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HomeMy WebLinkAboutTruss Drawings RANEY COMPONENTS cover Sheet aney 19900 Independence Blvd. -Groveland,FL.34736 ,figf7'&�-I omponents,LW phone:(352)429-9429 • Fax:(352)429-7429 _ Printe ,40v 1VgC16 Customer Information: S� Lucr j FDIR ame: Contact., Office or Home Phone: Celli one..,FL Horton Fill In Later Address: City,State,Zip: Fax: Job Information: EORAddress: Description: FOR Name and License Number. 4EBB 1828-Cali"C"LL OL Address: City,State,Zip: Region: Creekside Lot 83 Port St Lucie,FL St Lucie County Loading Information: Roof Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead., I BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg.Code: Wind Std: Wind Speed: Bldg.Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential-CAT II C MWFRC&C&C W/M Pages or sheets covered by this seal from:1 thru 32 Total 32 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 A8 10 A9 11 A10 12 All 13 Al2 14 A13 15 A14G 16 A15 17 A16 18 B1GE 19 C1GE 20 D1 21 D2G 22 V4 23 V8 24 E.17 25 EJ7A 26 BJ5 27 BJ3 28 EJ3A 29 BJ1 30 BAA 31 CJ7 32 CJ3A Digitally signed by Manuel Martinez Manuel DN:c=US,o=ldenTrust ACES Business Representative,ou=M AND E ��,�D�51k i' 3d1 j ASSOCIATES P.A.,cn=Manuel Martinez, �� • 092342 ,9200300.100.1.1=A010980000 ` 001484CF8FE960000211F AJ • •* i n ez/' Date:2016.11.1016:55:25-OScc '00' NO 0411,82. a s + ws STATE 'OF as a 0 - i, , 1ti �� SERIAL$k 7f 00 00 01 00 00 01415 6e 6c d1 ca 9916 t0 36 This item has been etectsanira signed and scaled by Mam:ci Martinez, PE(FL.1k.OM NI-cn the Cat¢zhawn abn4a cling a 5HA+3 au[hentkaticn lade, anedth.¢SFA-3 wthentization oad¢mubevu dlizd m amy clecti,er.Prples.inted s of t tac arcnot vad signedand ad tPUJt Page 1 of 1 RANEY COMPONENTS cover Sheet :Eaney 19900 Independence Blvd. Order# Groveland,FL.34736 JOB#136DCS083 mponents,LLC Phone:(352)429-9429 ' Fax:(352)429-7429 Printed: Tue, Nov 8 2016 Job Information. Address: FOR Name and License Number. Customer Name: Creekside Lot 83 DR Horton 8501 Cobblestone Dr Description: City,State,Zip: 4EBB Cali"C"LL OL Ft Myers,FL Loading Information: RoolLoads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead. TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg.Code: fMnd Std. Wind Speed: Bldg.Useage: Building Type: end Type: FBC 2014 RES ASCE 7-10 160 Residential-CAT II C MWFRC&C&C w/M Pages or sheets covered by this seal from:1 thru 32 Total 32 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 A8 10 A9 11 A10 12 All 13 Al2 14 A13 15 A14G 16 A15 17 A16 18 B1GE 19 C1GE 20 D1 21 D2G 22 V4 23 V8 24 ER 25 ERA 26 BJ5 27 BJ3 28 EJ3A 29 BJ1 30 BJ1A 31 CJ7 32 CJ3A ° Digitally signed by Manuel Martinez ManuelDN-c=US,o=ldenTrust ACES Business Representative,ou=M AND E r"kASSOCIATES P.A.,cn=Manuel t11l1R!#$ tr Let. Martinez, $ „ 0.9.2342.1_9200300.100.1.1=AO109800 rt i n e'� 000014B4CF8FE960000211F �' `,• ✓ +J '= • +�' �fl, Date 2016.11.08 16:09:23-05'00' +® NO 0 162 "e o m e Y� ` s ilk„ - ; STATE OF .7 40 ram® fi , `�-• N,��,� SEPJAL#: W0000 0100 00 01 4b6eScd1 ca99le(036 ibis item#a barnclactraalcatlys"cdAnd sealedby M-1 Mzrtiner, PF.I%L.I.fc.U471921 an Ina Eats shown about Lang a 5HA•1 amtnentUtlan code. Printed ccples of tW doc—rn­1 are opt—aid—d s1ped and taalad and the&-A-3 atithantt_ation cede mist hn verified m arty elect rank k Page 1 of 1 COP" Job Number: 136DCS083 Ply:1 SEQN:539457/T10/COMN 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 11 FROM:AH DRW: Truss Label: Al Wgt:224.0 Ibs / ... 11/06/16 6'4"8 7'10"9 14'4"7 19'10" 25'3"9 31'9"7 33'3" 39'8" 6'4"8 1'6" 6'5"15 5'S"9 5'5"9 6'S"14 1'6., 1'4"8 F=5X6 -,-3X4E G--3X4 12 6 M G (a) --3X6 � H ��3X6D a0 �3X4C (a) (a) 1-3X4 0 (a) (a) 4X6(A2)B J=4X6(A2) T5 A K R Q P O N M L 1112X4 =4X6 =3X4 =3X8 =3X4 =4X6 1112X4 6'2"12 5'9"4 2 0"15F 5'9"1 59"1 +2'0„15 59 "12 �1 6'2"12 12' 14'0"1 19'10" 25'71 27'8 33'S"4 39'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA' Ce:NA VERT(LL): 0.187 O 999 240 B 1654 /308 /961 /- 1445 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.406 O 999 180 J 1654 /308 /961 /- /- /8.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):'0.078 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.171 L - - B Min 8rg Width Reg= 2.0 Mean Height:15.00 ft NCBCLL: 10.00 Code!Misc Criteria Creep Factor:1.5 J Min Br g Width Reg= 2.0 TCDL:4.2 psf Bearings B&J are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.666 g Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.600 Bearings B&J require a seat plate. MWFRS Parallel Dist:h to 2h Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.613 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) - Mfg Specified Camber: GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 A-B 27 0 F-G 1114 -1906 Lumber B-C 1492-3056 G-H 1255 -2428 Value Set:136(Effective 6/1/2013) C-D 1227-2466 H-I 1228 -2467D-E 1254 -2427 I-J 1493 -3057 Top chord 2x4 SP#1 E-F 1114-1906 J-K - 27 0 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"l313"uses design values Chords Tens.Comp. Chords Tens. Comp.= approved 1/30/2013 by ALSC B-R 2673 -1193 O-N 2105 -826 Bracing R-Q 2670 -1193 N-M 2671 -1195 (a)Continuous lateral restraint equally spaced on Q-P 2670-1193 M-L 2671 -119% member.Or 1x4"T"reinforcement.80%length of P-O 2104 -801 L-J 2674 -1194 web member.Same species&SRB grade or better, , attached with 8d Box or Gun(0.113"x2.5",min.)nails fFE # @ 8"oc. 0$t,SL A&` - ,� Webs Maximum Tens.Comp. Webs Per Ply(fb Tens. Cornp. q�X,5 .0 Loadingsr' E} �C+°'r �r+d. R-C 276 -5 O-G 494 -777 Truss passed check for 20 psf additional bottom '1 �g chord P e load in areas with 42"-hi h x 24"-wide ;` C-P 418 -596 G-N 464 164 clearance. g : NO 047182 � P-E 464 -164 N-I 418 -597 ; + E-O 494 -776 1-L 276 -6 Wind F-O 1385 -751 d "� • am Member design based on both MWFRS and C&C. `• r .µ .. STATE OF 41j Z tf 4 � •;64,�* �$ SERIAL#: 7(00 00 0100 QO 014b 6e�So 41 ca 991c(0 36 This Item has fine..i aronlci1ly sgnec'and seal.e by Mamtl Martino;, "[9L.W.9471e21 cn th&esk shown about-inq a sH.A..2 aVth4r,6 tlnn Cock_ —WARNING— READ AND FOLLO."n4tiklallkkTES&kLkTf#d6S=RRAWJFGLg edandu led "IMPORTANT" FURNISH THIS DRAWING TOAWleCONLRAf,30f2S"itw.D►MGGeT-td&4NSt-ff%l LERS Trusses require extreme care in fabricating handlin shipping;pInstalling and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per Si.BC 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 Joinf Details, unless noted otherwise. defer to 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 truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e, listing this drawing indicates acceptance of pro esstonaQ engineering responsibility solely for the design shown. The sunabtlrty and use of this gnawing 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.al ineitw.com'TPI:www.t insLor :SBCA:www.sbcindust .coin'ICC:www.iccsafe.or Job Aumber: 136DCS083 Ply:1 SEQN:539458/T13/COMN 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 1 FROM:AH DRW: Truss Label: A1A Wgt:260.4 Ibs / .._ 11/08/16 6'4"8 1 0" 14'4"7 19'10" 22'6"4 26'8" 31'95 33'3" 39'8" 6'4"8 1'6" 6'5"15 5'5"9 2'8"4 4'1"12 5'1"5 1'6" 6'4"7 F=6X12 G 1112X4 o3X4E 12 H�4X4 6 (a) M (a) �4X6 �3X6 D 1 `D ,3X4 0 (a) J 3X4 (a) =H071 T P=10X10 N (a) N -4X6(A2)B K-4X6(A2) L a°3 A L U T S R Q 0 M 1112X4 =4X6 =3X4 =6XS 1112X4 192X4 =4X10 1. 62"12 r 5'9"4 20" 5 5'9" 2'10"" 4, 66"1 6'5"15 1' 6'2"12 12' 140"1 1 19'101" 22'8 + 26'8" 33'2"1 f 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.244 G 999 240 B 1561 /307 1960 /- /445 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.563 G 839 180 K 1561 /307 /959 /- /- /8.0 . BCDL: 10.00 Risk Category:II _ Snow Duration:NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:Cght:15.00 ft HORZ(TL): 0.296 M - - B Min Brg Width Req= 1.8 Mean Height:NCBCLL: 10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 1.8 Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.613 Bearings B&K are a rigid surface. BCDL:5.0 psf Bearings B&K require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.599 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.974 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.001'.0504.20 A-B 27 0 G-H 1424 -2569 Lumber B-C 1489-2859 H-I 1743 -3379 Value Set:13B(Effective 6/1/2013) C-D 1225-2257 I-J 1722 -3419 D-E 1252-2218 J-K 1477 -2841 Top chord 2x4 SP#1 E-F 1112-1740 K-L _ 27 0 Bot chord 2x4 SP#1 F-G 1509-2514 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing B-U 2497-1190 R-Q 20 =9 (a)Continuous lateral restraint equally spaced on U-T 2494 -1190 P-N 2985 -1303 member.Or 1x4"T"reinforcement.80%length of T-S 2494 -1190 0'M 36 -15 web member.Same species&SRB grade or better, S-R 1920 -800 M-K 2477 -1179 attached with 8d Box or Gun(0.11 3"x2.5",min.)nails 4 �g��6i9t#IRp��� l .?.t Maximum Web Forces Per Ply(Ibs) Wind i��4 '*•+ •� "` Webs Tens.Comp. Webs Tens. Comp. Member design based on both MWFRS and C&C. #. �, U-C 276 -5 P-G 195 -122 r NO 04 $2 C-S 416 -608 P-H 601 -1075 o S-E 463 -160 H-N 807 -356 E-R 494 -720 N-0 114 -4 r • " F-R 42 -515 N-M 2557 -1218 ""� • :° F-P 2273-1098 N-J 527 -162 Tf AT�_: OF R-P 1879 -657 M-J 390 -685 P-Q 27 0 C �N SERIAL 9: 700 QO Ot 00 00 01,4b Be Sc d 1 ca 991a f0 36 Thi:itemhas betn tkaranJc Pf 4..d and ataldd by m.—I Mutina4 2F.fiL.Lic.d471871 CPS f e daft shown 2bava uting a 5HA"1 authcrtka€Ice ca=� —WARNING— READ ANDFOLLOI�fnihllcalll4kTGaScQNnTkd64cF�a9WING4gncdanessatad —IMPORTANT** FURNISH THIS DRAWING TGAtb6WN.IRA&-EGRS4 GijWDINGdT-HE-INSi AL--LERS Trusses require extreme care in fabricatin handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andd SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherw'ise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly 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 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/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this rlrawmg or cover page,, listing this drawing,Indicates acceptance of pro esstona[i engineering responsibility solely for the design shown. The sui9abtlity and use of this r]�awing 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.al ineitw.com;TPI:www.t inst.or:SBCA:www.sbdndus .com;ICC:www.iccsafe.or Job Number: 136DCS083 Ply:1 SEQN:539459/T9/HIPS 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 1 FROM:AH DRW: Truss Label: A2 Wgt:243.6 Ibs .. / ... 11/08/16 6'4"8 7'10"9 14'4"9 19' 20'8" 25'3"2 31'9"7 33'213 39'8" 6'4"8 1'6" 6'6" 4'7"7 1'8" 47"2 6'6"5 1'S" 6'5"3 5X8=5X6 F G �3X4E m H 3X4 12 6 �3X6 D (a) I X6 a P ,3X4 ° J 3 X 4 (a) (a) 4X6(A2)B K-4X6(A2) Ta A L T S R Q P O N M 1112X4 =4X6 =3X4 =3X4=3X4 =3X4 =4X6 1112X4 6'2"12 5'9"4 2'1"1 4'10"15 1'8" 4'10"10 2'16 5'8"9 6'3"7 1'� 6'212 12' 14'1"1 19' 20.8' 25'6"10 27'8" 33'4"9 39'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.158 R 999 240 B 1561 /309 /964 /- /428 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.366 R 999 180 K 1561 /309 /964 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.069 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.159 M - - B Min Brg Width Req= 1.8 ft Mean Height:15.00 K Min Brg Width Re NCBCLL: 10.00 Cade/Misc Criteria Creep Factor:1.5 q= 1.8 TCDL:4. psf Bearings B&K are a rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.622 9 surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.591 Bearings B&K require a seat plate. Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.733 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.0017.0504.20 A-B 27 0 G-H 1178 -1795 Lumber B-C 1521 -2860 H-1 1281 -2215 Value Set:13B(Effective 6/1/2013) C-D 1254 -2256 I-J 1254 -2253 D-E 1281 -2217 J-K 1519 -2857 Top chord 2x4 SP#1 E-F 1178-1795 K-L 27 0 Bat chord 2x4 SP#1 F-G 1083 -1533 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs)' Chords Tens.Comp. Chords Tens. Comp. Bracing B-T 2499-1218 P-O 1915 -858 (a)Continuous lateral restraint equally spaced on T-S 2496 -1218 O-N 2492 -1226, member.Or 1x4"T"reinforcement.80%length of S-R 2496 -1218 N-M 2492 -1226- web member.Same species&SRB grade or better, R-Q 1918 -830 M-K 2495 -1226 attached with 8d Box or Gun(0.113"x2.5",min.)nails �� $�tq pltl $k jf � Q_P 1533 -586 6° MA&fi4r •�iRiR�b• ,gam Wind b��, ,.•1 ( `. 'bf,p�'�it Maximum Web Forces Per Ply(Ibs) Member design based on both MWFRS and C&C. , w •••d Webs Tens.Comp. Webs Tens. Comp. No 04718 : T-C 277 -10 G-P 641 -416 o C-R 420 -618 P-H 501 -744 R-E 459 -163 H-O 459 -164 s' E-Q 501 -745 0-1 420 -618 F-Q 641 -415 J-M 278 -7 STATE OF .'fit 4. OR SERIAL#: 7f 00 00 0100 00 01 4b 6e Sc di ca 99 tc fO 30 This Item has teenate<t_i'l j siynec and waledby M.—I b7artmey PE rL.Ue.P477a21 en Me,dat,%Fzwn abave ding a 5HA•1 authentka:lan Code.. —WARNING" READ AND FOLLO)kkA U<iUQTIrSdQkI,Tddls RIt�AW-INGkpedand is kd `*IMPORTANT" FURNISH THIS DRAWING TaAkAcCGNaZRAG:fiiDRSdNGItWZINGndEhll-a,NSi ALLERS Trusses require extreme care in fabricating,handling shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq 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. 4efer to 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 ANSIITPI 1,or for handling shippin ,installation and bracing of trusses.A seal on this drawing or cover pa e, listingthis drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suigability and se of this Qrawing 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.al ineitw.com:TPI:www.l inst.or:SBCA:wvwv.sbdndus .com'ICC:w,%w.iccsafe.or Job Number: 136DC3083 Ply:1 SEQN:539460/T1!COMN 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 1 FROM:AH DRW: Truss Label: A3 Wgt:238.0lbs / ... 11/08/16 6'4"8 7'109 14'2"13 18'0"1 21'7"15 25'5"3 31'9"7 33'3" 39'8" 6'4"8 1'6" 6'4"4 3'9"4 3'7"14 3'9"4 6'4"3 1'6" 6'4"8 SX6 F_ G ~ 1112X4E H 1112X4 12 6 m �3X6D (a) (a) �3X6 03X4C JZ3X4 a� (a) (a) 4X6(A2)B K=4X6(A2) � A L S R Q P O N M 1112X4 =H0308=4X10 =4X10 _4X10 =4X6 1112X4 �1 6'2"12 i' S9"4 22"1 5'7 3 r 5'7"3 2'2"13 5'9"4 6'2'12 �1� 6'212 12' 14'2"1325'5"3 1 27'8" 33'5"4 39'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.159 H 999 240 B 1561 /312 /965 /- 1408 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.367 H 999 180 K 1561 /312 /965 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.154 M - - B Min Brg Width Req= 1.8 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 1.8 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.603 Bearings B&K are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.610 Bearings B&K require a seat plate. Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.945 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.o0F.0504.20 A-B 27 0 G-H 1488 -2221 Lumber B-C 1552-2860 H-1 1312 -2211 Value Set:13B(Effective 6/1/2013) C-D 1286 -2250_ -, I-J 1286 -2250 D-E 1312 -2211 J-K 1552 -2860 Top chord 2x4 SP#1 E-F 1488-2221 K-L 27 0 Bot chord 2x4 SP#1 F-G 1143-1613 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 byALSC Chords Tens.Comp. Chords Tens. Comp. Bracing - B-S 2499 -1246 P-O 1604 -678 (a)Continuous lateral restraint equally spaced on S-R 2496 -1246 O-N 2496 -1269 member.Or lx4"T"reinforcement.80%length of R-'Q 2496 -1246 N-M 2496 -1269 web member.Same species&SRB grade or better, Q-P 1604 -658 M-K 2499 -1269 attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6' oc. d 0. Maximum Web Forces Per Ply(Ibs) Wind ��a� arRl� S°• 4* Webs Tens.Comp. Webs Tens. Comp. ._ sr Member design based on both MWFRS and C&C. S-C 281 5 P-G 279 210 r No 047182 R C-Q 417 -615 G-O 826 -571 ° o E-Q 375 -379 O-H 375 -379 Q-F 826 -571 0-1 418 -615 d " a„ F-P 280 -211 J-M 281 -5 �0 „ . ... ION - x�� N ti SERIAL 9: 7f 00 00 0100 00014156eScdlca99 161036 'rfils Item fins fizzn akarnnlcaity s{yned and waled ty Manuel rlartinzz, -'E(FL.t.rc.04TIS21"ttie"k,Fnwn abnuc us:ng'a SHA•1 aut}crtkatien cr de ' "WARNING" READ ANDFOLLO?lMnt4f1cci1L6kTEraScQNnTkdRltZddl/dNGbencdarduaicd —IMPORTANT" FURNISH THIS DRAWING Tadkb6CGbMRA-&,E(DRSR4 ultUlLU4Gd--Hfn�NSFdLLERS Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(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 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. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Neferto ' 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 trusses.A seal on this drawing or cover page,. listing this drawing,indicates acceptance of pro)essionag engineering responsibility solely for the design shown. The suigabllity and use of this r7�awing for any structure is the responsibility ofthe Building Designer per ANSI/TPI 1 Sec.2. For more information see this fob's general notes page and these web sites:ALPINE:www.al ineitw.com•TPI: www,t inst.or:SBCA:www.sbcindust .com'ICC:www.iccsafe.or Job Number: 136DCS083 Ply:1 SEQN:539461!T8/HIPS 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL City: 1 FROM:AH DRW: Truss Label: A4 Wgt:240.8 Ibs / ... 11/08/16 6'4"7 7'10"9 14712 17' 22'8" 25'S"4 31'9"7 33'3"9 39'8" 6'4"7 1'6" 6'4"3 2'9"4 5'8" 29"4 6'4"3 1'6" 6'4"7 o5X6 =5X6 F G 1112X4E H 1112X4 12 M 6 z�!3X6 o �3X6 D I M 20 3X4C Jzz�3X4 F' 4X6(A2)B K-4X6(A2) � q L S R 0 P 0 N M 1112X4 =H0308=4X10 =3X4 =4X10 =4X6 1112X4 6'21 1 5'9"5 22"12 5'7"4 5'74 2'2"12 5'9"5 6'2"11 1 6'2"11 12' 14'2"1 19'10" 25'5"4 27'8" 33'5"5 39'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.157 H 999 240 B 1561 /318 /965 /- /387 /8.0 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.362 H 999 180 K 1561 /318 /965 /- /- /8.