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HomeMy WebLinkAboutTruss Drawing RANEY COMPONENTS cover Sheet aney 19900 Independence Blvd. Order# j 0717J�C�I1EIItS,LLc Groveland,FL.34736 JOB# 136DCS084 Phone:(352)429-9429 ' Fax:(352)429-7429 w Printed: Tue, Nov 8 2016 F-Job Information: Address: — —-- ------------ Customer Name: CreekSide Lot 84 FOR Name and License Number., DR Horton 8505 Cobblestone Or Description: City,State,zip: 4EAB Aria"C"LL OL Fort Myers,FL —Loading Information: Roof Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 j 7 0 10 0 0 0 0 i Bldg.Code: Wind Sid: Wind Speed: Bldg.Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential-CAT II C MWFRC&\C&C MM Pages or sheets covered by this seal from:1 thru 30 Total 30 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO' # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 AS 7 A6 8 A7 9 A8G 10 A9G 11 B1 12 B2GE 13 C1GE 14 L01 15 L02 16 V1 17 V2 18 MV1 19 MV2 20 MV3 21 ER 22 EVA 23 EJ3L 24 BJ5 25 BJ5B 26 BJ3 27 BJ1 28 BAL 29 CJ7 30 CJ3L fr, Digitally signed by Manuel Martinez - � Manuel +,1'iE DN:c=US,o=ldenTrust ACES Business Representative,ou=M AND � �g �P 17 <E ASSOCIATES P.A.,cn=Manuel �4�� �� 8!. 'Martinez, .°• y °° ! r -0:9 2342 1"9200300.100.1.1=A010980 lart i n..ez 0000014B4CF8FE960000211 F �o )82 Date:2016.11.08 16:51:39-05'00' NO 047 E a � ern � • n.i,.ipmy SITATTE OF °• t `��, °° '411 I rk . roe SERIAL:9. 7f 00 00 0100 00 01 4b Oe Sc d1 ca 99 1c t0 36 TM:hem has Even ekarant-*ll (--nedand—IedEye Ma-1 Martinet, K.FIL.I.K.M477821 en SHAM avth4ntEtation code.. Prinmd code&of thk document arc not oan:idcred sIVn a and sealed and the S'-.A-!authenti:ationcodemetbe witiod-anyd,e trank Copies.. Page 1 of 1 FILE COPY Job Number: 136DCS084 Ply:l SEQN:677312/T8/COMN 4EAB Aria"C"ILL OL/DR Horton/4EAB Aria"C"LL OL Qty: 7 FROM:AH DRW: Truss Label: Al Wgt:224.0 Ibs / ... 11/08/16 710" 14'4"8 19'4" 2.' 309"7 123"8 388" + � '+ 6'5"15 '6" 6,4"8 _l F=5X6 �_-3X4E G 1,3X4 12 6 o (a) �3X6 i 3X6 D H n �3X4C (a) (a) 1-3X4 (a) (a) -4X6(A2)B J-4X6(A2) % K R Q P 0 N M L 1112X4 =4X6 =3X4 =3X8 =3X4 =4X6 1112X4 12 5'9"4 2'1" 5'3" 5'3" 2'1" 5,9"4 6'2"12 1'� 6'212 12. 14'1" 19'4" 24'7" 26'8" 32'5"4 38,8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/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 Pt.NA Ce:NA VERT(LL): 0.176 N 999 240 B 1606 /301 /936 /- /433 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.385 N 999 180 J 1606 /301 /936 /- /- /8.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.161 L - - B Min Brg Width Req= 1.9 Mean Height:15.00 ft J Min Br Width Re NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 9 q= 1.9 Bearings Soffit: 2.00 Bldg Cade: FBC 2014 RES Max TC CS: 0.646 g TCDL:4.2 psf Bin s B&J are a rigid surface. I BCDL:5.0 psf Bearings B&J require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.584 Spacing:24.0" C&C Dist a:3.87 ft Rep Factors Used:Yes Max Web CSI: 0.590 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Chards Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.01 B.0614.19 A-B 27 0 F-G 1089 -1841 Lumber B-C 1449-2955 G-H 1211 -2320 C-D 1183-2359 H-I 1184 -2360 Value Set:13B(Effective 6/1/2013) D-E 1210-2320 I-J 1449 -2956 Top chord 2x4 SP#1 E-F 1089-1841 J-K- 27 0 Bot chord 2x4 SP"#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs)- Lumber value set"138"uses design values approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. B-R 2583 -1155 O-N 2009 _.