X4 3X4 12 „ Valley 12 Max. _ I Spacing 1 =If" 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip I- 8-0-0 max -I Bottom Chord Bottom Chord End Detail Joint Detail Valley Valle 4X4 oe-nailed y ** 12 7' Common Trusses 12 Max. i— at 2L-' o,c, X3 ;, ae Valley Set ' 1X3 6-0-0 �v\'l` , S at °4" o,c. 1X3 5X4/SPL 1X3 I (Max Spacing) +1X3 2X4 SQo-G\�g u► twk N I I r I i I xs 20-0-0 (++) 1 \i�M ��on Trusses Partial Framing e,e•,e•eeweeee . Supporting trusses at 24' o,c, maximum spacing, t.NV• E .�0 24'_ o,c, Plan I�e�e�'�,Ci S� • e i =WARNING.. READ TTD�� • aDPOITANTa1RNISHTHIS DRAWING, O ALL CONTRACTORS DLU INSTALLERS. 1 P 0.708, 1 r T LL 30 30 40PSF REF VALLEY DETAIL X Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to'nd DL 20 15 7 PSF DATE 10/01/2014 follow the latest edition of BCSI(Building Component Safety Information,by TPI d SBCA)for y j • r practkes prior toeperfornhg these functions. installers shell provide tenporary 6rachg per BC : e LYdr ted other-el..,tap hard Blau hove properly attaches structural heathhg and bottom B DL 10 10 10 PSF DRWG VAL160101014 T7 .Fall hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of ' S A'}"AT . 0 A l Pg N shall have bracing Installed per SCSI sections B3,B7 or DID,as applicable. Apply plates to each f a /91 /7r O of truss d position a shown above and the Joint Details,unless noted otherwise. r .'�� LL 0 0 0 PSF Refer to drawings 160A-Z for standard plate positions. i� e• de Alpne,a dwwy *LI f I. BUAdng campaxntz Icon. Ina.shau rat be .s I,or a far oil deviation f e. 4 a,l ee ❑T, LD, 60 55 57PSF AN ITW ODMPANY this tlrawhg,any f*Rl of to bold the truss h conforrance wish ANSI/TPI 1,or for handl np,shipping, ee • �` Installation L brnclro of trusses. •'ese�reee re A seal on this drawing or cover page listing this drawing,indicates acceptance of professional - er r... respons•ik solely for The shown The suitability and use of this den �t chi JV 13723 Riverport Drive fol,ony ,cion is the..espy Building Designer peryANSI/TPI t Sem. h'° e� u/ON AI.. fir` AA• DUR.FAC.1.25/1.33 1.15 1.15 Maryland O 63043 For more information a this Job's general rotes page and these web sites. A ttM+M`� N ALPINE.wwwalphelto.coml TPI see SBCA.•rsbcindustry.org,ICC.rwlccsofcoo Cf)4{/O'� D1 SPACING 24.0' - 1 RIGID INSERT DETAIL_ - REINFORCEMENT FOR HIGH STRESS COMPRESSI❑N JOINTS THIS DETAIL IS TO BE USED WHEN STRESS AT A COMPRESSION SPLICE EXCEEDS 75X OF THE ALLOWABLE C❑MPRESSI❑N STRESS PER TPI 1 SECTION 7.3.9.2 OPTION #11 APPLY A 20 GAGE MINIMUM METAL INSERT BETWEEN BUTTED ENDS OF COMPRESSION CHORD MEMBERS TO FULLY COVER THE JOINT BEARING AREA, BEND RIGID INSERT OVER THE TOP OR BOTTOM OF THE COMPRESSION MEMBER A MINIMUM OF 1' AND SECURE IN PLACE WITH A KEEPER NAIL, KEEPER NAIL IS TO BE SIZED AND SPACED TO AVOID SPLITTING OF THE LUMBER, -- 1.0" MIN, T — == \ o _tP•- KEEPER NAIL RIGID IN ERTt JOINT LOCATION OPTION #21 APPLY A 20 GAGE MINIMUM METAL INSERT WITH SLOTTED TEETH BETWEEN BUTTED ENDS OF COMPRESSION CHORD MEMBERS TO FULLY COVER THE JOINT BEARING AREA. HAMMER RIGID INSERT SECURELY IN PLACE AND FLUSH WITH BUTTED END, == 0 olowtn1al1uhb06 f, INSERT WITH M w. n JOINT RIGI I INSERT �•'.••�•weeew ��/,A . • XIMUM OF LOCATION :44....r��E S,�G` :;/i . TED (VOID) J •' , EA. women..READ AND FTBIIM N1 NOTES W THIS BRAWDMi ` 0, 08 t 1 ' T L PSF REF RIGID INSERT aINPIRTANTws FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLED'S,. s x Trusses require extreme care in fabricating,handing,shipping,Installing and bracing. Refe Ira w. follow the latest edition of SCSI(Building Component Safety Information,by TPI and SHCA)fo t ty: • ` Is TC DL PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide terporory bracing pe BDSL • Unless noted otherwise,top Nord hall hove property attached structural sheathing and bo chord S A.1. 0 BC DL PSF shall hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint f wrps� j F7 rl I shall have bracing Installed per SCSI sections 53,57 or Big, s applicable. Apply plates to Co p� r •e7 DRWG RIGINSRT1014 I I L[]� f truss vM Itim as shown above and on the Jdnt Details,unless noted otherwise. . p fe BC LL PSF I Refer to drawings 16OA-Z for standard plate poslUans. • NPlne, dvlslon of ITV Building Components Group Inc.shall not be esponslble for y dewlotlo •+... , -1.:..... `�.P TOT. LD. PSF AN RW COMPANY tide Browing,oily foRlsw to bulla the truss h conformance with ANSI/TPI 1,or for handing,s •..e ejjes Installation&bracing of trusses. A seal on this d-owFy or cover page listing this -owing.indcotrs acceptance of professional • s_\`V 13723 Riverport Drive engineering respons6lky solely far the cip shoes The suitability and of this drawing a AA..�� �0�AI- Y' At\ DUR, FAC, Suite 200 for any attire b the rw!spons164tty f line Hlllding Deslprner per NiSI/iPI 1 Sect. 40e„ �t Maryland Heights,MO 63043 For more information see this Job's general notes page and these web dies. ��„tlw SPACING ALPINE.www.olpineltw,conl TPI,www.tpinst.oroi LICA.wwwsbcindustry.orgl ICC.wwwiccsofe.org (`()J tlll)PID20(1 LS