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS EXP:C HORZ TL 0.156 M - - B Min Brg Width Req= 1.8 Des Ld: 37.00 ( )� Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 K Min Brg Width Req= 1.8 NCBCLL: 2.00 TCDL:4.2 psf Bearings B&K are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.609 Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.613 Bearings B&K require a seat plate. MWFRS Parallel Dist:h to 2h Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.836 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chards Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00F.0504.20 A-B 27 0 G-H 1500 -2208 Lumber B-C 1566-2861 H-I 1329 -2211 Value Set:13B(Effective 6/1/2013) D-E 1 329 -221 11 J-K 1567 8611 Top chard 2x4 SP#1 E-F 1500 -2208 K-L 27 0 Bat chord 2x4 SP#1 F-G 1188 -1699 Webs 2x4 SP#3 Lumber value set"13B"uses.design values Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing B-S 2500 -1261 P-0 1684' -747 (a)Continuous lateral restraint equally spaced on S-R 2496 -1261 O-N 2496 -1290, member.Or 1x4"T"reinforcement.80%length of R-Q 2496 -1261 N-M 2496-.-1290 web member"Same species&SRB grade or better, Q-P 1684 -724 M-K 2500 -1290 attached with 8d Box or Gun(0.113"x2.5",min.)nails � � kLBffi�$�dj� 6 @ 6"oc. �* 1+ Maximum Web Forces Per Ply(Ibs) Wind` L:� 5" 6 Webs Tens.Comp. Webs Tens. Comp. Member design based on both MWFRS and C&C. . ` « .• '�. � S-C 280 -5 P-G 263 -192 ' e C-Q 418 -616 G-0 770 -544 s E-Q 363 -348 0-H 363 -348 Q-F 770 -544 0-1 419 -616 g° + F-P 263 -192 J-M 280 -5 s STATE OF SERIAL.9 ?f00 00 0100 00014b 6e 51;dt ca 99.16 ilil:Item fias bean zlactmnlastty sE;ned and ccalad by M.—f Marthat, PE.Ire•LFc.d471 S21 an tyre Csta shown aboue Fsinga 5HA-1 aUttiaTt7C�dCFi GddC_ —WARNING— READ AND FOLLO*k&L afAaTESsk2IkTkdl%&1JtAVAN£6pedandir tod —IMPORTANT`* FURNISH THIS DRAWING TGd 66C,{3NZ:RA-S-,E 1FZSdid ItUDINGdT dEG NEi ALLERS Trusses require extreme care in fabricating,handlin shipping;pInstalling 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 propperly 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 Oates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to 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 trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pra)essional engineering responsibility solely for the design shown. The.sui ability and use of this gnawing 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.al ineitw.com•TPI:www.t instor'SSCA:www.sbcindus .com'ICC:www.iccsafe.or Job Nbmber: 136DCS083 Ply:1 SEQN:539462/T15/COMN 4EBB Cali"C"LL OL/DR Horton MEBB Cali"C"LL OL Qty: 1 FROM:-AH DRW: Truss Label: A5 Wgt:232.4lb, / ... 11/08/16 8 7'10"9 14'2"12 16'0" 23'7"15 25'S."}p. 31'97, 33'3'"y8. 39'8" 6'4"8 1'6" 6.4"3 1 9 5 7'7"14 +1'9"5' 6'4"3 +1'6"1 6'4"8 i�55X6 zE5X6 F G 1112X4E H 1112X4 ' 12 6 Z�a3X6 �- 03X6 D l m g3X40 J 3X4 n (a) (a) m =4X6(A2)B K-4X6(A2) 3� A L S R Q P 0 N M t 1112X4 =4X6 =3X8 =3X4 =3X8 =4X6 1112X4 6'2"12 VW4 2'2"12 17" 5'7"4 2'2'12 5'9"4 6'212 1 6'212 12' 14'2"1 19'10" 25'5"4 276" 33'5"4 39'8" Loading Criteria(psi) Wind Criteria-- Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W, TCDL:, 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.156 H 999 240 B 1561 /713 /964 /- /367 /8.0 SCLL: 0.00 Enclosure:Closed Lu:NA' Cs:NA VERT(TL): 0.359 E 999 180 'K 1561 /713 /964 /- /- !8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.158 M - B Min Brg Width Req= 1.8 K Min Br Width_ NCBCLL: 10.00 � Code/Misc Criteria Creep Factor:1.5 g Req= 1.8 TCDL:4.2 psf Bearin s B•&K are a rigid Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.604 9 gid surface.. 5.0 psf.. Bearings B&K require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.614 Spacing:24.0" C&C Dist a:3.97 ft - Rep Factors Used:Yes Max Web CSI:'0.652. Loc.from endwall:not,in 9.00 It FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 A B 27 0 G-H 1503 -2185 Lumber B-C 1576-2860 H-I 1345 -2211 C-D 1319--2251, I.--J. .1319 -2251 Value-Set:13B(Effective 6/1/2013) D-E 1345-2211 J-K ' 1577 -2860 Top chord 2x4 SP#1 E-F 1504 -2185 -K-L' 27 0 Bot chord 2x4 SP#1 _ F-G 1235 -1794 Webs 2x4 SP#3 Lumber value set"138"uses design values_ Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30l2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing- -- B-S 2499-1278 P-0 1773 --819 (a)Continuous lateral restraint equally spaced on S-R 2495-1278 O-N 2495 -.1307 member.Or 1x4-'7 reinforcement.80%length of R^Q 2495-1278 N-M' 2495 =1307 web member.Same species&SRB grade or better, Q-P 1773 -792 M-K 2499 -1307 attached with 8d Box or Gun(0.113"x2.5",min.)nails b � g111f 1! #r�� Maximum Web Forces Per Ply(Ibs) Wind = t`s� ,+ % 1. h'f`ete Webs Tens.Comp. Webs Tens. Comp. Member design based on both MWFRS and C&C- `* `� g '� S'-C -280• -5 'P-G ` 254 -180 tild 047162 C_Q 416 -614 G-0 695 -512 E-Q 343 -294 O-H 343 294 Q-F 695 -512 O-J 417 -614 F-P 254 -180 J-M 280 -r 5 JA STATE 0 ION TI1l ,4,it0, SERIAL M. 1`00 00 0100 00 01 4b 6e 5c d1 ca 99'1a fO 36 - - ihls item hoc heenekarnnitalA/s"y+,ncd mnd waled 6y Man�sl uartine{, PF.t>':..Uc.p�l7162)en the daM shown abnre w-ng a SHn•3 . autT,cntiraticn code. - -WARNING— READ AND FOLL.O"AIlcef114bTES&2NnT,WL%alFdd MING4tgmed and a.lad —IMPORTANT**. FURNISH THIS DRAWING TCkAk4zW AG:3GaRS&4GLtldLl4NGdThlE&�NSi AkLERS Trusses require extreme care in fabricating,handlin ship pingpinstalling and bracing..Refer to and follow.the latest edition of BCSI(Building Component Safety Information,by TP-I and SBCA)fo'r 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 810,- as applicable. Apply plates to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise.- '}Refer to - 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 1,or for handling shippin ,installation and bracing of trusses.A seal on this drawing or cover page'this drawing Indicates acceptance of professiona 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.. For more infomta6on see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or•SBCA:,wmmsbcindus .corn•ICC:w Jccsafe.cr ' Job Number: 136DCS083 Ply:1 SEQN:539463/T7/HIPS 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 1 FROM:AH DRW: Truss Label: A6 Wgt:243.6 Ibs / ... 11/06/16 8 1 0"9 142"12 1 19'10" 24'8" 5' "15 2'9"8 33'2"13 39'8" 6'4"8 1'6" 6'4"3 9" 4'10" 4'10" " 5 6'4"9 1'5" 6'5"3 =3X4 =5X6 F=5 6 G H 1112X4E 1 1112X4 12 6 �-13X6 3X6 D J 3X 3X4 n M m (a) (a) =4X6(A2)B L=4X6(A2) � A M T S R Q P O N 1112X4 =4X6 =3X10 =3X8 =3X10 =4X6 1112X4 �1'} 6'2"12 + 5'9"4 27-1 21 5 7 4 + 5 6"15 + 2,3"1 I 5'B"9 + 63"7 �1'� 6'2"12 12' 147'1 19'10" 25'4"15 27'8" 33'4"9 39'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std:-ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.160 G 999 240 B 1561 1328 /962 1- /346 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(fL): 0.370 G 999 180 L 1561 /328 /962 /- /- /8.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.069 N - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:Cght:15.00 ft HORZ(TL): 0.159 N - - B Min Brg Width Req= 1.8 Mean Height:NCBCLL: 10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:1.5 L Min Brg Width Req= 1.8 Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.590 Bearings B&L are a rigid surface. BCDL:5.0 psf Bearings B&L require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.616 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.746 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 A-B 27 0 G-H 1332 -1953 Lumber B-C 1595-2859 H-1 -1594 -2243 Value Bet:136(Effective 6/1/2013) C-D 1335 -2252 I-J 1360 -2211 D-E 1361 -2213- -J-K 1334 -2249 Top chord 2x4 SP#1 E-F 1594-2246 K-L 1593 -2856 Bot chord 2x4 SP#1 F-G 1332-1953 L-M 27 0 Webs 2x4 SP#3 Lumber value set"1313"uses design values Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing B-T 2497 -1296 Q-P 1841 -870 (a)Continuous lateral restraint equally spaced on T-S 2494-1296 'P-O 2491 .-1323;_, member.Or 1x4"T"reinforcement.80%length of S-R 2494 -1296 O-N 2491 -1323 web member.Same species&SRB grade or better, R-Q 1841 -840 N-L 2494 -1323 attached with 8d Box or Gun(0.113"x2.5",min.)nails � � �� >�t��� 6"oc. ,��� ti; 1 �'�► Maximum Web Forces Per Ply(Ibs) Winda► E '+;` ,p Webs Tens.Comp. Webs Tens. Comp. • ' I 'Member design based on both MWFRS and C&C. * 'rr ��' T-C 280 -5 Q-H 261 -174 ' No 047182, C-R 412 -611 H-P 816 -686 E-R 526 -429 P-1 527 -426 R-F 817 -684 P-K 412 -611 s F-Q 261 -174 K-N 281 -5 STATE. OF -7 s � N V SERIAL 7f0001601100,0001,4b6e'kdtca99:c1036 This item has been elearaninOr st,ned and scaledby Menu 1marmar, 2E tF-L.Lk.pa7182t cn the eats Shawn above s:Ing a SHA:3 auticrtkatiensade_ "WARNING— READ AND FOLLOkh4�L}csAL4kFGScQN„Fk6Fc6�WdF/G�redanesealcd "IMPORTANT" FURNISH THIS DRAWING TOidtlltticWNZRAi i:,EQRSdNGlLldDWGdEHrara NSiKLLERS Trusses require extreme care in fabricating,handlin shippingyitrstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r 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 e10, as applicabge. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {Refer to drawings 160A-Z far 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 truss in conformance with ANSI/TPI 1,or for handling shipping installation and bracing of trusses.A seal on this drawing or cover page, 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. For more information see this-ob's cieneral notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or•'SBCA:www.sbcindus .com;[CC:www.iccsafe.or Job Nlimber: 136DCS083 Ply:1 SEQN:539464/T25/COMN 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 1 FROM:AH DRW: Truss Label: A7 Wgt:218.4 Ibs .. / ... 11/08/16 6'4"7 7'10"9 14'0"1 19'10" 25'7"15 31'9"7 33'3"9 39'8" 647 1'6" 6'1"8 5'9"15 5'9"15 6'1"8 1'6" 6'4"7 III2X4 =5X8 E 5X8 F G 12 6 F,-,- -3X6 M g3X6 D H ;r �3X40 1--3X4 r` (a) (a) 4X6(A2)B J-4X6(A2) A K R Q P 0 N M L 1112X4 =4X6 =3X4 =3X8 =3X4 =3X6 1112X4 11 5'9"5 2'0"1 59"15 5'9"1 5 2'0"1 5'9"5 6'2"11 11� 6'2"11 12' 14.0" 19'10" 25'7"15 27'8" 33'5"5 39'8" Loading Criteria(psf) Wind Criteria " Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std:-•ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.164 F 999 240 B 1561 /715 /958 /- /326 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.379 F 999 180 j 1561 1715 /958 /- /- /8.0 BCDL: 10.00 Risk Category:.11 Snow Duration:NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.160 L - - B Min Brg Width Req= 1.8 NCBCLL: 10.00 TCDL:4.2 psf. Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.8 id surface. rigid B&J are a Soffit: 2.00 BCDL:5.0 psf Bldg Code:-FBC 2014 RES Max TC CSI: 0.592 Bearingsg Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.603 Bearings B&J require a seat plate. MWFRS Parallel Dist:h/2 to h Spacing:24.0" C&C Dist a:3.97 ft . ' Rep Factors Used:Yes Max Web CSI: 0.354 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. - Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 A-B 27 0 F-G 1404 -2093 Lumber B-C 1617 -2856 G-H 1376 -2223 Value Set:136(Effective 6/1/2013) C-D 1350-2262 H-1 D-E 1376-2223 1-J' 1 1350 -2262 616 -2856 Top chord 2x4 SP#1 E-F 1404 -2093 J'-K. 27 0 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) + Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-R 2494 -1317 O-N 1937 -952 Bracing: R-Q 2491 -1317 N-M 2491 -1346 (a)Continuous lateral restraint equally spaced on Q-P 2491 -1317 M-L 2491 -1346 member.Or 1 x4"T"reinforcement.80%length of 'P-0' 1937 -922 L=J 2494 -1346 web member.Same species&SRB grade or better, �i93!) 8Y! atttta6choed with 8d Box or Gun(0.113"x2.5",min.)nails c. 1�� ���. �l5.lf�+ Maximum Web Forces Per Ply(Ibs) { i{��J Webs Tens.Comp. Webs Tens. Comp. Wind �SY xt} Y„ a� • • d� R-C 273 , •-5 O-G 286 -177 Member design based on both MWFRS and C&C. `� ,* *. �� C-P 427 -600 G-N 464 -172 o 041162 •• E-P 464 -172 N-1 427 -600 E--0 286 -177 1-L 273 -'A F-0 221 -283 ryrA.T O F AW ✓Ft,� X SERIAL t:' V00 00 0100 0001 4b So Sidi ca991cf638 This item has Y¢m ckctranlcitij s(ynee sad waledt:y m,s­IIAartin¢4 K.(FL.L..0471821..ttia talc:Fawn about�xinga SMA•E acithentkatl¢r cae¢. -WARNING** READ AND FOLLOWnALIco{114kTGScQ[VnFhd6FcR$a9N?/JI16n4gnc�anezcskc "IMPORTANT** FURNISH THIS DRAWING TGAkflcWNIRkl&TGJRSdN4ubWDINGeTid&-,Nsi ALLERS Trusses require extreme care in fabricating,handlin shippingplastalling 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. Apply plates to each face of truss and position as shown above and on the Joinf Details; unless noted otherwise. keferto drawings 16OA-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/rPI 1,or for handling shipping,installation and bracing of trusses.A seal on this growing or cover pa e listing this drawing indicates acceptance of pro engineering responsibility solely for the'design shown. The suifablllty 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 ger eral notes page and these web sites:ALPINE:wwmal ineitw.com:TPI:www.t inst.or•SBCA:www.sbcindust .com•ICC:ww✓r.iccsafe.or Job Number: 136DCS083 Ply:1 SEQN:539465/T6/HIPS 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 1 FROM:AH DRW: Truss Label: A8 Wgt:212.8 Ibs .. / ... 11/08/16 6'4"9 13' 19'10" 26'8" 33'3"7 39'8" 6'4"9 fi'7"7 6'10" 6'10" 6'77 6'49 =5XB =3X4 D E =5X8F 12 T 6 p `o -_-3X4C G 3X4 jp th 1 4X6(A2)B4 H=4X6(A2) 1 P O N M L K J III2X4 =3X6=3X4 =3X8 =3X4=3X6 1112X4 "13 5'9"3 1' 6'10" 6'1D" 1' 5'9"3 6'2"13 12. 13 19'10" 26'8" 27' " 33'5"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.172 E 999 240 B 1561 /716 /953 /- 1305 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.396 E 999 180 H 1561 /716 /953 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.158 J - - B Min Brg Width Req= 1.8 Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.8 TCDL: . psf Bearings B&H-are a rigid surface. Soffit: 2.00 BCDL:5.0 earn psf Bldg Code: FBC 2014 RES Max TC CSI: 0.446 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.558 Bearings B&H require a seat plate. Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.564 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.69 WAVE VIEW Ver:16.01.00F.0504.20 A-B 27 0 E-F 1502 -2274 Lumber B-C 1623-2836 F-G 1425 -2325 Value.Set:13B(Effective 6/1/2013) C-D 1425-2325 G-H 1623 -2836 D-E 1502-2274 H-1 27 0 Top chord 2x4 SP#1 Bot chord 2x4 3 #1 Maximum Bot Chord Forces Per PI Ibs ' Webs 2x4'SP# Y( ) Lumber value set"l36"uses design values Chords Tens.Comp. Chords Tens. Comp._ approved 1/30/2013 by ALSC B-P 2472 -1319 M-L 2006 -1008 P-0 2469-1319 L-K 2469 -1348 Wind O-N 2469-1319 K-J 2469'-1348 Member design based on both MWFRS and C&C. N-M 2006 -978- J-H 2472 -1348. 1�Tttlt$#OElj. Maximum Web Forces Per Ply(Ibs) 1��� ` Al�� Webs Tens.Comp. Webs Tens. Comp. , *.�• }�®w ,fJtl �.o P-C 244 -4 M-F 370 -243 ,�'Is ,,� � i " ,•,eL� s+ C-N 377 -513 F-L 444 -170 ." D-N 444 -171 L-G 377 -513 No. 0 162 : D-M 370 -243 G-J 244 -6 E-M 300 -381 s an STATE Of 40 % SERIAL 9: 700 00'0100,00 0146 6,a Sc d1 ca 99,10036 Thls Item has been cketrant Wty signed and s¢aied by Manuel k:artinaa, 2E(FL.L(c.047122)an the data shawn abavn wing a SHh•i authantkaElcn Cade **WARNING— READ ANDFOLLO,>�dihf#c�l4kTGa$cQNn��t16�l WlNfnlfgncdanduaMd **IMPORTANT** FURNISH THIS DRAWING TCrAdtll WNZRA&.EQ 7&i LUIIIING+dTHFDFD NSi AkLERS Trusses require extreme care in fabricating handlin shipping;pinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly 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 Joinf Details, unless noted otherwise. FZefer to 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 PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e_ listing this drawl ngg indicates acceptance of professionag engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility 1. the 9uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes paoe and these web sites:ALPINE:www.al ineitw.com;TPI:wvw.t inst.or;SBCA:www.sbcindus .com•.IM www.icesafe.or Job Number: 136DCS083 Ply:1 SEQN:539466/T23/COMN 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OIL Qty: 1 FROM:AH• DRW: Truss Label: A9 Wgt:207.2 Ibs / .. 11/08/16 t 6'4"9 6 2 19,101, F 5 + 337 '8" 7'9"15 "9'D 7 4'4"9 r 57"8 =5X8 1112X4 D E =5X8F 12 6 M �3X4C Ca�3X4 m Nr io 1 4X6((A2)B �H-4X(3(A2)T1 N M L K J U12X4 =5X6 -3X8 =5X6 1112X4 6'2"13 5'9"3 7'10" 7'10" 5'9"3 6'2'1.3" 6'2"13 12. 19'10" 27'8" 33'5"3 398 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: _20:00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.183 E 999 240 B 1560 /717 /947 /- /285 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.422 E 999 180 H 1560 1717 /947 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.068 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.157 J - - B Min Brg Width Req= 1.8 ft Mean Height:15.00 NCBCLL: 10.00- Code/Misc Criteria Creep Factor:1.5 H Min Br g Width Req= 1.8 TCDL:4. psf Bearings B&H are a rigid surface. MWFRS Parallel Dist:h/2 to h Soffit: 2.00 BCDL:5.0 psf- Bldg Code: FBC 2014 RES Max TC CSI: 0.617 g g Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.629 Bearings B&H require a seat plate. Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.580 _ Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maicimum Top-Chord Forces Per Ply(Ibs)• GCpi:0.18 Plate Type(s): I Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 A-B 27 ' 0 E-F 1616 -2483 Lumber B-C 1631 -2819 F-G 1475. -2391 Value Set:13B(Effective 6/1/2013) C-D 1476-2391 G.--H 1631 -2819 D-E 1616-2483 H-1 27 :0 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3- Maximum Bot Chord Forces Per Ply.(Ibs)•;'-; Lumber value set"l3B"uses design values Chords Tens.Comp. _ Chords Tens. Comp. approved 1/30/2013 by ALSC B-N 2454-1322 L-K 2079 -1066 N-M 2452-1323 K-J 2452 -1352 Wind-. - M-L 2079-1036 J-H 2454•'-1352 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. M t5 .+ N-C 212 6 L-F 509 321 C-M 328 -427 F-K 431 -168 +*tad D-L 509 -321 K-G 328 427 M-D 431 -168 G-J 212 -8 �9)'Q. 0i 82, o E-L 364 -462 ; x � o la STATE OF .71W _ r .