-786 Bracing R-Q 2581 -1155 N-M 2581 -1159 (a)Continuous lateral restraint equally spaced on Q-P 2581 -1155 M-L 2581 -1159., member.Or 1x4"T"reinforcement.80%length of P-O 2008 -763 L-J 2584 -1159 web member.Same species(SRB grade or better, attached with 8d Box or Gun 0.113"x2.5",min.nails }@ @ 6"oc. 4�4�� a� d'� Maximum Web Forces Per Ply(Ibs) -• - ,,•.��*gym* Webs Tens.Comp. Webs Tens. Comp. v Loading ` .•" + R-C 278 -5 O-G 486 -757 Truss passed check for 20 psf additional bottom * ` •�e. *'• C-P 419 -604 G-N 460 -164 chord live load in areas with 42"-high x 24"-wide +p. ■; clearance. No €47162 * P-E 460 -l64 N-I 419 -604 �` a d E-O 486 -756 I-L 278 -6 Wind F-O 1372 -763 *e • `� Member design based on both MWFRS and C&C. cc A% STATE OF Al SER(A!_9- T100 00'0 t 00 00 014b bra Sc d l ca 99'fc 110 36 Mils item ha:Leen mica nimliv zIpcd snd saaledhy mo 1v..artinet, PF.I=L.I.K.p-0 T302)on the eslr shown abnue us;n3 a 5}+.A.3 authertkadcn code **WARNING** READ AND FOLLO,"AL6JiQTEa5la6lWLSDhAWANG Upedandie led "IMPORTANT** FURNISH THIS DRAWING TOALt6CGNZRA-&-EG7fo1GNCItWDlNGdWFn}NStTzFAi-LERS Trusses require extreme•care in fabricating,handling shippingpinstalling and bracing.•Refer to and follow the latest edition of BCSI(Building Component-Safety Ihfdrmation,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 I attached riggid,ceilingt'Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or B10, as.applicable.:;gpply' plgtes to each face of truss and position as shown above and on the Join Details, unless noted otherwise. }defer to drawings 160A A fors endard 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 1,or for handling shippin ,installation and bracing of trusses.A seal on this 9rawing or cover pa e listingthis drawing indicates acceptance of proressiona engineering responsibility solely for the design shown. The suitability and se of this c7�awing 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:wewv. insLor:SBCA:www.sbcindus .com:ICC:www.iccsafe.or RANEY COMPONENTS Cover sheet ` Qney 19900 Independence Blvd. Order# j Groveland,FL.34736 JOB# 136DCS084 j omponentS.LLC Phone:(352)429-9429 * Fax:(352)429-7429 Printed:Tue, Nov 8 2016 —Job Information. Address: EOR Name and License Number: Customer Name: I Creekside Lot 84 DR Horton 8505 Cobblestone Dr Description: City,State,Zip: 4EAB Aria"C"LL OL Fort Myers,FL —Loading Information:— Roof Loads: Floor Loads: TC Live: TC Dead: I BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg.Code: I Wind Sid. 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 30 Total 30 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION-SEQN6' '- # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 ASG 10 A9G 11 B1 12 B2GE 13 C1GE 14 L01 15 L02 16 V1 17 V2 18 MV1 19 MV2 20 MV3 21 EJ7 22 EJ7A 23 EJ3L 24 BJ5 25 BJ56 26 BJ3 27 BJ1 28 13J1L 29 CJ7 30 CJ3L ( Digitally signed by Manuel Martinez ManueDN:c=US,o=ldenTrust ACES Business Representative,ou=M AND ASSOCIATES P.A.,cn=Manuel gq _ O Martinez, fi1 :•�� +m,�,, + 1 Fr 09�23429200300.100.1.1=A010980 rt i nez 000001464CF8FE960000211F ., y Date:2016.11.0816:51:39 05,00, e 047182 ;� � 4./ � 4 W 9s STATE' OF (yyy SERIAL W, 7f0000'01 00 00 01 4b6e5cdi ca 99,16(036 Thl: tdartlncc, FF.IFt-IX.047182)en the date%Fawn abnue—W g a SHro1 w[hentkatlnnmdc_ ?tinted« Ies cf t}tsdccr:r+.iant arenot conjld and tfineCand us}cd and ticszmz avthmiitaliancode rnunha ucntied csr any d -t-10- FILE COPY: Page 1 of 1 Job Number: 136DCS084 Ply:1 SEQN:677312/T8/COMN 4EAB Aria"C"LL OL IDR Horton/4EAB Aria"C"LL OL Qty: 7 FROM:AH DRW: Truss Label: Al Wgt:224.0lbs .. / ... 