# 10'°��'���:'•� S SERIAL z: 7(00 00 0100.00 0146 8e Sc d 1 ca 991c(0 36 This Item has been ele¢rnnlcatip signed snd sealed hY Monuel Martinac, _ FF..t�L.Lza.e4-71921 en the data zhawrt abaue using a SHA•T aukhm[i:aticn cadc_ . —WARNING** READ AND FOLL01Iknt9.k1ai QTESdQI kTksIMQjf?"R'1ialrfned and sulcd —IMPORTANT** FURNISH THIS DRAWING TGd L&CO ONIRAG!TGJf7S"LtWDINGdThlEWMtT+AkLERS Trusses require extreme care in fabricating handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)for sa pety 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 Joinf Details, unless noted otherwise. )Refer to 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 trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of prof engineering responsibility solely for the design shown. The sun abtlrty and use of this gnawing for any structure is the responsibility of the building Designer per-ANSI/TPI 1 Sec.2. For more information see this job's qeneral notes paqe and these web sites:ALPINE:www.al ineitw.com•TPI:www.t inst.or:SBCA:www.sbcindus .corn'ICC:www.iccsafe.or Job Number: 136DCS083 Ply:1 SEQN:539467/T5/HIPS - 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 1 FROM:AH DRW: Truss Label: Al Wgt:218.4 Ibs .. / ... 11/06/16 6'4"9 11' 16'10"2 19'10" 22'9"15 28'8" 33'3"7 39'8" 6'4"9 }4'7"7 } 5'10"2 1 2'11'14+ 2'11"15� 5'10"1 + 4'7"7 + 6'4"9 �5X8 1112X4 =5X6 1112X4 =5X8 D E F G H T T ��7- 12 6 Cl) g3X4C 1�3X4 o � i iv 1 =4X6(A2)B J=4X6(A2) A K S R Q P 0 N M L 1112X4 =3X4=4X6 =-3X8 =3X8 =4X6=3X4 III2X4 6'2"13 4'9"3 1' 4'10'2 5'11"13 4'10' 1' 4'9"3 6'2 6'2"13 11' 12 16'10"2 22'9"15 27'8" 28' " 33'S"3 39'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.192 F 999 240 B 1560 /718 /940 !- /264 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.444 F 999 180 J 1560 /718 /940 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.162 L - B Min Brg Width Req= 1.8 NCBCLL: 10.00 Mean Height:15.00 ft. Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.8 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.357 eangs are a rigid TCDL: psf Bearings B&'J i id surface. MWFRS Parallel Dist:h/2 to h Load Duration:1.25 p TPI Std: 2007 Max BC CSI: 0.484 Bearings B&J require a seat plate. Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.472 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 A-B 27 0 F-G 1678 -2602 Lumber B-C 1644-2814 G-H 1678 -2602 Value Set:13B(Effective 6/1/2013) C-D 1522-2445 H-1. 1522 -2445D-E 1679-2602 1-J 1643 -2814 Top chord 2x4 SP#1 E-F 1678 -2602 J-K 27 0 Bot chord 2x4 SP#1 :. Webs 2x4 SP#3 Lumber value set"1313 Maximum Bot Chord Forces Per Ply(Ibs)"uses design values Chords Tens.Comp'. Chords 'Tens.'Comp. approved 1/30/2013 by ALSC B-S 2448-1331 O-N 2134 -1115 Wind_, - S-R 2446-1332 N-M 2134 -1115 Member design based on both MWFRS and C&C. R-Q 2134 -1085 M-L 2446 -1361-w Q-P 2134 -1085 L-J 2448 -1361 P-0 2625 -1377 A�a►t. Maximum Web Forces Per Ply(Ibs) o Webs Tens.Comp. Webs Tens. Comp. S-C 199 -8 F-0 85 -91 • 047182 a C-R 299 -377 G-0 244 -283 D-R 370 -176 O-H 645 -400 D-P 645 -400 H-M 370 -176 m + E-P 244 -283 M-1 298 -377 STA F P-F 85 91 I-L 199 10 A AN T -a *' SERIAL.P.- NO 00 01100 00 Ot 4b 6e Sc,di ca 99 It f0 36 Tbls item has been ckarnnlcatlY s V-d and sealed by M.—I Martine.,, 2E(FL.CV-8471821 en Ibe doh,shnwnabaoo nsing a SHA.1 autbsrt€:aticn ead� "WARNING" READ AND FOLLO,llA4Ak1.AQTFLScGbkTWb%{Ra90EG6ened and s icd "IMPORTANT— FURNISH THIS DRAWING TC)/Aklls NZRA-B-,EG tSdi ItldIIlflJGd--hlEm NSi ALLERS Trusses require extreme care in fabricating handlin shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(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 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. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. defer to 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 truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this 9rawing or cover pa e. listing this drawing indicates acceptance of protessional engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:v wwt insl.or-SSCA:www.sbcindust .com'ICC:www.iccsafe.or Job Number: 136DCS083 Ply:1 SEQN:539468/T22/SPEC 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 1 FROM:AH DRW: Truss Label: A11 Wgt:215.6 lbs / ... 11/08/16 6'2"12 10'0"1 16'29 20'0"1 22'3"5 28'4"1 2 ' 3311" 6'2"12 3'9"4 6'2"8 3'9"8 2'3"4 6'0"12 " 5 4'1 1" 5'9" =3X4 =4X6 1112X4 I T 0=5X6 E F G =5X6H =5X6 T ,2 6 1112X40 J 3X4 i co 9 o =4X6(A)B K=4L6(A2) S R Q P 0 N M =3X4 ==110308 -3X4 =3X8 -3X6=4X10 1112X4 6'48 5'7"8 3'11"1 6'4"4 5'4"1 1 1'4" 5'0"12 57"4 1� 6'4"8 12' 15'11"1 22-3"5 27'8" 29' 34'0"12 39'8" Loading Criteria(psf) Wind Criteria- Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)- TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.232 G 999 240 B 1561 /718 /930 /- /257 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.536 G 881 180 K 1561 /716 /933 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.072 M - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.167 M - - B Min Brg Width Req= 1.8 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 1.8 TCDL:4.0 psf - Bearings B&K are a rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.428 9 g surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.778 Bearings B&K require a seat plate. Spacing:•24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.785 Loc.from endwall:not in 4.50 ft FT/RT`.20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00F.0504.20 A-B 27 0 G-H 1846 -2892 Lumber B-C 1663-2840 H-I 1540 -2341 Value Set:13B(Effective-6/1l2013) C-D 1783 -2787 1-J- 1547 -2484 D-E 1798 -2827 .' J-K 1671 -2832 Top chord 2x4 SP#-1 E-F 1845-2892 K--L 27 '0 Bot chord 2x4 SP#1 Webs 2x4 SP#3 F-G 1845-2892 - - -•- Lumber value set"1313"uses design values Maximum Bot Chord Forces Per PI Ibs • approved 1/30/2013 by ALSC Chords Tens.Comp. ' Chords Tens. Comp. Wind. - B-S 2469-1353 P-O 2366 -1273 Member design based on both MWFRS and C&C. S-R 2174 -1145 O-N 2366 -1273 R-Q 2174 -1145 N-M 2467 -1393 �� �y�1t�,Itt4tp��A Q-P 2848 -1521 M-K 2469 -1393 00, Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. •` ��* C-S 280 -229 P-H 684 -418 +4. ` No o 8 - w :, S-D 484 -326 H-N 1027 -1481 .R +� D-Q 857 -491 1-N 1776 -1151 _ a• Q-E 314 -381 N-J 276 -339 ., E-P 115 -98 J-M 175 -7 E. G-P 293 -362 10 its a 1 �V SERIAL.:x., V 00 00 0100 00-01 46 6e Sc d 1 ca 991c tO 36' This item has hecn ekaraaicatiy signed snd waled by Manuel Martinet, P6 I!L.Lrc.0471821 an the cite shown abnve using a SHn•1 authe'tkaticn code- **WARNING" READ AND FOLLO>/Unt9ktcsllLkkfGaScQNnT}t16Fe621WdfJTn4l�tceanazcsted —IMPORTANT** FURNISH THIS DRAWING TOdhLtleWbILRAft'icTGdR,SdNGitWOlNGdT}FnFn UStTALLERS Trusses require extreme care in fabricating,handlin shippingpirnstalling and bracing. Refer to and follow the latest edition of BCSI(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 otherwise,top chord shall have properly attached structural sheathinq 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 10, as applicable. Appty plates to each face of truss-and position as shown above and on.the Joint Details, unless noted otherwise. Defer to 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 PI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover pa e•, listing this drawing,Indicates acceptance of pro essronal 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. For more information see this job's general notes page and these web sites:ALPINE:w .al ineitw.com•TPI:www.l inst.or:SBCA:www.sbcindus .com'ICC:www.iccsafe.or Job Number: 136DCS083 Ply:1 SEQN:539469/T4/HIPS 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 1 FROM:AH ' DRW: Truss Label: Al2 Wgt:211.4 Ibs / ... 11/08/16 14'5"13 ' 2 "3 308 33'5"4 63'92"89 1" + 2'9466'2221122 299"4 5.5.,13 54 1"2=3X4 =5X6 =3X4 =5X6 D=5X6 E F G H T ,2 T 6 � 1112X4C 11112X4 to 0 v I� 4X6(gA2)B J-4Kg(A2) I 1� 1 R Q P 0 N M L -3X4 -3X6 -3X4 -3X8 =3X4 -3X6 -3X4 6'4"8 5'7"8 2'2"5 5'7"11 5'7"11 2'2"5 57 6'4"8 12' 14'2" 19'10" 25S"11 27'B.' 33'3"8 39'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.248 F 999 240 B 1561 /720 /921 /- /223 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): D.572 F 826 180 J 1561 /720 /921 /- /- 18.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.075 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CHORZ(TL): 0.173 L - - B Min 8rg Width Req= 1.8 Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.8 TCDL:4.2 psf Bearings B&J are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.396 g g Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.643 Bearings B&J require a seat plate. MWFRS Parallel Dist:h/2 to h Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.540 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 A"-B 27 0 F-G 2025 -3237 Lumber B-C 1673 -2826 G-H 1884 -2986 Value Set:13B(Effective 6/l/2013) C-D 1787 -2767 H-1 . .1787 -2767 D-E 1884 -2986 I-J 1673' -2826 Top chord 2x4 SP#1 E-F 2025 -3237 J-K 27 0 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 _ Lumber value set"I uses design values Chords Tens.Comp. Chords Tens. Comp. by by ALSC B-R 2457 -1355 O-N 3018 -1635 Wind R-Q 2243-1186 N-M 2243 -1215 Member design based on both MWFRS and C&C. Q-P 2243 -1186 M-L 2243 -1215c P-0 3018 -1625 L-J 2457 -1384 MAp Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. orsw3 iw�as aP t . �,�'�� «�'R'�rt �g+.'a +�'"�•�►�. C-R 275 -212 O-G 288 -1.70 +s o. R-D 405 -303 G-N 373 -501 140 047182 D-P 987 -572 N-H 987 -572 w ° a P-E 373 -501 H-L 407 -302 E-0 288 -170 L-I 274 -212 F-0 214 -285 STATE OF' s a y t .r* a}itS vas + ytiJ 0 SERIAL 9: 71f 00 00 0100 00 01 4b Oe Sc di ca 99 to(0 36 t'td"itemhas been claaranlrslly s'fyaedsnd scaled by Manuel mxtmc,, PF.(Ft..1.1c.047782 I cn thedstc%t­abc"auinR a 5HA.i auth-tt.tien—m **WARNING— READ AND FOLLOI/,\InA4.LceijQTFLScGbkj'#d6FeDRAW.JNG1jgn.d;nd s"Iad —IMPORTANT— FURNISH THIS DRAWING TOvRtltl' G@NZRAG..TGASdNGI WDiNGdT}tlEa NStTAt LERS Trusses require extreme care in fabricating,handlin shipping�iostalling and bracing. Refer to and follow the latest edition of BCSI(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 otherwise,top chord shall have properly attached structural sheathin 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 Join Details, unless noted otherwise. Refer to 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!I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,, listing this drawing,indicates acceptance of professlona 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. For more information see this job's general notes page and these web sites:ALPINE:wwmal ineitw.com•TPI:www.t insLor:SBCA:www.sbcindus .com:ICC:wwwkwafe.or Job t umber: 136DCS083 Ply:1 ' SEQN:539470/T24/SPEC 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 1 FROM:AH DRW: Truss Label: A13 Wgt:197.4 Ibs / ... 11/08/16 8'0"1 144"14 + 18'0"l r 20'4"ST 26'4"1 + 29' + 32'10"3 + 39'8" 8'0"1 64"13 3'7"3 24"7 5't 1"9 2'7"15 3'10"3 6'9"13 =T =4X4 3X6 I H=5X6 12 C=6X8 D E F G T M N I� � =3X6(A1)B J=3X6(A1) II 113 A I TK 1 Q P R Q N M L =3X6 =4X6 =4X10 =3X6=3X8 13'4" 5'8" r 20'8" 8'1"13 310"3 2'1"6 6'3"2 7'3."8 1'4" 10'8" 1'. 8'113 12' 14'1" 20'4"8 27'8" 29' 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.052 G 999 240 B 524 /208 /355 /- /257 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.126 G 999 180 R' 317 /143 /155 /- /- /68.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.017 Q - - J 897 /416 /606 /- /- 18.0 Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.041 Q - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf R Min Br Width Re Soffit: 2:00 Bldg Code: FBC 2014 RES Max TC CSI: 0.622 g q- - BCDL:5.0 psf J Min Brg Width Reg= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CS: 0.798 Bearings B,R,&J are a rigid surface. Spacing:24.0" C&C Dist a:3.97 ft - Rep Factors Used:Yes Max Web CSI: 0.864 Bearings B&J require a seat plate. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply-(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) A-B 27 0 F-G 448 -512 B-C 168 -470 G-H 756 -1019 Top-chord 2x4 SP#1 C-D 591 -231 H_ -1 7 743 -90'43 Bot chord 2x4 SP#1 D-E 448 -512 I-J B49 -1329 Webs 2x4 SP#3 E-F 448 -512 J-K 27 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes-- Chords Tens.Comp. Chords Tens...Comp. : All plates are 2X4 except as noted. B-Q 341 -234 N-M 1074 -594 " Q-P 351 -234 M-L 1074 -584 Wind P-O 351 -234 L-J 1128 -649 Member design based on both MWFRS and C&C. 0 O-N 795 -1059 Ts7 rra•w l �1'd Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. No 04710 C-Q 330 -60 N-G 470 -679 s C-0 512 -854 G-L 391 -367 w O-D 728 -1076 L-I 322 -339 w D-N 1248 -717 H-L 756 -531 F-N 270 -349 STASEE OF Z SERLAL it 7f�INJt7t�4081 tb �cdi"ea159#cK}' Tuts item fiat tom ttaasanic*x;gnedsad:salsa E:y Manual martinar. ?c t=..Ut.0477S2f art th&e V shown abaae-ing a 5HA-I - a<i[r.rttcaflen saac.. —WARNING" READ AND FOLLOUMALL41aTFSia nkTd6%61AWidNG6gnadmdz ttd "IMPORTANT" FURNISH THIS DRAWING TCIAULGQNZRAiS:E(iQf'�SMIiC}tltJEIRWCvdT-ME--lNEiFAL-LERS Trusses require extreme care in fabricating handlin shippingpinstalling 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. Apply plates 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,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 9 PI 1,or for handling shippingg installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawin indicates acceptance of proresslor i engineering responsibility solely for the design shown. The sui9abdlty and use of this O�awing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. " For more information see this'ob's qeneral notes paqe and these web sites:ALPINE:ww .al ineitw.com•TPI:wwat instor:SBCA:www.sbcindust .com'ICC:v w .iccsafe.or Job Number: 136DCS083 Ply:2 SEQN:539487/T26/HIPS 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 1 FROM:AH DRW: Truss Label: A14G Wgt:246.4lbs / ... 11/08/16 5'1"12 7' 12'3"6� - 17'3"3 19'10" 224"1 27'4"10 32'8" 34'6"qF 39'8" 5'112 +1'10"A 5'3"6 + 4'11"14 + 2'6"13+ 2'6"13 4'11"14 + 5'3"6 1'10"4 5 =6X8 1112X4 =5X6 1112X4 12 D E F G H I =6X8J T I 6 C _ A:::� 2(133)-4X12AB3)B 1 U T S R Q P O N 1112X4 =7XB =3X10 =3X8 =7X8 1112X4 i 5' + 53"3 I 5'1"10 5'3"3 I 5' "f 2 I 1�1� 6„ 5' 7' 12' 17'3"3 22'4"13 27'8" 32'8" 34'8" 39'2" 6„ H 9 a„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria - ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L!# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.351 G 999 240 B 3139 /1427 /- /- /- /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.818 G 577 180 L 3140 /1428 /- !- /- 18.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.075 D - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.174 D - - B Min Brg Width Req= 1.6 Mean Height:15.00 ft L Min Brg Width Req= 1.6 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.485 Bearings B&L are a rigid surface. BCDL:5.0 psf Bearings B&L require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.614 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:No, Max Web CSI: 0.551 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 A-B 13 -10 G-H 2O69 -4627 Lumber Loading B-C 1420 -3147 H-I 2069 -4627 Value Set:13B(Effective 6/1/2013) #1 hip supports 7-0-0 jacks with no webs. C-D 1 D-E 1789 89 -3997 J-K 106-3997 I-J 1406 -3997 -3997 Top chord 2x4 SP#1 E-F 2069 -4626 K-L 1420 -3148 Bat chord 2x6 SP#1 Wind F-G 2069 -4626 L-M 13 --10 Webs 2x4 SP#3 Wind loads and reactions based on MWFRS. Lumber value set"13B"uses design values Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Nailnote B-U 2787 -1249 Q-P 4057 -1825 Nail Schedule:0.128"x3",min.nails U-T 2790 -1250 P O 2810 -1259 g Top Chord:1 Row @12.00"o.c. . T-S 2809 -1259 O-N 2791 -1251 Bat Chord:1 Row @12.00"o.c. S-R 4057 -1825 N-L 2788 -1249 Webs :1 Row @ 4"o.a. L ' R-Q 4668-2100 Use equal spacing between rows and stagger nails *+ @� in each row to avoid splitting. • ' ®s �. '�o „q* •„ Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at -1.00 to 56 plf at 0.00 r.� 18 ' U-C 54 75 G-Q 52 70 C-T 31 -13 H-Q 185 -230 TC-From 56 plf at 0.00 to 56 plf at 7.00 D-T 363 98 Q-I 693 -297 TC-From 119 plf at 7.00 to 119 plf at 32.67 TC-From 56 plf at 32.67 to 56 plf at 39.67 D-S 1446 -646 I-P 433 -723 TC-From 56 plf at 39.67 to 56 plf at 40.67 ; a S-E 433 -724 P-J 1445 -645 BC-From 4 plf at -1.00 to 4 plf at 0.00 STATE E-R 694 -297 J-O 364 -98 BC-From 20 plf at 0.00 to 20 plf at 7.00 t ; ,* �. F-P. 185 -230 O-K 31 -13 BC-From 44 plf at 7.00 to 44 plf at 32.67 R-G 52 -70 K-N 54 -76 BC-From 20 plf at 32.67 to 20 plf at 39.67 - BC-From 4 plf at 39.67 to 4 plf at 40.67 BC- 462 lb Conc.Load at 7.00 �8,evirf BC- 464 lb Conc.Load at 32.67 SERIAL 9- Plating Notes 7(00000 000001466e1-:4.dfca99'le All plates are 3X4 except as noted. This it­h�s -d-.mcEym­1 muki 4 PE('.L.Lic.U471821 cn ttie"t!Shawn 2bim Ling a SHA.3 xthemttcnficm ccde.. -WARNING- READ ANDFOLLOb�dnJt4!#cyI1L4kT�S&1NnF#d6�h�?/ifJNLn4ancdardsraied -IMPORTANT" FURNISH THIS DRAWING Tadkl&G@N-MRA&-UG RSdkNCuultW.D►NGdT4AEgMttTj t LERS Trusses require extreme care in fabricating,handlin shippingpinstalling 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 t 10, as applicable. Apply plates to each face of truss and position•as shown above and an the Joint Details, unless noted otherwise. f?efer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/l PI 1,or for handling shipping,installation and bracing of trusses.A seal on this�rawmg or cover pagge, listing this drawing indicates acceptance of professional engi"fetering responsibility solely for the design shown. The suifabrltty and use of this yawing for any structure is the responsibility o he Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:ww.al ineitwxom;TPI:www.t inst.or:SBCA:www.sbcindus .com:ICC:www.iccsafe.or Job Number: 136DCS083 Ply:1 SEQN:539471/T11/SPEC 4EBB Cali"C"LL OL/DR-Horton/4EBB Cali"C"LL OL Qty: 1 FROM:AH DRW: Truss Label: A15 �"Wgt:204.4 Ibs / ... 11/08/16 � 7 1i15 17"1- i 15 � 3857' �'11 537 7444 0Q2 54 1 791 43"8 64"8 'I 1=5X6 T 12 =5X6Q =3X4 -3X6 1112X4 11TT 6 p 0=5X6 E F G _ H J�3X4 � 1 I ul rn =_ � O -3X6(A1)B K-3MAI) 11 sa A EES L T S RI-1 P O N M 1-1,-:) t =3X4 =3X6 =3X4 =010 1112X4 -3X6==-3XB 1112X4 1 13'B" y 5'-� 21' I'1'I 7'1"12 r 410 4 11'3"J' S7"2 5'3"10 + XF11 '1 �_ 1 12 +1 7'1"12 12' 13'3 9 18'10"11 24'2"5 27'B" H 33'5"4 39'8" t 29' Loading Criteria(psi)•. Wind Criteria.-- - Snow.Criteria(Pg,Pf in PSF) Defl/CSI Criteria- ♦Maximum Reactions(Ibs), - TCLL: 20.Ob Wind Std: ASCE 7-10. Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R. /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA L VERT l_: 0.036 N 999 240 ( ) B 578 /259,. /377 /- /277 /B.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.076 N 999 180 R 481 /169 /258 /0 /0 , /8.0 BCDL: 10.00• Risk Category:II Snow Duration:NA HORZ(LL): 0.015 M - - Q 1412 /659' /670 /- /- /8.0 Des Ld: 37.00 EXP:C HORZ(TL): 0.034 M - K 760 !342 /520 /- / /8.0 Mean Height:15.00 It NCBCLL: 10.00 TCDL:4. psf Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00' gCDL:5.0 psf, - Bldg Code:-FBC 2014 RES -Max TIC CSI: 0 B Min Brg Width Req= 1.5 :578 - , Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.385 R Min Brg Width Req= 1.5 Re Factors Used:Yes Max Web CSI 0.962 Q Min Brg Width Req= 1.7 Spacing;24.0" C&C Dist a:3.97 ft p K Min Brg Width Req= 1.5 ` - Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings R,Q,&K are a rigid surface. GCpi:0.18 Plate Type(s): Bearings B,R,Q,&K require a seat plate. Wind Duration:1.60 WAVE _ VIEW Ver:18.01.00F.0504.20 Lumber Maximum Top Chord Forces Per Ply(Ibs) Value Set:13B(Effective'6/l/2013) Chords Tens.Comp.., .Chords. Tens. Comp. Top chord 2x4 SP#1 A-B 27 0 G-H ­­654 -559 Bot chord 2x4 SP#1 B-C 656 -687 H-1 902' -711 Webs 2x4 SP#3 ' C-D 690 -586 I-J-- --904 - 412 Lumber value set"13B"-uses design values - D-E-- 159. -56 •--'J-K -1131::.1109 approved 1/30/2013 by ALSC E-F 654 -558 K-L 27 0 Wind- . F-G 654 -558 Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply(Ibs) "-' Chords -Tens.Comp. Chords Tens:'Comp. -. . ��t y11e>s1'slrir B-T 547 -450 P-O• 599•. .-498 �q4 .\ A '�+�`"'i -T-S. - -568 -425' -0.-N = - 5991.-A98 4`i .�"*"�� $'"`�►� >*, S-R 568 -425 N:M" 928---859 R-Q 429 -348 M K 931 -860 • - -- - +`• �+. `Sr ``'. `r Q-P 604 -498 ... . : ? Maximum Web Forces Per Ply(Ibs) + - Webs Tens.Comp. Webs Tens. Comp. C-T 247 -157 Q-H 1483 -1362 .+ c3t`T T-.D 213 94 P-H 203 2 4«, Ai� m. D-R 685 -650 H-N 131 =23 »' 'L 4°! R-E- 204 -73 I-N 353 353 E-Q 671 -677 N-J 524 -430 G-Q 286 -331 J=M 223 -32 SERIAL .. 7f00 O 01 OD 00 014ti ,Sc dt ca 99 is Ki 39 7hls item has hean akarenlra V stped and smalcd by Manuel Martina;, 2F.tit.Lir.0471821 cn the eat-sF.awn alwve Using SHA-1 au[hoM6:a€icm code. , -WARNING- READ AND FOLL016UnAL1cACffFLS.QMn-F'A11b%aRAWANG6ga.6andu kd *'IMPORTANT- FURNISH THIS DRAWING TCdhlu6C�ONIRAfLTO?.SdiJCvhWDINGad-14E NkviFdlv�LERS- Trusses require extreme care in fabricating,handlin shippine�installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an, SBCA)fo'r safety practices priorto 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 ri id 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 Joinf Details, unless noted otherwise. kefer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be.responsible for any deviation from this drawin any failure to build the ... truss in conformance with ANSI/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this�rawing or cover pa e,, listing this drawing indicates acceptance of protessionag-.engineering responsibility solely for the design shown. The suifabllity and use of this gnawing 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.al ineitw.com•TPI:vw-.w.t instor:SBCA:wwe.sbcindusl .com•ICC:www.iccsafe.or t► Job Number: 136DCS083 Ply:1 �SFRCM:AH EQN:539472/T14/GABL ' 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 1 DRW: Truss Label: A16 Wgt:214.2 Ibs Page 1 of 2 .. / ... 11/06/16 9'1115 t 13'9"12 i 18'8" 22'4"1 _t_24'6i'l 29' 33'5'4 t 39'8" i 7' 2'1115 3'9"13 4'10"4• + 3'8"1 2'2"11 4'S"4 4'5"4 6'2"12 13'4" (TYP) L— T P) —5X6 6 12 C=5X6 K M M T =5X10(SRS) =3X4 ;5X12(SRS ,n m 0 1112X4(" E F G H I J _ 0 o 1 N I —3X6(A1)B ZAB AC N=3X6(A1) I r 1 ss=- A 0 1 Y X W V= U T S R Q P =-3X4 =3X6 —3X4 =4X10 =3X8 =3X6 =3X4 138" 5' 21' 7'1"12 + 2'11"15, 3'2"5 5'1"l2 36"5 2'4'7 8'8"12 648 1 7'1"12 10'1"11 13'4" 18'8" 22'2"5 24'6"1 33'3"8 39'8" 136"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.041 M 999 240 B 527 /239 /339 /- /317 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.086 M 999 180 V 722 /266 /332 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.013 Y - - T 1243 1565 /605 /- /- /8.0 Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.027 P - N 784 /356 /525 /- /- /8.0 NCBCLL: 10.00 TCDL:4. psf Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 B Min Br psf Bldg Code: FBC 2014 RES Max TC CSI: 0.555 g Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.511 V Min Brg Width Req= 1.5 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.597 T Min Brg Width Req= 1.5N Min Brg Width Req= 1.5 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B,V,T,&N are a rigid surface. GCpi:0.18 Plate Type(s): Bearings B,V,T,&N require a seat plate. Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 Lumber Maximum Top Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#1 A-B 27 0 H-I 735 -757 Bot chord 2x4 SP#1- B-C 645 -570 1-1 735 -757 Webs 2x4 SP#3 C-D 697 -513 J-K 954 -845 Lumber value set"1313"uses design values D-E 410 -320 K-L 1158 -680` approved 1/30/2013 by ALSC E-F 406 -316 L-M 1361 -1151 Plating Notes F-G 735 -757 M-N 1150 -1180 G-H 735 -757 N-O 27 0 All plates are 2X4 except as noted. (")1 plate(s)require special positioning.Refer to Maximum Bot Chord Forces Per Ply(Ibs) scaled plate plot details for special positioningg � requirements. J Chards Tens.Comp. Chords Tens: Comp. +[# Og P► ! B-Y 442 -393 T-S 505 -408. Loading f g Y-X 379 -307 S-R 507 -410 Gable end supports 8"max rake overhang.Top q ««y�4 � �`*• X-W 380 -303 R-Q 610 -442 chord must not be cut or notched. ;« • W-V 380 -303 Q-P 610 -442 No 047162 V-U 490 -399 P-N 995 -880 Wind „ `m U-T 490 -399 Member design based on both MWFRS and C&C. Additional Notes : Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. See DWGS A16015ENCIOI O14&GBLLETIN1014 for rSTAT E 0 * +�, gable wind bracing requirements. r 0 '« d C-Y 190 -71 I-T 243 -26A t \ 4'« Y-D 232 -106 T-J 1528 -1396 �y • •«w«n+a *° A4 D-X 100 -7 S-J 30 -30 o � � Z-V 9918 -832 K-R 344 3 -319 SERLAL#. V-F 110 -163 R-L 251 -299 7f 00 00 0160 0001 4b Se Se d 1 ca 99 is f0 36 F-AA 473 -433 L-P 585 -648 been ckcrrani AB-AC 474 -441 P-M 499 -291 Tbls item has c>uy zlgncd asd vtaledby rnantmi t5artine4 AC-T 477 -442 ?F.(it..IX.04 r191)cn tliadato sAawn abnvn wing.SHA•1 autb,mtin lancadm —WARNING— READ AND F0LLO�M&L[.AQTESd%kTW]§ QjRA JN!"60.dands-ioa —IMPORTANT— FURNISH THIS DRAWING TOiAblt cCQNaZRAG:EQRS ItWDINGdTHEl NStTALLERS Trusses require extreme care in fabricating,handlin shipping:Dinstalling and bracing. Refer to and follow the latest edition of BCSI(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 otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a prop rly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to 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 drawin any failure to build the truss in conformance with ANSI PI 1,or for handling shippin ,installation and bracing of trusses.A seal on this�rawing or cover page,. listingthis drawingg indicates acceptance of professions engineering responsibility solely for the design shown.. The sui ability and se of this Orawing for any structure is the responsibility of the luilding Designer per ANSI/.TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com'TPI:www.t inst.er:S8CA:www.sbcindust .com'ICC:www.iccsafe.or ` Job Kumber: 136DCS083 Ply:1 SEQN:539472/T14/GABL 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 1 FROM:AH DRW: Truss Label: A16 Wgt:214.2 Ibs Page 2 of 2 ... / ... 11/08/16 Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. Z-E 67 -76 U-AB 84 -28 AA-G 76 -50 AC-H 18 -22 ' S��t$�11�tIC������� . E er SA s .4 C) SERIAL tt: cif 006,03000001.4b $cdlcagg,16E0'36 T[Is itemhaz been ekcuanlrstly stynee'astd waledby u n=al Martine, 2E I:L.Lfc.114 73e21 en the dste thawn abare r_inga SHA-1' a4tdicrtkaCfcn code "WARNING" READ ANDFOLLOdUnkatllL> TScQN�T#d6sc611t�ANdA1GSrncdandzrskd "IMPORTANT" FURNISH THIS DRAWING TGALj CGNaZRArb.-TOR6srdNCihWDUWGdThll-n�Nai ALLERS Trusses require extreme care in fabricating,handlin shippingpimstalling and bracing.•Refer to and follow the latest edition of BCSI(Building- Component Safety Information,by TPI and SBCA)for sapety 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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, " as applicable. Apply plates to each face of truss and position as"shown above and on the Joinf Details, unless noted otherwise. hefer to drawings 16OA-Z far 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 truss in conformance with ANSIPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page I this drawing indicates acceptance of proesslonag engineering responsibility solely for the design shown. The suitability and use of this gnawing 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.al ineitw.com:TPI:www.l inst.or:SBCA:www.sbctndust .com'ICC:wewe.iccsafe.or ' Job Number. 136DCS083 Ply:1 SEQN:539473/T2/GABL 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 1 FROM:AH DRW: Truss Label: B1GE Wgt:134.4 Ibs .. / ... 11/08/16 1_ i aw- i_ 21'4" �--2,8" —{-1'4"-{ (TYP) I=4X4 H J G K 12 F L 6 p � E M a1 n D N r C D io 2X4(A1)BHill P=2X4(A1) +? A H Hp AE AD AC AB AA Z Y X=3X4 W V U T S R 21'4" 1 i 21,4„ 21,4„ T 1' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Lac R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.001 H 999 240 p* 81 /37 /39 /- /11' /256 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 AE 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 J - - B Min Brg Width Req= - EXP:C Des Ld: 37.00 ght:15.00 ft HORZ(TL): 0.003 J - - Bearing B is a rigid surface.Mean Hei NCBCLL: 10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0,108 Maximum Top Chord Forces Per_Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.088 A-B "27 0' I-J 304 24 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: B-C B7 -120 J-K 253 -21 GCpi:0.18 Plate Type(s): C-D : 80 -90 K-L 202 -23 Wind Duration:1.60 WAVE VIEW Ver.16.01.00F.0504.20 D-E 105 -71 L-M 154 -43 Lumber E-F 153 -50 M-N 105 -64 Value Set:13B(Effective 6/1/2013) F-G 202 , -29 _N-O 74 -84 Top chord 2x4 SP#1 G-H 253 -21 O-P 81 -113 H-I Bot chord 2x4 SP#1 303 -24 P-Q 27 0 Webs 2x4 SP#3 Lumber value set 13 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/201 by uses design values Chords Tens.Comp. Chords " Tens. Comp. Plating Notes ,. B-AE 175 -108 X-W 192 -107 AE-AD 183 -110 W-V 191 -107 All plates are 2X4 except as noted. AD-AC 185 -110 V-U- 189 -106 G AC-AB 188 -111 U-T 187 -106 Wind IIIII�11tt AB-AA 190 -112 T-S 185 -105 Member design based on both MWFRS and C&C. }, � � 1'ji_4, �Y 19 -113 R-P 1 -104 1 83 -103 Additional Notes •a .*.* t•,.. � 'a •. r�d. Y-X 192 -107 X. See DWGS A16015ENC101014&GBLLETIN1014 for gable wind bracing requirements. „q, Maximum Gable Forces Per Ply(Ibs) " ' ` Gables Tens.Comp. Gables Tens. Comp. C-AE 174 -103 W-J 187 -83 � * D-AD 88 -65 V-K 153 -73 * E-AC 101 -74 U-L 100 -73 STATE OF F-AB 100 -73 T-M 101 -74 G-AA 153 -73 S-N 88 -65 g•�� is H-Z 187 -83 R-O 174 -103 r ty *woxa.** I-X 0 -162 SERIAL 7f 00 00 0100 00 01 4b 6e Sc d 2 ca 99 Ic 10 36 iMz Item has barn ckctrenlcaiiy styned and saalad t;y Manncl Martina,. Pr.I;L.lit tf411821en tbadatr shownabnueO ng'a SHA.1 aut8enti:at{all code **WARNING— READ AND FOLLOlIA4,t4L}c4{11.4kTES.GbkTFdL9zI /UdN06gned2ndsuicd *"IMPORTANT** FURNISH THIS DRAWING.TQAtl bOONaZRA(D.,bG RS&4C-hwDU4GdT Fn€ NSi AL-LERS Trusses require extreme care in fabricating,handlin shippingytnstalling and bracing. Refer to and follow the latest edition of BCSI(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 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 Join Details, unless noted otherwise. Refer to 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 drawingg any failure to build the truss in conformance with ANSI/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this rTrawing or cover page,, listing this drawing,indicates acceptance of professionag engineer'mg responsibility solely for the design shown. The suifabllity and use of this r7�awing 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.al ineitw.com:TPI:www.t instor:S6CA:www.sbcindus .com•[CC:www.iccsafe.or • Job Number: 136DCS083 Ply:1 SEQN:539474/T3/GABL 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 1 FROM:AH DRW: Truss Label: C1GE Wgt:78.4 IN, .. / ... 11/08/16 7' 14' 7 '+ 7' "1 �- 1'8"—{—1'4" -{ (TYP) G=_4X4 F H 12 6 E I h o D J u, :. C K v 2X4(A1)B L=2X4(A1) 1 3 A RiM V U T S Q P N i 14' t } 14' Load ing.Criteria.(psf) Wind Criteria. Snow Criteria(Pg,Pf in PSF) -.Deft/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF •. TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl,U# Lac R /U /Rw /Rh /RL. /W. TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.001 F 999 240 L* 84 /39 /40 /- /12 /168 BCLL: 0.60 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.001 F 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 E - - B Min Brg Width Req= - Des Ld EXP:C: 37.00 HORZ(TL):-0.002E - - Bearing B is a rigid surface. Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:4.2 lost Soffit: 2.00 - BCDL:5.0 psf Bldg Coder FBC 2014 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply(Ibs)• Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.061 A-B 27 0 G-H 213 - -26 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: B-C 14 -66 H-1 157 -48 GCpi:0.18 Plate Type(s): I C-D 61 -28 _ 1-1 105 -69 Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 D-E 113 -17 J-K 87 -89 Lumber E-F 165 -14 K-L B4 7106 Value Set:13B(Effective 61112013) F-G 221 17 L-M 27 0 Top chord 2x4 SP#1 _. Bot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ilia): Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values B-V- 145 -46- R-Q- -- 164......49 approved 1/30/2013 by ALSC V-U 153 -47 Q-P 159 -50 U-T 158 -48 P-O 155 -51 Plating Notes -- T-S 161 -49 O-N 150 -53 All plates are 2X4 except as noted. S-R 164 -49 N-L 144 -55 Wind � �fi . Maximum Gable Forces Per Ply(Ibs) :Member design based on both MWFRS and C&C. ��� trfr� Gables Tens.Comp. Gables Tens. Comp. MAq� ,+.s.+ �• .. ?' C-V 122 Sfi Q H' .' 205 _=83 Additional Notes ;* p• * « � � ' ": i D-U • 115.. -75 P-.1 159, -72 See DWGS A16015ENC101014&GBLLETIN1014 for v�` 4�.P � �n gable wind bracing requirements. �• ��:, ; E-T 159 -72 0-1 115 . -75 F-S 205 -83 N-K 122 -56 o G-R 13 -89 UT E • x® �Wdr ;$�i a0 'C SERKL#. 7C'00'00 0100 00 01 415 ee Sc d1 ca 091C(0 36 Thtz Itemhaz been ekcuanlcaUy z(gnedsnd ualedty Maiu:el Mukku; - PE I!L.Uc.047IS21.m thc[ate Shown abara Ming 5HA•1 authartiatlan coda. —WARNING** READ ANDFOLLOIIA(t FkTF�S&3�}nFkd6�L�WdNCe4�nctandzr3lad —IMPORTANT** FURNISH THIS DRAWING TOAluleCONZRAGslati RSdNGIildd INGdT}dEn NSi ALLERS Trusses require extreme care in fabricating,handlin .shi pingyinstalling and bracing. Refer to and follow the latest edition of BCSI(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 otherwise,top chord.shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or 610; as applicable. Apply plates to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise:. kefer to 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 drawin any failure to build the truss in conformance with ANSI/rPI 1,or for handling shippin4g,installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The suitability. ' and use of this yawing 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.al ineitw.com-TPI:www.t inst.or:SBCA:wJ.w.sbdndust .com'ICC:www.iccsafe:dr Job Number: 136DCS083 Ply:1 SEQN:539475/T28/SPEC ` 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 2 FROM:AH DRW: Truss Label: D1 Wgt:37.8 Ibs .. / ... 11/08/16 5' 10, r- 5' F 5' C=4X4 T 12 T 6 m o Ln 2X4(A1)B D=2X4(A1) � 11 a3 A E F 1112X4 1;'p 9'9„8 1;'p AJ 5 5 1' 5' 10' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.006 F 999 240 B 438 1202 /286 /- /134 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.014 F 999 180 D 438 1202 /286 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.006 F - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 TCDL:5. psf Bearings Soffit: 2.00 BCDL: .0 9 B&D are a rigid psf Bldg Code: FBC 2014 RES Max TC CSI: 0.219 surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.215 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.083 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 C-D 367 -503 Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 B-C .366 -503 D-E 27 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply.(Ibs).. Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. - Bot chord 2x4 SP#1 B-F 405 -191 ( -D 405 -191 Webs 2x4 SP#3 Lumber value set"'I 3B"uses design values Maximum Web Forces Per Ply(Ibs) - ` approved 1/30/2013 by ALSC Webs Tens.Comp. Wind C-F 217 -32 Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind 4�q��l11�8!#y � ,ye t @ AJR)oNo 047182 � • less YBe, q k STATE OF Al % st x+s„-zea�° S> x: 7(00 00 01 00 0 01.4b6e5cdt ca".10036 This item tins been cltaranlca}t•s fynei+and sealed by Manuel Martine;, 2F.tr'L•IX,0473821..thcdate sFa nb-n using a SHAM aL'ttiCTLkaLIG[I C3=C -WARNING— READ AND FOLLOUdntQl lc$I114kTfrS k�[V<.tFkdLS FJh JFjtSe�nc¢anessakd —IMPORTANT— FURNISH THIS DRAWING TCId866CQNZ,R,Aft,TQRSdNfultWdll Gd'F"EG NSF LERS Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face ottruss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/ PI 1,or for handling shipping,installation and bracing of trusses.A seal on this dgrawrng or cover page,, listing this drawing indicates acceptance of pro esstonag engineering responsibility solely for the design shown. The suit'blllty and use of this Q�awing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's cieneral notes pacie and these web sites:ALPINE:www.al ineitw.com:TPI:www.l inst.or:SBCA:w.wv.sbcindus .com'ICC:www.iccsafe.or Job(lumber: 136DCS083 " ' Ply:1 SEQN:539488/T30/HIPS 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 1 FROM:AH -DRW: Truss Label: D2G Wgt:44.8 Ibs / ... 06/17/16 3' 7' 10, r3' + 4' 3' 'll 12 C=5X6 � 6 � T LO =3X4(A1)B 4 E=3X4(A1) c1 4-3 A F �8'$' " H G 15 1 1112X4 =3X4 At 9'9„8 3'1"12 3'6"12 3'3"8 I'1' •T" 3'1"12 + 6'8n8 I 10, -f- Loading Criteria(psf) .Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)-- . .. TCLL:- 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.013 G 999 240 B 568 /271 /- !- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.029 G 999 180 E 568 /271 . /- 1- /= /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 G - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.012 G - - B Min Brg Width Reg= 1.5 Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 _ Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0'184 Bearings B&E are.a rigid surface: Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.170 P Spacing:24.0 C&C Dist a:3.00 ft Re Factors Used:No Max Web CSI: 0.063 Maximum Top Chord Forces Per Ply•(Ibs) " Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp.. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 -20 D-E 379 -84O Wind Duration:1:60 WAVE VIEW Ver:16.01.00F.0504.20 B-C 379 -846 E-F 27 -20 Lumber C-D 318 -755 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)_,. Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Chords Tens.Comp. 'Chdr"ds -Tehs. Comp. Webs 2x4 SP#3 B-H 729 -318 G-E 725 318 a Lumber value set"1313"uses design values - H-G 744 -318 - approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at -1.00 to 56 plf at 0.00 C-H 162- - 0 G.-D .165 _ .0 TC-From 56 plf at 0.00 to 56 plf at 3.00 C-G 12 0 TC-From 63 plf at 3.00 to 63 plf at 7.00 TC-From 56 plf at 7.00 to 56 pif at 10.00 TC-From 56 plf at 10.00 to 56 plf at 11.004'` ► ...«.,, � �'� BC-From 4 plf at -1.00 to 4 plf at 0.00 ,• X r ��+ BC-From 20 plf at 0.00 to 20 plf at 3.00 + ~' $ BC-From 24 plf at 3.00 to 24 plf at 7.00 * .' BC-From 20 plf at 7.00 to 20 plf at 10.00 No 047162 � BC-From 4 plf at 10.00 to 4 plf at 11.00 ;• f m BC- 105 lb Conc.Load at 3.00,7.00 Loading #1 hip supports 3-0-0 jacks with no webs. "AE *+ Left side jacks have 3-0-0 setback with 0-1-4 cant 10.0 A and 1-0-0 overhang.End jacks have 3-0-0 setback d�f , +a with 0-1-4 cant and 1-0-0 overhang.Right side jacks • have 3-0-0 setback with 0-1-4 rant and 0-0-0 overhang. k 3 t ll 0 Wind SERIAL X: Wind loads and reactions based on MWFRS. 7f 00 00 0100 00 01 4b6e 5c di ca 99 fc f0 36 This item has lean tkcuuniaa7.M s(-yned and. led ty Manutl Martincr, Left and right cantilevers are exposed to wind PF IFLASC.0471821 cn itIa"wa.own abnoc cling a SHA=T 2utthcrtkatfcn czda "WARNING" READ AND FOLLOIhVn/1cLlcsf1QTESs:Q1k-FrkdI,%Lb? JINI Lignedandsr ice "IMPORTANT- FURNISH THIS DRAWING TO3delt6WNZRAftxfiQRSdW,£h DINGdT-td&-,INSt-FALLERS - Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing.-Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)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 sheathingand bottom chord shall have a properly ` attached rigid ceiling Locations shown for permanent lateral'restraint-of webs shall have bracing insalled per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details,. unless noted otherwise. Nefer to 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!I PI -1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e• listing this drawing indicates acceptance of professional eng feerinQ responsibility solely for the design shown.' The sui ability and use of this gnawing 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:wmw.al ineitw.com:TPI:www.t inst.o :SBCA:www.sbcjndustry.com ICC:www.icceafe.or Job Number: 136DCS083 Ply:1 SEQN:539476/T27/VAL ' 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 1 FROM:AH DRW: Truss Label: V4 Wgt:16.8 Ibs .. / ... 11/08/16 1'10" 3'8" 12 6 3X4(D1) B=3X4=3X4(D1) A f 3'8" 3'8" 3'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.003 999 240 A• 75 /21 /36 /- /6 /44.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT L: D.006 999 180 Risk Category:II � ) Wind reactions based on MWFRS BCDL: 10.00 g ry Snow Duration:NA HORZ(LL): 0.001 - - A Min Brg Width Req= - EXP:C Des Ldc 37.00 Mean Height:15.00 ft HORZ(TL):-0.002 - - Bearing A is a rigid surface. Code/Misc Criteria Creep Factor:1.5 NCBCLL: 10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.050 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.063 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI. 0.000 A-B 171 -150 B-C 171 -150 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 Chords Tens.Comp. Lumber Value Set:136(Effective 6/1/2013) A-C 148 -135- -- Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Lumber value set"l36"uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL1 601 01 014 for valley details. FEN ��sk�� aaa8&iwer. y1 id7iP. ri � anti o:. a ya4 �1 io, 0 "+ - ✓ ' Nt % SERIAL P 7f 00 00 0100 00 01 4b 6;e So di ca 90,is t0 06 rhls item has beanekctmnlcaftyi4nad and scaled by Man 1Martinat, 7c(ii.Lk.0471821 an the mate shown above Using a SMA.7 nuthentkader code- "WARNING" READ AND FOLLO.NM&I:#cd1lQ3TEScONnTML%DJFAV+d1>4GLgnad and xaatcd —IMPORTANT" FURNISH THIS DRAWING TO�AklleMNZRAG,-fiQ SiN>ivLiWDINGdT-,HF>aNStT AkLERS Trusses require extreme care in fabricating handlin shippingpinstalling 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 fler 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. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to - drawings 16OA-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 shippin ,installation and bracing of trusses.A seal on this drawing or cover pa e listingthis drawing indicates acceptance of proessiona engineering responsibility solely for the design shown. The sui9ability and se of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPl 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindust .com•ICC:www.iccsafe.or JoIfNumber: 136DCS083 Ply:1 SEQN:539477/T20/VAL 4EBB Cali"C"LL OL/DR Horton MEBB Cali"C"LL OL Qty: 1 FROM:AH DRW: Truss Label: V8 Wgt:25.2 Ibs I ... 11/08/16 3-10" 7'8" 3'10" 3'10" 12 B=4X4 6 =3X4(D1) =3X4(D1) A C D 1112X4 j= 7'8" 3'10" 3'10" 3'10" 17'8" Loading Criteria(psf) Wind Criteria Snow-Criteria'(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Lac R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.008 D 999 240 A' 75 /28 /36 /- /8 /92.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(fL): 0.013 D 999 180 Wind reactions based on MWFRS_ BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 D - - A Min Brg Width Req= - EXP:C Des Ld: 37.00 HORZ(TL):-0.005 D - - Bearing A is a rigid surface. Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 NCBCLL: 10.00 TCDL:4. psf Soffit: -- 2.00 BCDL: . psf Bldg Code: FBC 2014 RES 'Max TC CSI: 0.126 Maximum Top Chord Forces Per Ply(16s) Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.108 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.100 A-B 189 -158 B-C 189 -158 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-D 213 -137.. D-C 213 -137 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Webs Tens.Comp. Webs 2x4 SP#3 Lumber value set"1313"uses design values B-D 336 -295 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. ���ByTi! No 047182 •114t` d *Yi31f.6t#611 SERIAL t. Tf 00 00 0100 00 01 4b Ge Sc d 1 ca 0#c M 36 This item has teen z:laaronl.atiy s(ynce sne ualcd fiy Mar--Poortiney PE 1,-L.Ix.na 71821-tltc cne:Fawn above csinq a SHA.1 - ac0ertL.atfcn ease_ **WARNING'* READ AND FOLLO.�1(A11ci{114kTGS�Tdd6F>6}JZa9VU�tlG4a cc,re:szFca **IMPORTANT"" FURNISH THIS DRAWING TCh-AkflcC,.Obhl.RAG.:UQRSdN£LiWOlNGGdT-"E)NStTa1L-LERS Trusses require extreme care in fabricating,handling shippingyinstalling and bracing. Refer to and follow the latest.edition of BCSI(Build Component Safety Information,by TPI and SBCA) r 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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. }Refer to drawings 16OA-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 Pl 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely forthe 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. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or'SBCA:"�.sbcindust .com'ICC:waw.iccsafe.or. Job Number: 136DCS083 Ply:1 SEQN:539478/T19/EJAC 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 8 FROM:AH DRW: Truss Label: EJ7 Wgt:23.8 Ibs / ... 11/08/16 C 12 6 t?7 O LO (h zo 2X4(A1) B 1 A D I— 1 7' 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)- - TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:,NA PP Deflection in loc Udell L/# Loc R /U /.Rw /Rh I RL 1 W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA, VERT(LL): NA B 336 /117 /259 /- /173 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 127 /20 ' /101 /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.014 D C 171 /133 /91 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.031 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5rg TCDL:4.2 psf D Min B Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.496 q= Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.368 C Min Brg Width Req= MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber 151 Value Set:13B(Effective 611/2013) A-B 27 0 B-C 7 - Top chord 2x4 SP#1. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Lumber value set"1313"uses design values Chords Tens.Comp. approved 1/30/2013 by ALSC - B-D 0 0 Wind Member design based on both MWFRS and C&C. FE No 047182 O STATE OF 08 p�� •*h'1 to;rc ��A ✓gp ,t� a T14har ONAL SERIAL#. WOO 00 0100 00 01,4b 6b Sc d1 ca 991t 103 This item has been elamaolcsl9y signed and scaled by Mamcl martinas, 8ti(;L.Ut.eA 7]g7)an tha data shown above wing a SHA=I cuthcrttratlan<oda. -WARNING" READ AND FOLLO,M ct LL4114kTEScQ&Tkilaal? WJNG6rtdandi-lad "IMPORTANT— FURNISH THIS DRAWING TOrdf WtoC.GNIRA-STG RSdNGliWOlNGeT-NE�NStT AL LERS - - Trusses require extreme care in fabricating,handlingshippingylestalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r 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 910, as applicable. App)y plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin$gComponents 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 trusses.A seal on this drawing or cover pa e,, listing this drawing indicates acceptance of protesslona3 engineering responsibility solely for the design shown. The sunabtllty and use of this gnawing 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:wwmal ineitw.com'TPI:w.w..t inst.or:SBCA:www.sbcindust .wm'ICC:vnwv.iccsafe.or Job Number: 136DCS083 Ply:1 SEQN:539479/T12/EJAC 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 6. FROM:AH DRW: Truss Label: EJ7A Wgt:21.0 Ibs .. / ... 11108/16,, B 12 6 s M O ' (h =2M(A1)A C 7' 7 Loading Criteria(psf) Wind-Criteria Snow.Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh 7 RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):NA BCLL:. 0.00 Enclosure:Closed Lu:NA - Cs:NA VERT L:NA A /79 /188 /151 /8.0 !- Risk Category:II � ) C 128 28 /21 /104 /- /- /1.5 BCDL: 10.00 Snow Duration:NA HORZ(LL):-0.017 C - - B 174 /135 /95 /- /- /1.5 Des Ld: 37.00 EXP:C - HORZ(TL): 0.034 C - - Wind reactions based on MWFRS. NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 TCDL:4.-2 psf C Min Brg Width Re Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.505 q= - p B Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.373 Bearing A is a rigid surface. Spacing:24.0" C&C Dist a:_3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A requires a seat plate. Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) -- Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 Chords Tens.Comp. Lumber Value Set:13B(Effective 6/1/2013) A-B 78 -152 Top chord 2x4 SP,#1 _ Maximum Bot ns.Comp. Chord Forces Per Ply(Ibs). Bot chord 2x4 SP#1 Chords Tens. :...• Lumber value set"l3B"uses design values • approved 1/30/2013 by ALSC A-C 0 ..0, Wind Member design based on both MWFRS and C&C. t�� . NO 041.E OZ- s . Se IAL tr' ?f 00 00 0100 Q0 014b 8e,fic d 1'aa 59;10 f6 36 This Item has been ak[tianirsl}r z{y^nad artd slated by Manual VmtinC4 PF.(FL.L¢c.ee:7762f an thadate shown abarn using a 5HA•T aathenti:atlan sad , Y **WARNING** READ ANDFOLLO"t41k(4kQTESaQ6kTMla%aRAWJNG6gnedandsukd `*IMPORTANT** FURNISH THIS DRAWING TGAkgccC4t4z8AG-EG RSdNGit(d iNGdT-HE NStTALLERS Trusses require extreme care in fabricating,handling shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by-TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord'shall have properly attached structural sheathingand bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled 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. kefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shallnot be responsible for any deviation from this drawing any failure to build the , _ truss in conformance with ANSI gPl 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of prol'essiona engineering responsibility solely for the design shown. The suitability and use of this gnawing 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.al ineitw.com;TPI:www.t insLor•-SBCA.www.sbcindus .com']CC:www.iccsafe.or Job Number: 136DCS083 Ply:1 SEQN:539480/T16/JACK 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 4 FROM:AH DRW: Truss Label: BJ5 Wgt:16.8 Ibs / ... 11/08/16 C 12 6 M O �7 cV c'7 cri 2X4(A1)B A D �0 1' 5' 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA 8 263 /96 /2013 /- /129 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 90 /13 /70 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 D - C 119 /93 /62 /- !- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.010 D - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4. psf D Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.309 g q= - Load Duration:1.25 MWFRS Parallel Dist:0 to h!2 TPI Std: 2007 Max BC CSI: 0.182 C Min Brg Width Req= - Bearing B is a rigid surface. Spacing:24.0" C&C.Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) A-B 27 0 B-C 53 -120 Top chard 2x4 SP#1 d F t Chord Maximum Boororces Per PI Ibs Bot chord 2x4 SP#1 y( ) Lumber value set"1313"uses design values Chords Tens.Comp. approved 1/30/2013 by ALSC B-D 0 .0 ` Wind Member design based on both MWFRS and C&C. %%�tllE51141111 �� tpsii♦ gas P 0 E. No 0 18 a 44 441 '�.i' *�gs�gme m*ram5 . SERIAL.#: 7(00000t0000014b6e Sc.dfca991c(036 ibis item has been clactraeleat)y s6ned and sealed by Manlel Martine;, 2E K.Uc.e471821 Cn thc6ata%F.aWrt atwue Lsnga 5H.—I authentkatlan catir_ —WARNING— READ AND FOLLO"9khc4ltk TFtS_%kT dI,Qf?"JNCai69-4 and 1"Ied —IMPORTANT" FURNISH THIS DRAWING TGrtltldL-WNaTRAi&-'E(RSdNGLi lDINGdT-tdE�NStToXELERS Trusses require extreme care in fabricating,handlin shippingplastalling and bracing. Refer to and follow the latest edition'of BCSI(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 otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appty plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingcT Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the ' truss in conformance with ANSVTPI 1,or for handling shippingg,installation and bracing of trusses.A seal on this�rawing or cover pa e, listing this drawingg indicates acceptance of pro)esstonal engineering responsibility solely for the design shown. The suitability and use of this 0 awing 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:wAwal ineitw.com•TPI:wwwA inst.or;SBCA:www.sbdndus .com:ICC:www.iccsafe.or Job Number: 136DCS083 Ply:1 SEQN:539481/T17/JACK 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 4 FROM:AH DRW: Truss Label: BJ3 Wgt:12.6 Ibs / ... 11I08/16 C 12 6 M Lf� 2X4(A1) B N 4"3 -- A D 31 1 31 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 193 /76 /162 /- /86 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 51 /6 /41 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 D C 64 151 /30 !- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL):-0.003 D - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 B Min Br g Width Req= 1.5 Soffit: 2.00 BCDL:5.0. sf Bldg-Code: FBC 2014 RES Max TC CSI: 0.174 D Min Brg Width Req= - p C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.072 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) A-B 27 0 B-C 29 -105 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 - Maximum Bot Chord Forces Per Ply(Ibs)Chords Tens.Comp. .- Lumber value set"l38"uses design values approved 1/30/2013 by ALSC B-D 0 0 Wind Member design based on both MWFRS and C&C. - Na 04718Z { STATE OF m ;r} 10 C SERIAL U. 7f 00 00 0100 00 0146 Oe Sr.d1 ca 0,1610 36 This item has hnen ckamnlrai}y simncr snd scaled by Manuel Nlartinar, ?F.(A..Mc.047IS21 an ttie cafe shown ab-a e.tng a sH.A•7 aUili 't"timoort. **WARNING** READ AND FOLLO 1r\klc4{QTFS.Q6TkdU@Y"JNG6inedands-il d **IMPORTANT** FURNISH THIS DRAWING TGAkl6G@NZRA4'icTORSdNGultWDiNrvdTtdfvtNStTAL-LERS Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices pnor-to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord'shall have properly attached structural sheathin 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. hefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inca 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 trusses.A seal on this drawing or cover pa a.. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The sui9abllrty - and use of this indicates for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this-ob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:vnvw.l insl.or:SBCA:wvw.sbcindus .com'IM vmwkcsafe.or - Job Number: 136DCS083 Ply;1 SEQN:539482/T34/EJAC 4EBB Cali"C'LL OL/DR Horton/4EBB Cali"C"LL OL- Qty: 4 FROM:AH DRW: Truss Label: EJ3A Wgt:12.6 Ibs / ... 11/08/16 C 12 T 6 O 2X4(A1)B "3 N A D 3 �I 3' Loading Criteria(psf) Wind-Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 190 /75 /160 /- /86 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 52 /7 /42 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 D C 66 /52 /32 /- /- /1.5 Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL):-0.003 D - - Wind reactions based on MWFRS - NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.178 g q= - =Width Req Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.078 C Min Brg - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 29 -106 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#f Maximum Bot Chord Forces Per Ply.(Ibs) Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind No 047162 a STATE OF 46 • 9� �l • d emu: Y v+ a ✓� 1 � ;40 SERIAL 9: 7f000001000001415BeSod1ca99le1036 This item has horn ctamanitalV s(g-ned and seated"Mam:ci Martinet, ?F IFt•M.9471821 an the"M si`.4 W rt it>naC i."-inq a SMk•2 as�thantkatlon co-da **WARNING" READ AND FOLLOX/d,k.Fcs3 QTFLS cQbkTkdb%Qf?"JNG!dgnedandiukd **IMPORTANT** FURNISH THIS DRAWING TOwA[ul C.GNIRA&-fiiDRSdNGItWDU4GeihlFikINSi AL-LERS Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing.,Refer to and follow the latest edition of BCS](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 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. Refer to 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 PI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover page,, listing this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The suitability and use of this yawing 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.al ineitw.com'TPI:waw✓.l inst.or'SBCA:www.sbcindus .com:ICC:www.iccsafe.or ` Job Number: 136DCS083 Ply:1 SEQN:539483/T18/JACK - - 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 4 FROM:AH DRW: Truss Label: BJ1 Wgt:11.2 Ibs / ... 11/08/16 12 7F T 6 � C 2X4(A1) B cry � CD LO 4"3 • A r D 1' 1' 1' Loading Criteria(psf)- Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)• TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W. TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA - B 150 /77 /145 /- /42 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT L:NA BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.000 D - C -14 /28 /25 /- 1- /1.5 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.000 D Wind reactions based on MWFRS B Min Br Width Re 1.5 NCBCLL: 10.00 _TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 9 q= Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 ' D Min Brg Width Req= BCDL:5.0 psf C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.015 Re Factors Used:Yes Max Web CSI: 0.000 Bearing B is q rigid surface. Spacing:24.0" C&C Dist a:3.00 ft p Bearing B requires a seat plate. Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) A-B 27 0 B-C 28 -19 Top chord 2x4 SP#1 Maximum Bot Chord Forces Per:Ply'(Ibs) Bot chord 2x4 SP#1 - Chords Tens.Comp. Lumber value set"13B"uses design values- approved 1/30/2013 by ALSC B-D 0 Wind Member design based on both MWFRS and C&C. r aW No 04718P• = STATE OF 4US �• 4.4 O ��, ON SERIAL 9: 7(-00-00 01 00 00 01.46 6e So d1 ca 99,16 W36 ihls item 3ac bean eMaraniastiy sfyned�and,soled by Maru_cl Martfnai, ' PE rrL.lk.0471811 m tha data shown abnac wing a SY.A-1 - authcrthaticn cede_ -WARNING** READ AND FOLLOMMALL$iQTGSaNnlMaDJt?AWlt4GLp,dandz-lcd -IMPORTANT** FURNISH THIS DRAWING TOAL,)icC�ONZRAGTGGRS&4Gd►WDINGdl#dFmINStTAL-LERS - - Trusses require extreme care in fabricating,handling shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building _- Component Safety Information,by TPI and SBCA) r 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 B3,87 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 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 TPl 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e-, listing this drawing indicates acceptance of processional.engineering responsibility solely for the design shown. The suigabtltty and use of this Qrawing 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.al ineitw.com;TPI:www.t inst.or;SBCA:w.wr.sbcindust .corn;IM VMw.imsafe.or - ' Job Number: 136DCS083 Ply:1 SEQN:539484/T31/JAC7DRW- Truss 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 4 � FROM:AH Label: BJ1AWgt:11.2 Ibs / ... 11/08/16 12 6 � C = =2X4(A1)B _o Ln M A 1I1,�f 1 1, Loading Criteria(psf) 'Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)' TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U -/Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 134 /77 /143 /- /42 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 13 /9 /18 /- !- /1.5 BCDL: 10.00 Risk Category:1I Snow Duration:NA HORZ(LL): 0.000 D - - C 1 /23 /22 /1.5 Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.000 D - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.163 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.013 C Min Brg Width Req= - Spacing:24.0 C&C Dist a:3.00 ItP� Re Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. " Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(Ibs) . GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 Lumber A-B 25 0 B-C 20 -16 Value Set:13B(Effective 6/1/2013)Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply.(Ibs) .• Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC ` Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind MAW ef '4Y s4si,�is br �� r rF X 6 a m �zp�e+��fi�}2,+{Rt pgigy��,I ill' tfb 047.162 Y ��f�Liri. 7f 00 QO 0100 00 04 4b 6e-Sc dA ca 59 le to 36 This item has bean skcuonitsiry s(ynad and sealed by man-]h7artinet, PE tPL.l.k.e471621 en the date shown above w-iny a SY.A.1 a cthentkmiencade. —WARNING' READ ANDFOLLO,,"ALL-J)LQTFLS'-akTkd6F.DRAWI3G6,redandsestcd —IMPORTANT— FURNISH THIS DRAWING TtDdttk&CGNZRAOtEOR.SANGltl>i,QMGdWE3 NSi AL--LERS Trusses require extreme care in fabricating,handlingg shippingpinstalling 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 temporarryy bracing tier BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections 83,B7 or 810, as applicable. Apply places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for An plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawiiy any failure to buildthe truss in conformance with ANSIITPI 1,or for handling' shipping,installation and bracing of trusses.A seal on this drawing or cover'paga. listingthis drawing indicates acceptance of proressiona engineering responsibility solely for the design shown. The suigabllrty and se of this gnawing 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:wmv.al ineitw.com•TPI:www.t inst.or•SBCA:wwN.sbcindust .com:[CC:www.icesafe.or Job 17umber: 136DCS083 Ply:1 SEQN:539485/T21/HIP_ 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL• Qty: 2 FROM:AH DRW: Truss Label: CJ7 Wgt:42.0 Ibs / ... 11/08/16 6'3" 9'10"1 6'3" 37" D 12 4.24 3X4 C o, n HB 3 `r 2X4(A1)B T 4"3 A 1112X ��4 =5X6 F E 1 5 6'1"4 1 37„ 6"1 6'1"4 19'3"4 19,10ki Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) .Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in IocUdefl U# Loc R /U /Rw /Rh /RL /W. TCDL: 7.00 Speed: 160 mph Pf:NA- Ce:NA VERT(LL): 0.014 G 999 240 Enclosure:Closed B 410 /154 /-- /- /- /i.5 BCLL: 0.00 Lu:NA Cs:NA VERT(TL); 0.032 G 999 180 E 410 /129 /- . /0 /0 /1.5 BCDL: 10.00 Risk Category:11, Snowburation:NA HORZ(LL): 0.604 F - - D 168 /132 /- /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.009 F - Wind reactions based on MWF.RS Mean Height:15.00 ft B Min Br NCBCLL: 10.00' TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 g Width Req= 1.5 - Soffit: 2.00 BCDL:4.2 psf Bldg Code: FBC 2014 RES MaxTC CSI: 0.316 E Min Brg Width Req= - Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.308 D Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Bearing.B is a rigid surface.Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.247' Bearing B requires a seat plate. Loc.from endwall:NA F.T/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 Chords Tens.Comp: Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) A-B 9 -6 C•-D 59 74 B-C 295' =638 Top chord 2x4 SP#1 - Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs)" Chords Tens:Comp:' 'Chords"Tens. Comp. Lumber value set"1313"uses design values _ approved 1/30/2013 by ALSC B-G 578 -259 F-E 0 0 Loading G-F 570 -262 . . ...... ...... . . .. _ .._ Hipjack supports 6-11-8 setback jacks with no webs. Maximum Web Forces Per Ply(Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. yllisi�dtt " Wind loads and reactions based on MWFRS. t1 � !',$ G-C 181 0 C-F 314 -684 F IV No (047162 '�- STATE OF ir..mow s i-A RC* ti yy%'.. 9 1,5 s,ERwL a:. V-a»0100.00 Ot " Tiilz item has haatickctranicadly s�nad and ualac ty Mamrcl-N.arttnar., ' PE,19L.uc.04 71821 en the hate-hown ab-a c-.no a SHA-1 . authenti.hancade ` —WARNING— READ AND'FOLLO,M &LLcjiCLTEScQNn-Fckd6£epRddWidF1GLpi`d and x ied "IMPORTANT- FURNISH THIS DRAWING TOnAbleCONLRAQ-50RSs u4tWEkI GdT"E4N£ni AkLERS Trusses require extreme care in fabricatingg handlin shippingylElstalling and bracing. Refer.to"and follow the latest edition of BCSI(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 otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly 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 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/i PI 1,or for handling shipping,installation and bracing of trusses.A seal on this Drawing or cover page,, listing this drawing indicates..acceptance of roessional,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. For more information see this'ob's general notes page and these.web sites:ALPINE:www.al ineitw.com"TPI:www. instor'SBCA:www.sbcindus .com'ICC:•www.imsafe.or Job Number: 136DCS083 Ply:1 SEQN:539486/T29/HIP_ ' 4EBB Cali"C"LL OL/DR Horton/4EBB Cali"C"LL OL Qty: 2 FROM:AH DRW: Truss Label: CJ3A Wgt:16.8 Ibs / ... 11108116 12 C 4.24 2X4(A1)B -f- A �r N - v D 1�1 412113 1151t +9 4'2"3 Loading Criteria(psf), Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL !W TCDL: 7.00 Speed: 160mph Pf:NA Ce:NA VERT(LL): NA B 123 /72 /- /- /- 14.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:'NA VERT(TL):NA D 22 /- /11 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D - - C 56 /43 /- !- /- /1.5 Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.134 g q= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.031 C Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16. Chords Tens.Comp. Chords Tens. Comp. 01.00F.0504.20 Lumber A-B 20 -13 B-C 19 -15 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/20.13 by ALSC _ Loading Hipjack supports 2-11-8 setback jacks with 0-0-12 cantilever one face;0-0-12 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. A—�4��}IIIBI� � r�d� PeA p!sislyb!• 50, Mt3 471 USTATE OF r �. -:;4 o vv SERIAL z: V 00 00 01 OD00014b6eSodi ca99 ictO36 This itemhasbean akcsranlcatSy s(gnedand sealed by Manual Martinez, ?F.tvL.Lie.t147r821 an the Bate shown abn"c Wnq a SHA.T auLherti;atian code- **WARNING— READ AND FOLL0Mkm41I.rhlkkTFr.ScQbkT.9 9,6;WJL GLgnecandscalcd `*IMPORTANT— FURNISH THIS DRAWING TCbdtIL^llcc€aN RAGi6G RSdtNCLJiW 4NGdT4dfnJNStTAL-LERS Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or 810, as applicable. Apply pates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to 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 PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e, listing this drawing indicates acceptance of protessionag 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. For more information see this-ob's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or:SBCA:w,wi.sbcindust .coin;ICC:www.iccsafe.or Gable Stud 'Reinforcerient< Detail ASCE 7-101 160 mph Wind Speed. 15' Mean Height,' Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C,'Kzt = 1.00 Ori 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 2x4 Brace (1) Ix4 'L' Brace x (1) 2x4 'L' Brace 1( (2) 2x4 'L' Brace xx (1) 2x6 'L'.Brace x (2) 2x6 'L' Brace x Bracing Group Species and Grades, Gable Vertical No Spacing Species I 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 S ruce-Plne-Fir Hem-Fir n #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' g1 / p2 Standard #2 Stud Ur #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 U u[ Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' f1 r Standard 3' 8' 4' 11' 5' 3- 6' 7' 7' V 8' 11' 9' 6' 10' 4' .:Ill 1' 14' 0' 14' 0' Douglas Flr-Larch Southern Pine- #1 4' 0' 6' 8 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 1 12' 9' 14' 0' 14' 0' #3 43 J S P #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 Standard Standard #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' cov 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' .Standard 3' 6' 4' 7- 4' 11' 6' 2' 6' 7' 8' 4' 8' Ill 9' 8' 10' 4' 13' 1' 14' 0' Group Bi _ S r #1 / #2 4' 5' 7' 6- 7' 9' 8' 10, 9' 3' 10' 7' Ill 0' 13, ill 14' 0' 14' 0' 14' 0' Hen-Fir .P _ r #3 4' 2' 7' L' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' #1 6 Btr U u Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' #1 O I� Standard 4' 2' 6' V 6' 5' 8' 1' 8' 8' 10, 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' Dou us Fir-Larch Southern Pine... #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 S P #2 4' S' 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' I' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14, 0' Ix4 Braces shot[ be SRB (Stress-Rated Board). QJ r-I D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' to, 11' 13' 4' 14' 0' 14' 0' 14' 0' ...For Ix4 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 d r r #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' '10' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' values may a be used with these, rades. #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 Notesi u U I I 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. Of II Standard 4' 7' 7' 0' 7' 5'• 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Provlde uplift connectlons for 75 plf over X #1. 5' 1- 8' 5' 8' 8' 9' I1' 10' 3' ill 9' 12, 3' 14' 0' 14, 0' 14' 0' 14' 0' continuous bearing (5 psF TC Dead 'Load). d 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' Goble end supports load from 4' 0' out[ookers , #3 4' 9' 7' 4' 7' 10' 9' 8' 10' L' 11' 7' 12' 0' 14, 0' 14' 0' 1'14' 0- 14' 0' with 2' 0' overhang, or 12' plywood overhang. �I D P 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 1 4' 7' 6' 6' 1 6' 11' 1 8' 8' 1 9' 3' 1 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Symm{{^^ Attach 'L' braces with 10d (0.128'x3.0' min) malls, Aboutj� - i i 31( For (1) 'L' brace, space nails at 2' o.c. able Truss In 18' end zones anci.4' o.c. between zones. ➢lagonal brace option, ..)K)KF'or (2) 'L' braces, space malls at 3';mc. vertical length may be T - In 18' end zones;and 6' o.c. between zones. doubted when diagonal 18' X 'L' bracing must be a minimum of 80X*of web brace Is used. Connect L I member length. diagonal brace for 600# •L• -I{- ' at each end, Max web j' Brace Gable Vertical Plate Sizes total length Is 141. I 31 X Vertical Len th No S Uce 2x6 DF-L #2 or I Less than 4' 0' 2X3 better diagonal �' }I Greater than 4' 0', but 3X4;, Vertical length shown brace) single 18, less than 11' 6' or double cut X + Greater than IV 6' 4X4 In table above. 45' (as shown) at 1 t Refer to common truss design forril it upper end. peak, splice, and heel plates. ' ontinuous Bearing 1 101 /fl'; ngth. notRefenddressedr to the ➢bly Building Designer delgani`r for conditions Connect diagonal at 6,hie midpoint of vertical web. Refer'to chart above for .aVARNINGw READ AND FOLLOV ALL NGTES-DN THIS•DRAVDIGI REF ASCE7-10-GAB16015 ..W.RTANT.w FURNISH THIS DRAVING TII ALL CONTRACTORS INCLUDING THE INSTALLERS, s`\Q� �C,E '��'' Trusses require extreme care In fabricating,harating,-shipping,Installing and bracing. Re£e7 to and follow the latest edition of SCSI(Budding Component Safety Information,by TPI and SBCA)f.,,,.afety r,f�}✓•• \ DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing par aCSI. .�q� � unless oted otherwise,top chord shalt have properly attached structural sheathing d bottom chord -„� .,(f DRWG A16015ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs _ j,'( d ��� shall have bracing onaInstalled per BCSabove sections on th j or DB10,etails, as applicable. Apply plates to each face of truss and position as shown above and a the Joins Detdllc,unless noted otherwise, -/,AT, Hr+ Refer to tlrawlnas 160A-2 for standard plate positions. ::p /A Alpine,a division of ITV Building Components Group Inc.shall of be responsible for any deviation from ;5q �cv 'v. AN rrW COMPANY this drawing, y failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, r't�1 £31 h bra'° MAX, TOT, LD, 60 PSF Installation 4 bracing f trusses. `'"� Fy \a i A seat on this drawing or cover page listing this drawing,Indicates acceptance of professional, engineering respamsibIlty safely for the design shown. The suitability and use of this drawn ryiy•yl� /jp( l}�s.�`�\�\\ for any structure Is the r•espons(It of the Building Designer per ANSI/TPI 1 See8 Earlh133BBCakaMrant O6DD4H Far nrive o¢Infornatlan see this Job's general notes page and these web sites, N ALPINE,r w.alpineltwcom,TPI,www,tpinst.org)SBCA,www.shcindustry.orgl ICC.www.lccsmFe.org MAX. SPACING 24.0w Gable Stud Reinforcement Detail ASCE 7-10i 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 Ori• 120 mph Wind Speed, 30' Mean Height, Partially•Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) lx4 'L' Brace K. (1) 2x4 'L' Brace x (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace ■ (2) 2x6 'L' Brace xv Bracing Group Species and Grades) Gable Vertical No Spacing Species I Grade Braces Group A Group'13 Group A Group B Group A Group B Group A Group B Group A Group B Group At S S #1 / #2 3' 8' 6' 3 6' 6' 7' S' 7' 8' 6' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' ruce-Pine-Fir Hem-Fir #I / 02 Standard 1 #2 1Stud - S P F#3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' 1 #3 1 S u 1 1 a3 JSt.md.rd O u Stud 3' 6' S' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' I' 11' 2' ill ill 13' 7' 14' 0' I� Standard 3' 6' 4' T 4' I1' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' Dou las Flr-Larch Southern Plnexxv QJ #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' it, 9' 12' 2' 13' 11' 14' 0' #3 #3 —j S P #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14, 0' Stud Stud #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' B' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Standard Standard ouu D F 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 U C Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' it, 9' 7' 12' 2' 13' 0' Group Bi S P r #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 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' 01 4 Btr u H F Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' ill 10' 4' 13' 1' 13' 7' 14' 0' 14, 0' p1 O I II Standard 4' 0' S' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10, 12' 8' 14' 0' 14' 0' Dou las Fir-Larch Southern Plne.rx #1 4' 5' 7' 3' 7' 6' 8' 7' 1 8' 11' 10' 2' 10, 7' 13' 5' 13' 11' 1 14' 0' 14' 0' at a1 S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 1 10' 6' 13' 3' 1319, 14' 0' 14' 0' a2 a2 03 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13, 3' 14' 0' 14' 0' Ix4 Braces shall be SRB (Stress-Rated Board). .--i D F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' ---For Ix4 So. Pine use only Industrial 55 or Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' ill 0' 11' 9' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B S P F #1 / 42 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 wades. d 03 4' 5' 1 7' 7' 8' 1' 9' 2' 9' 6' 10, ill 11' 5' 14' 0' 14' 0' 14' O' 14' 0' Gable Truss Detail Notesi Lf u F 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. O �I Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, Ill 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' Provide uplift connections For 135 plf over X #1 4' 10' 8' 0' B' 3' 9' 5' 9' 9' Ill 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing C5 psf TC Dead Load). d S P #2 4' B' 7' 11' 6' 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 Ru #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. c--I D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' S' 6' 1' 6' 5' 8' 1' 8' 7' 10, 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' Symm 1^ Attach 'L' braces with 10d (0.128'x3,0' min) nails. About) able Truss 31E For (1) 'L' brncei space malls at 2' o.c. In Is' end zones and 4' o.c. between zones. Diagonal brace option,b T na 18'2end,zones braces, and 6'space o.c.nails between3 zones. vertical Length may be I doubled when diagonal IB' 'L' brocing must be a minimum of 80% of web brace Is used. Connect L I member length. diagonal brace for 690# I 'L' 1I-• at each end. Max web Brace Gable Vertical Plate Sizes total length Is 14'. 31E 31E Vertical Lem nth No Splice 2x6 DF-L #2 or Less than 4' 0' 2X4 better diagonal 'r' Greater than 4' 01, but 4.4 brace) single Less than 12' 0' Vertical length shown I 16' � In table above. or double cut 45' (as shown) at L 1 + Refer to common truss design for upper end. peak, splice, and heel plates. ontinuous Dearing Refer to the Building Designer for conditions Connect diagonal at IIIIINIIII not addressed by this detail. midpoint of vertical web. Refer to chart above for max gm\(�le rt1(L+M, length. ..WARNINGIu READ AND FOLLOW ALL NOTES ON THIS DRAVINGI ��.°` r�'4,,, REF ASCE7-10-GAB16030 rDIPORTANTo FURNISH THIS➢RAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `� Trusses require extreme care In fabricating,handling. hipping,Installing and bracing. Refer to and E.l the latest edition of BCSI(Bunding Component Safety Information,by TPI and SBCA)for safety � �(j ��'� �,�� DATE 10/O1/14 follow l \� practices prior to performing these functions. Installers shall pravide temporary bracing per BCSI. Z f \ Unt ss noted otherwise,top chord shall have properly attached structural heathing and bottom chord DRWG A16030ENC101014 shall have a properly attached rigid ceiling. Locations shorn For permanent lateral restraint of webs ri ��f� n� shall have bracing Installed per BCSI and an the J or H10,as applicably. Apply plates to each face Q IILI1== IUUUVVvl llll ll�� of truss and drawings 1 D as shorn above and t. the Joint Details,unless noted otherwise. Refer to tlrarinps 160A-Z Far standard plate poslLlons. Alpine, divlsbn of [TV Hulltling Components Group Inc shall at be esponslble for on deviation from ATE OF AN fTW COMPANY this drawng, y failure to bund the truss In conformance with ANSI/TPI 1,or for handling,shipping, �.p Q Installatlan It any of trassys. ,C• MAX. TOT, LD. 60 PSF A seal this d•owl g or cover page listing this drawing,Indicates acceptance of prof ess#xal o nglneering responsibility solely for the design shorn The suitability and use of thds drawing ' �,(• (� •(���\ for any structure Is the resporrJWUty of the BuRtling Designer per ANSVTPI 1 Sec2. ''n� Earth City, M nl3 45 Jo general notes page and these web sites to Earth Cily,M063045 Far Is Information see this job's \��• - ALPINE,rwr,alpinW ,c troml TPH vr,tpinst.orgl SBCA,rrrshclndustry.orgl IC6 rw.lccsafv.org ��(� \\ MAX, SPACING 24,0' Gable Detail For Let-in Verticals Gable Truss Plate Sizes About + Refer to appropriate Alpine gable detail, for minimum plate sizes for vertical studs., +QRefer'to Engineered truss design for 'peak, 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 + E 2X4 Length xample- typ• 2X4 2X8 'T' Reinforcement Attachment Detnll 'T' Reinforcing 'T' Relnforcing Member Member Toe-nall - Or -1 End-nall / + + To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' Increase by length (based onappropriate Alpine gable detall). Attach each 'T' reinforcing member with End Driven Nails, Maximum allowable 'T' reinforced gable vertical lOd Common (0,148'x 3,',min) Nalls at 4' o,c, plus leng:h Is 14' from top to bottom chord. (4) nails In the top and bottom chords. 1 'T' reinforcing member material must match size, Rigid Sheathing Toenalled Nallsr specie, and grade of the 'L' relnforcing member•. 10d(4) Common (In the Toenails at 4'chords. plus eb Length Increase w/ "T' Brace - 4 Noll (4) toenails in the top and bottom chords. 'T' Relnf. 'T' 'T, This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load, 2x4 30 % Member ASCE 7-05 Gable Detail Drawings Example- 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = f20 mph Gable Nulls A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o,c. SP #3 4' o.c. Ai1515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Relnforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From-Above) 30% = 1.30 A1153DENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPED101014 Maximum 'T' Reinforced Gable Vertical Length •• 1.30 x 8' 7' = 11' 2' . See appropriate Alpine gable detail for maximum,unreinforced gable vertical length. 4 Nall I Celling ' ..IMPORTANT:.FURNISH THIS DRAVING TO ALL CONTRACTORS IMCLAD AND FOLLOW ALL MTES ON THISW GVTTHHEI INSTALLERS, .�`��� _ ��''�,, REF LET-IN; VERT Trusses require extreme core In fabricating, g.shipping, g g• � _���T, 9u ng,handling,shl In installing and bracing. Refer to and follow the latest edition of BCSI(Bulding Component Safety Information,by TPI and SBCA)for safety �` LL ))t+`' `�� DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary b-CIng per BCSI. ,�•L..+V /•., "�\ unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord �.. yJ= DRWG GBLLETIN1014 shall have a properly attached rigld culling. Locations shown for permanent lateral restraint of yetis p d �('I II''�� shall have bracing Installed per BCSI sections B3,B7 or B10,as op Icable. Apply plates to each Foce Nw-''..� }", IL---fJ� of truss and position as shorn above and on the Joint Details,unless noted otherwise. - .o L,- may` �- Refer to drawings 160A-Z for standard plate poslSlons. Alpine,a division of ITV Building Components Group Inc.shall not be responsible for any deviation from - AN 11W COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, - instollotlon t.bracing f trus.. - STATE.OF % MAX. TOT. LD, 60 PSF A l on this drawing cover page Listing this drawing,Indicates acceptance f professional nghr-,bv sPonsatity or for the design shown. The suitability and use of Skis drawling fT__11UR, FAC. ANY for any structure Is the responsbBlty of the Building Designer per ANSI/TPI I Sect, U� 'i•.{� t••' � .,fir13389 Lakefront Drive .!Earth Cily,M063046 For m re InFarmatlon see this Job's general notes page and these web sites- �i (` �✓ l �` AX, SPACING 24,0' 'ALPINE-r ralpineltw,con!TPD rrw.tpinct.aro,SBCAi w w•cbclnductry.oYgl ICO rrrJccsafo.org 1 • l 1) 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, 807 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 �K)�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') naps 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 xxw 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 12 3X4 Palle 12 Max,� spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip �-- 8-0-0 max -� Bottom Chord Bottom Chord End Detail Joint Detail Valley Valley 4X4 Toe-nailed / 12 o m n T-usses 12 Mr35 - t 2 " o, , /Z& 1X3 ll S t 6-0-0 �`�� a 4 X4 SPL (Max Spacing) 1X3 2X4 Q pG��O SQ Common Trusses 20-0-0 C++) I Partial Framing at 24' o.c, Plan Supporting trusses at 24' o,c, maximum spacing. ,ullluuuuugt -IMPORTANT..FURNISH rrus m°AVN°iNc oLDAVL�cDNiR°iAc�roR°Ns ITr°c�uDlnc�'I"n"3e n+srauERs �`� All '��r . TC LL 30 30 40PSF REF VALLEY DETAIL 4a ....,�Y, . Trusses require extreme core In fabricating,handling,shipping,1-tailing and bracing. Refer to and ` iollor the Latest edition of BCSI(Budding Component Solely Infarnatton,by TPf and SBCA)for ,let, ��qv A,�•t':-'•;�t�. ``.., S„n, ''-TC DL 20 15 7PSF DATE 10/01/2014 pr ctices prior to performing these funciions, Installers shall provide temporary bracing per BCSI. .C.l i ' unless noted otherwise,top chord hall have properly attached structural sheathing and bottom chord _� { /'..vim 1''i^=BC DL 10 10 10 PSF DRWG VAL160101014 shall have properly atta[hed rlpld ceiIng• Locations sham for permanent lateral restraint f webs IILII fl PO V have shall bracing InstoLled per BCSI sections B3,B7 or BID, applicable. Apply plates to each face d of truss and position as shown nbova d on the Joint DetalLs,unless noted otherwise. _ v /' .BC LL 0 0 0 PSF RaFer to d...Ing.16CA-Z far standard plate posltlons. Alpine, division of ITV Bullding Components croup Inc.shag of be ponslbLe for y de.lntmn from n ,t � r. TOT. LD, 60 55 57PSF AN 1TW ODMPANY this drawing, y Fnllure Lo build the truss In conformance with ANSI/TPI 1,or for handling,shipping, T/ t i (�r ,t Installatlon 6 bracing of trusses. ,,, raw P r, A seal on this ding-cover page Usti ng this drawing,indicates acceptance of professional � mgheerig resp...DyBty solely for the design shown. The suttabllty and of this drawing f JjUR.FAC.1.25/1.33 1.15 1.15 for any stuc rhre Is the responsibltty of the Boldi ng Beslgrer per ANSI/TPI 1 SeC.B, ' q°', '„v�" �f, 130B9 Lakefront Drive For n e e Information a this Job's general notes page and these web sltesi '/�j,'. _•'"'-'•�^^ (: Earth City,M063045 ALPINE w..nlpineltw.eani TPl w—tpinst.org,SBCA,w w.sbclndustry.org,ICC,wrw,leesafe,org '`_'Li'��`' SPACING 24,0' Piggyback Detail - ASCE 7-101 160 mph,; 30' Mean Height, En(l_ods. ' d:,. Exposure C, Kzt=1;00 ' 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp C, Wind DL= 5,0 psf (min), Kzt=1.0.. ' Or 140 mph wind, 30,00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1,0.� Note, Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. •The building Engineer.of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends, Maximum truss spacing Is 24' o.c, detall Is not applicable If cap supports additional loads such'as cupola, steeple, chimney,or drag,strut loads. xx Refer to Engineer's sealed truss'design drawing for piggyback and base truss specifications. Detail A Purlln Spacing = . 24" oic, or less 1 Piggyback cap truss slant nailed to all top chord 12 purlln bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 03 grade scab Up to 12 (1 side only at each end) attached with 2 rows of lOd box malts (0.128'x3') at 4' o,c. 4' 2' 2. 4' Attach purlln bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). 2' The top chord #3 grade 2x4 scab may be replaced Purlln Spacing = with either of the followings (1) 3X8 Trulox 24' o.c, max plate attached with (8) 0,120'xl.375' nails, (4) Into cap TC & (4) Into base truss TC or (1) 28PB wave plggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl,375' nails, Note, NaILing thru holes of Top Chord Scab (Typical Each End) Flat top chord purlins required at both wave plate Is acceptable. ends and at 24' max o,c, spacing In between, ction Detail B P u r l i n Spacing > 2 4' o,c, x In addition, provide conge methods- Piggyback with one of the followln _ cap truss slant nailed to all top chord purlln Trulox bracing with (2) 16d box nails (0.135'x3,5') and secure top Use 3X8 Trulox plates for 2x4 chord member, and chord with 2x4 #3 grade scab (1 side only at each end) 3X10 Trulox plates for 2x6 and larger chord attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c, members, Attach to each face a 8' o,c, with (4) 0.120'x1.375' nails Into cap bottom chord and (4) Attach purlln bracing to the flat top chord In base truss top chord. Trulox plates may be 12 using a minimum of (2) 16d box nails (0,135'x3,5'), staggered 4' of Front to bock faces. Up to 12 APA Rated Gusset 8'x8'i0/16' (min)'APA rated sheathing gussets (each face). Attach @ 8' o.c. with (8) 6d common (0,113'x2') naps per gusset, (4) In cap bottom chord and (4) In base truss top.chord, Gussets 4' 2, . 2' 4' may be staggered 4' o.c. front to back faces. © 2x4 Vertical Scabs 2' 2x4 SPF #2, full chord depth scabs (each face), Attach @ 8' oz. with (6) lOd box nails (0,128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord, Scabs may be staggered 4' o.c. Front to back faces. 'Purlln Spacing ) 28PB Wave Piggyback Plate max One 28PB wave plggyback plate to each face Full - @ 8' o,c. Attach teeth to plggyback at time of Top Chord Scab (Typical Each End) Chord Flat top chord purlins required at fabrication, Attach to supporting truss with Depth both ends, purlln spacing ) 24' o,c. PI) 0ba0 k 1 antes nails n be face aa per ply. ggy p y staggered 4' o.c. front Notes If purlins or sheathing are not specified on the flat top of the base to back faces, truss, purlins must be Installed at 24' o,c, max. and use Detall A. �a.}�lhlirilflljj ..VARNINGirx READ AND FOLLOV ALL NOTES ON THIS DRAVINGI - ������ L q�lsr,, REF PIGGYBACK rwlNP6NTANTwx FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In Fabricating,handling,shipping,Installing and bracing. Refer to and /� .�� fallow the atest editlon of BCSI(BuRdIng Component Safety Information,by TPf and SBCA)for safety � \GE,'� f � DATE 10/01/14 practices prior to performing these functions. Installers shop provide temporaryy bracing per BCSI. _ S �' Unless noted otherwise,top Nord hall have properly attached structural heathing and'botto,chord \" n shall nave a properly attached igid telling• Locations shorn for permanent lateral restraint of eb's N ,o•�{ DRWG PB160101014 ALP �J shah have old p*11 Instated Per BCSI rand on time J or Big,ac applicable. Apply plates to each Faco III f��� of truce and ocl<160 as shorn above and on the Joint Deta Mc,unlec6 noted otherwise. wl 1 Beier to drawings 160A-Z for standard pia to,positions.A 1pine, i division Fall—to Building the Components In Ge—Formance all not be with ANSVTPI 1.or e for forhanding eshippingviation from 'V l TA�•,r OF AN fTW COMPANY this drawing,any C Installation 6 bracing of trusses. A sea this dra.ing ver page listing this drawing.Indkates acceptance of professional ergineering respalbillty solely F or the design sham. The suitability d rawin of this dg �F r,s ' for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Sec2 73389 Lakefront Drive for more information see this Job's eneral notespageY.ffTT,ppt�� t`\+ Eadh City,RT063045 ALPINE,rrr.alpineitw.comi TPA wrr,tpint.orpl SBCA,wrrsbel ustry.orgielCC,wr.iccca�fe.org rA�y/[�(lA �` ,1�kmv SPACING 24,0' fN llllllllll1l11 P r 9 Il Hip Frame Details Hip Frame W4X4, Min, B Common 24" Trusses 'TYp, W1.5X3 Typ. Er Stepped Hip N. System Trusses 2x4 Chords 2x4' Purlins Setback n c #1 Hip Pitched and Sheathed Chord Area IRI Hip Framew --- -------------------------------- ----------------------- -- B Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0.131'x3.5" nails W3X4, Min, Hip Frame, 'R' Bottom chord of hip frame to be attached to #1 hip with 0.131'x3,5" nails 2 6' o•c, maximum spacing. Hip frame stops at plumb cut of 73 Hip Frame jacks to maintain pitch continuity, S e C t I O f'1 B ]3 —B Hip frame lumber is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better. See Engineer's sealed design for setback, Lumber, plating, loading, and duration factor required. Li I 'R' Hip frame chords may be trimmed up to 2" to fit. . purlins must be intact and properly attached, E-- Setback �-- Stepped Hip System Trusses Use this detail for: ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated. Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber, Structure anets must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hi\R�a�L4 ��hr�Clins. swVARNINGD READ AND FOLLOW ALL NOTES EN THIS DRAVINGI REF HIP FRAME —IMPORTANT rw FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ,�'j '�i Trusses require extreme care In fabricating,handling•shipping,Inst""g and br-g• Refer to and \_`! fallow the latest edition of SCSI(Building Component Safety Informatlon,by TPI nntl SBCA)for safety NO ,,� \� DATE 10/01/14 practices prior to perFarning these functions. Instalters shal provide temporary brndng per BCSI. = - Untess noted otherwise,top chord shall have properly attached structural sheathing and bottom chord DRWG HIPFR1801014 shall have a properly attached Hold celling. Locations shorn Far pe-anent latera re.trant of webs, - ` - ��� shall have bracing Installed per BCSI sections the J or B10,ns apptics no Apply plates to each Face - /-I,C/ ` d i� f truss and poslSlon as shorn above and an the Joint Betake,unless noted otherwise. S+ A E OF - Refer to drawings 16OA-I for standard plot.positions. =.Q Alpine, division of ITV Bullding Components Group Inc.shall of be responsible for any deviation from 9 � AN nw COMPANY this drawing,any fallure to bWtd the truss In conformance with ANSI/TPI 1,or for handling,shipping, O r- Instatatlon 6 bracing f trusses. A seal on this drawing or cover page listing this dra.Ing,Indicates acceptance of professional * engineering responsl6Nty solely for the design sham. The sult altlty and use of this drawing y L"y7�*///�{qJ� Eareh City.MO 60045 for any strucFarr more Informam tionmsee this Job's generale noot s P BeAand theseSw 6-it--- 4,HA�JfAdia ALPINE-wrr.alpineltr,coni TPI,wrw.tpinst.org,SECA,www..b.Mdustry.org7 ICC,—Jccsafe.org CLR Reinforcing Member Substitution T-Reinforcemeht This detail Is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf, l Is specified on a truss design but an alternative web L—Reinf orceme6t: or reinforcement method is desired, L-Reinf, Apply to either side of web narrow face. Attach with 10d (0.128'x1l)',min) nails at 6' o,c, Reinforcing member .Is Notes: a In 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 reinforcement type, T-Reinf. L-Reinf, Web Member Specified CLR Alternative Relnforecement SCOb Reinforcement: 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. Attach with 10d (0,128'x3.0',min) naps 2x6 1 row 2x4 1-2x6 at 6' o,c. Reinforcing member Is a 2x6 2 rows 2x6 2-2x4()i0 minimum 807 of web member length, 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OK) 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, 00 Center scab on wide face of web. Apply (1) scab to each face of web, —VARNINGde READ AND FOLLpV ALL NOTES 1N THIS DRAVIND \\\\ "`E/ TIC ILL PSF REF CLR Subst. eeIHPMTANT—fl1RNISH TIES DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ���M MYI�L;Ti Trusses quire extreme care In Pobricating,handling, hipping,Installing o d bracng. Refer to and 'T i folio•the latest edition of SCSI(Building Compon¢nt Sofety Infornotlon,by TPI and SBCA)for safety Q' qq,� TC DL PSF DATE 10/01/14 pr ctices p Iw to perforning these functions. Installers shall provide temporary brodng par BCSL `� \� /YS� �� unless noted otherrlse,top Chord shall have properly attached structural sheathing and bottom or, C DL PSF DRWG BRCLBSUB1014 shop have a properly attached rigid telling. Locations shoen for permanent lateral restraint of ebs aIT 11--1J� r� pF tlrhas¢bracing Installed p¢r BCSI cectlons H3,g7 or BIG,as aWpllcabl¢. Apply plots to each face `A $�', ILL PSF III II�u— II'Imo`-' amd position as shorn above and on the Joint petals, less noted otherrlse. 7( Referuto'rae gs 160A-Z for standard plate positions. / / - Alpine, division of ITV Bullding Components Group Inc.shall t b responsible for y devlation from - �/^$�. SOT, LD, PSF AN(TW COMPANY tNs draNng,any Fa,ur to build the truss N conformance rlth ANSI/TPI 1,or for handling,shipphV, .fl Y A Installation bracing f truss¢s. OF A 1 on this A^oeing o—cover page gstbg this d—Ing,VAcotes eptance of professloml DUO, FAC, ; neering respomdloillty solely for the design shorn. The suitability and use of this draeing ' 13389 Lakefront Drive For any structure Is the responsib0.ity of the Building Oedpner per ANSVTPI I Sect y6 Earth Cit.MO 63045 for more InFornatlon see this W.general notes page and these•eb sites fsfff�7 p SPACING Y ALPINE,v r.alpineltz.can)TPI,s.e.tpinst. gl SBCA,.e•,cbclntlustry.orgl ICO a Jccsafe.org y t. 1 ?\��}� \�' /ylllll1111111111111\\ lit Cracked or Broken Member Repair Detail Load Duration = 07 This drawing specifies repairs for a truss with broken chord Member forces May be increased for Duration of Load or web member. This design is valid only for single ply trusses with 2x4 or Maximum Member Axial Force 2x6 broken members, No more than one break per chord panel Member Size L SPF-C HF DF-L SYP and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. Web Only 2x4 12' 620# 635# 730# 800# (B> = Damaged area, 12' max length of damaged section Web Only 2x4 18' 975# 1055# 1295# 1415# (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and Web or Chord 2x4 975# 1055# 1495# 1745# sp ecI s as damaged member, Apply one scab per face, 24' Minimum side member length(s) = (2)(L) + (B) Web or Chord 2x6 1465# 1585# 2245# 2620# Scab member length (S) must be within the broken panel. Web or Chord 2x4 1910# 1960# 2315# 2555# Nail into 2x4 members using two (2) rows at 4' o,c„ rows staggered, 30° Nail Into 2x6 members using three (3) rows at 4' o,c„ rows staggered. Web or Chord 2x6 2230# 2365# 3125# 3575# Nail using 10d box or gun nails (0,128'x3', min) into each side member. The maximum permitted lumber grade for use with this Web or Chord 2x4 36' 2470# 2530# 2930# 3210# detail is limited to Visual grade #1 and MSR grade 1650f. Web or Chord 2x6 3535# 3635# 4295# 4745# This repair detail may be used for broken connector plate at mid-panel splices. Web or Chord 2x4 2975# 3045# 3505# 3835# 42° This repair detail may not be used for damaged•chord or web Web or Chord 2x6 4395# 4500# 5225# 5725# sections occurring within the connector plate area. Broken chord may not support any tie-In loads. Web or Chord 2x4 48° 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# s Minimum L Distance B L 1111. L L 4' o.c s Typical F-- L + O + 0 + 0 + O L \ L Distance —� 2' f Stagger L + = Back Face 10d Box (0,128' x 3', min) Nails: 0 = Front Face 2x4 Member - Double Row Staggered IE 2x6 Member - Triple Row Staggered Nail Spacing Detail ;ti! ����a " /� L I ..VARNINGI..READ AND FDLLDV ALL NDTES a THIS DRAWING! �` °;.� REF MEMBER REPAIR IPD..DRTANT..FURNISH THIS DRAWING TO ALL CDNTRACTDRS INCLUDING THE INSTALLERS. (� a� Trusses require extreme care In fabricating,handling,shipping,Installing and braclmg. Refer to and \ l7[(� folio.file latest¢tlltlan of BCSI(Bung Component Safety Infornatlon,by,TPI and SBCA)for fety ` ,,,,s DATE 10/01/14 practices prior to performing these functions. Insto"_s shall provide temporary bracng per BCSI. NO, �' t UnleBs noted otherwise,top chord shall have properly attached structural sheathing and bottom chow DRWG REPCHRD1014 a shall nave a properly attached rigid celling. Locatlons shown far permanent lateral restraint of webs �f=y� shall have bracing Installed per BCSI sections the J or De;as unless no Apply plates to each face ALP IILIrL—JJ 1 lul�\`V III of truss and position as shorn above and n the Joint Details,unless noted otherrI, Q N;i'E p� V Refer to drawings 160A-Z for standard plate positions. $ H Alpine,a divislon of ITV Bullding Components Group Inc shall not be responsible for any deviation from fT i AN WCOMPANY this drawing,any Failure to build the truss In conformance with ANSI/TPI 1,or far handling,shlpping, � i F Installation 6 bracing aF trusses. tt A seal thLs d-nring cover page listing this drawing,Indicates acceptance of professional ,,BOA" 4 O W 5 nglneerIng respbnsibillty solely for the design shown• The sWtobllty and of tNs drawing / S• fr,\ Drive for any structure Is the responslbRlty of the Bullding De t.Designer per ANSI/TPI I Sec 2- Earth Clitty,kefront MO 633045 For more Information we this•Job's general notes page and these web sIt... " ttt` ALPINE,www.alpMeitw.coml TPD www•tpinat.orgl SBCA,rrw.cb fe.ar clndustry.orgi ICC,wwwjccsog l/11 41 0ttt SPACING 24,0" MAX THIS DETAIL APPLIES,TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O,C, MAX, STANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING AND 1OPSF MAX, CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET D❑ NOT USE THIS DETAIL FOR, 1, STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). 2. INTERIOR'.BEARINGS AT ANY LOCATION ON THE TRUSS, , ' :3: LOADS IN EXCESS OF IOPSF CONNECTED TO THE,FALSE FRAME, 4. DRAG'LOADS CONNECTED TO THE FALSE FRAME, 5, TOP CHORD APPLIED FALSE FRAMES. 6. LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL. A ii 7, VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'—O'), FILLER—, -----1gj 8, FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS, 4' 0' GC MAX. LENGTH TO TRIM 1ILLER EXISTING FILLER NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES GENERAL NOTES, NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING- REQUIREMENTS MAY — USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, FRAME CHORDS. SHOP APPLIED — USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR USE. AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL C❑NNECTION, FALSE FRAME WEBS, — USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH — LOCATE VERTICALS AT 4' 0' ❑,C, MAX„ ❑R SEE NEXT OPTION. VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, IF FALSE FRAME CHORD ISS THE SAME SIZE AND GRADE AS THE BOTTOM CHORD IF NEEDED, A 2x4 FALSE.FRAME BOTTOM CHORD MAY BE SPLICED WITH AN + ❑R — 12' OF THE PANEL POINTS ALONG THE BOTTOM STRUCTURAL CHORD, THEN VERTICALS MAY BE D WITHIN — ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN _ (4' MAX, PANEL LENGTH). ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE), x APPLY REQUIRED BRACING (SEE BELOW), — OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX, FIELD APPLIED FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), — PLACE FALSE FRAME CHORD IN—PLANE WITH THE TRUSS, — CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM FRAME CHORD, TO BE PLACED AT EACH END IN•ADDITI❑N TO ABOVE REQ, CHORD OF THE ORIGINAL TRUSS, SINCE MANY FACTORS AFFECT THE — JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS-WITH (3) 10d BOX NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND (0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN, VERTICAL BLOCK) LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A — MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE Sd NAILS'(0,113x2,5') P_ 3"O,C, AT THE FALSE,FRAME HEEL JOINT IF BRACING EXCEED 10'-0' O.C. FOR A SINGLE—PLY TRUSS BOTTOM CHORD. DESIRED, REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING — VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD (0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME TRUSS ATTACHED 'WITH 4 NAILS). CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED — IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' DIRECTLY TO THE FALSE FRAME CHORD. BRACING -MATERIALS AND THEIR LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE PER THE LATEST VERSION OF ANSI/TPI, FACE ONLY). wrVARNINGIww READ AND FDLLDV ALL NOTES DN THIS DRAWING! wwINP�2TANTsw FURNISH THIS DRAWING M ALL CGNTRACTURS INCLUDING THE INSTALLERS. ����� Al �f';' REF BC FILLER Trusses require extreme care bl fabricating,handling,shipping,Instalung and b...Ing. Refer to and ` CE1` ,✓fall..the latest edition of HCSI(Buading Component Safety Information,by TPI d SBCA)for saf<ty Q' ,�',i. �'" DATE 10/01/14 practices prior to performing these functions. Installers shall provide tenporary bracing per SCSI. Unless noted otherwise,tap chord shall have properly attached structure he.thing and bottom chord N t _ DRWG REPBCFIL1014 shall have a properly attached 191d cellNg, Locatbns shorn For permanent lateral estrent of ebs y' d ���F� II I s„all have bracing Installed per BCSI sections H3,B7 or Blg, s applicable. Apply plates to each face IUUUI\\\\\VVVVVVI IIII III F`�_, of truss ,,d p..Itl.n as horn bova and n th¢Joint Details,untess noted thernls¢, N'C Refer to drawings 160A-2 for standard plate posltbns. / Alpine, division of ITV Building Canppnents Group Inc shall not be responsible for y deviation from / At." ;))C' y — AN fTWCOMPANY this drawing. y failureto build the truss In conformance with ANSI/TPI I,or far handling,shipping, A Installotlan 6 brocing f trusses. AACw: A seal on thb drawing or cover page listing this drawing,Indicates acceptance of slanal �/` e ngtierrino responsdllty solely fr the design shown. The suitability and use of thisdrdr•awYp V,� G R,VV ,`'V. for anY structure Is the responslslty of the Building Des,9ner per ANSI/TPI 1 Sec2 'L� 1\$ 13369 Lakefront Drive �� C� For more Informatlon see this Job's general notes page and these web sites. ',r l 1I!n Earth Cily,M063046 ALPINE rrr.nlpineltw.conr TPD rwr.tpLnst.orol SBCA-rrw.sbc,nd..try.org)ICO rrWccsofe.org / �� Iv f+l4-t•`�att� 111111111. ' � iA 1. tb SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft mean hgt, located anywhere in roof, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf; wind BC DL=6,0 psf, Kzt = 1.00, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3,0', min) nails at 8' o.c, plus clusters of four nails where shown in figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species, NOTE: Add 210# uplift (max.) to reported truss uplift for wall connections, 12 2 TO 12 � '3L L 24' MAXIMUM \\\aNYli1 t A495M,µ„��� uVARNINID.w READ AND FTILLDV ALL NOTES ON THIS DRAVINGI \\ r� WKPORTANTr.FURNISH THIS CRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `,`�J �A.°� TOTAL TOP CHORD REF 2X4 SCAB O.H. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing, Refer to and Cj G'tlS -N(� LOAD NOT T❑ follow the latest edition of SCSI(BuAding Component Safety Information,by TPI ana sgcm for safety Q' �N F �� DATE 10/01/14 Practices prior to performing these functions. Installers stall provide tenpprary bracing per acst. w, :EXCEED 40 PSF Unless noted otherrlse,tap chord shall have properly ottached structural sheathing and bottom chord — N� �i shalt have a properly attoched rigid telling. Locations shorn for permanent lateral restraint of webs — CDEAD PLUS LIVE) DRWG ❑HSCB2X41014 ALP shall have hrndng Installed per above sections the B7 at BIO,as applicable. Apply plotes to each face = /� F truss nd pposition s shorn above and on the ion.. Details, Necs noted otherwise. Refer to drawings 160A-Z for standard platepositions. //- E OF Alpine,—Ovislon of 1TV Dullding Components Group Inc shall of be responsible for any deviation from - .S/, Q AN RW COMPANY khis drawing,any Fnllure to build the truss In conFornance with ANSI/TPI 1,or For handling,shipplmg, 0 Installatlan t.bracing of trusses. i 9� 4 ,�i. /.� A seal this drawing or cover page listing this drawbig,Indicates acceptance of professional -7 `V ngineer V responsh,Alty solely For the design shown The sultabAlty ama se of this"Ing �i� f �y�. a DUR, FAC. 1,15/1,25 for any structure Is the responsl,0.tty of the Dullding Cosigner per ANSI/TPI 1 Sec2 ; _ 4�� 133 Ear9LCity. .nl Dd- For more Information see this Job's general notes page and these web sites, '.53fA41Aj�1p IV A� \\\\\I\ ALPINE,rrr,alpineltr.coni TPC wwntpinat.orgi SECA,wrrsbclndustry.orgi ICG wwrJccsafa.org AI/ \\\ SPACING 24' 1 ' - " HANGER SCHEDULE mm . � 39'e' - - - � Q.a�a xowr soao.c xrmr Nx va Oa'-@"EIEV. 17.4' c 110 1T----i 2 4_ A - .. 4]A T➢ E A -yII1I.- ' ➢2G •' [CLL®pad W. lt11¢ a Iat ' LCOL 7 p.pL tfJ1L �10 .LL . r 9cnL id w acoL °a n W. T7� - - C _ � wANa ruM 1ss- Hama rAcm9 p � - .c] ma swmAm As¢7-,d aov iRil59 uAr a<Aousrls p.'0,o® 190 mIR 1•i0R 0.UWI01C If NE59MY ' �R 0 R00N IRI159 SPACWO 9 M s o HJl mBJl APPROV07TR99 ANCHOR9L8UU 1X4 WNINUN TOPANOBOTTON CH01109 E 7 E 7 :'. PIUNO NT OVERHANG I1 BJ6-ill- 4H IB A14G 8. All 1 — U BRG. UME59 HOLED AID OTHERWSE TYPICAL TRUSS END Au spAnxa n a4•nn¢¢Ar Aa snorx. A6, wT o9 Atrw tmlat9 rMwT. AUMtl07A0W rNOY 0a9 OpMG 1H9 OT¢WST B[xOMED aIMM 1�0 �5 SNMNT M - Al - mtad'OnmwTNn AxD ' • - N HO 9A¢nWi¢9 WLL 9C NONa9[p. A2 WARNING NOTE APPROVAL SIGNATURE ' AIA 1l wuaxunarrwaoDa�m riwa�iv�. .• ' - a uJncna n.0 mmn+w+Am renvou. . 1oa¢Amr amL xm x0an max maaA L ' n wpss.xn ap np¢�.axr pcoun.xa 4)1-w.o w wowruo NL xans Am.pINw9 A3 (K mmwurtouvowm uavnul A5 N ' A7 0 0 Al All RANEY COMPONENTS, AI' }I LLCC�� AIS v1 199190 Ad dace 91M. ^ m' .Afn.1Np rL N)]8 ,.1 OrFlCE:]]4-4a9-9499 ®C N iAX:]91-41B-7419 • A16 � ,' qEI-YAIL•TrvI4Wan10rdn. om onml°.can BIDE CIGE �- UI[ I"10 •X* y.•u 1;°x! 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