11/08/16 6'4"8 7'10."{g 14'4"8 19'4" 24'3"8 30'9"7 32'3"}g 38'8" r 6'4"8 +1'6"1 6'5"154'l1"8 f` 6'5"15 i 1'6"1 6'4"8 F=5X6 ,3X4E G 3X4 12 6 3X6 a i3X6 D H in g3X4C (a) (a) 1 3X4 (a) (a) 4X6(A2)B J-4X6(A2) A M K R Q P O N M L 1112X4 =4X6 =3X4 =3X8 =3X4 =4X6 102X4 6'212 5'9"4 2'1" 5'3" 13" 2'1" 6'212 6'2"12 12' 14'1" 19'4" 247" 26'8" 32'5"4 38'8" 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): 0.176 N 999 240 B 1606 /301 /936 /- /433 /B.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.385 N 999 180 J 1606 /301 1936 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.161 L - - B Min Brg Width Req= 1.9 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Reg= 1.9 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: 0.646 g g Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.584 Bearings B&J require a seat plate. Spacing:24.0" C&C Dist a:3.87 It Rep Factors Used:Yes Max Web CSI: 0.590 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:16.01.01 B.0614.19 A-B 27 0 F-G 1089 -1841 Lumber B-C 1449-2955 G-H 1211 -2320 Value Set:13B(Effective 6/1/2013) C-D 1183-2359 . H-1 1184 -2360 D-E 1210-2320 1-1 1449 -2956 Top chord 2x4 SP#1 E-F 1089-1841 J-K- 27 0 Bot chord 2x4 SP'#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs)- approved 1/30/2013 by Lumber value set13 by ALSC uses design values Chords Tens.Comp. Chords Tens. Comp. B-R 2583-1155 O-N 2009 -._-786 Bracing R-Q 2581 -1155 N-M 2581 -1159 (a)Continuous lateral restraint equally spaced on Q-P 2581 -1155 M-L 2581 -1159 member.Or 1x4"T"reinforcement.80%length of P-O 2008 -763 L-J 2584 -1159 web member.Same species&SRB grade or better, attached with Bid Box or Gun(0.113"x2.5",min.)nails 4%11 c1q.. @ 6' oc. 14* diP Maximum Web Forces Per Ply(Ibs) -• -- � ,�t► Webs Tens.Comp. Webs Tens..Comp. u N" poi#saxor •�'f+y�^'N P Loading �`• * �J l [V "t ,A - d'� �+ Z •ar R-C 278 - -5 O-G 486 -757 Truss passed check for 20 psf additional bottom 1- C-P 419 -604 G-N 460 -164 chord live load in areas with 42"-high x 24"-wide clearance. too 41182 P �, P-E 460 -164 N-I 419 -604 w s E-O 486 -756 I-L 278 -6 Wind +. . F-O 1372 -763 OF r 1 ' * s: Member design based on both MWFRS and C&C. STATE OF;. ` ,( � A _ SERIAL x: V 00 00 0100 00 01 4b 8e Sc di ca 991c f0 36 Tlils Item has Lean cl4aronits7}y zt ned snd sealod ty Manuel M.artinas, PE(A.L..a47183)M the Mate shown A—-Ing a SttA.1 . autacrtkaticn cads. **WARNING" READ AND FOLLO.�UnA.lcyB QTESdaNa-AjL9 DRAWING 6gn,edand z"Ied **IMPORTANT- FURNISH THIS DRAWING TOuA kiLCONZRAiS:91DRSdNGliWS lNGdT-,HFn�NSiFdAL-LERS Trusses require extreme.care in fabricating,handlin ship pingpirtstalling 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 proferly attached rigid.ceilinqq Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as.applicablP.,,gppiy plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. }defer to drawings 160A=A fors andard 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 Q 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 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'ob's general notes page and these web sites:ALPINE:www.al ineitwxom•TPI:www.t inst.or:SBCA:wvvw.sbcindusl .com:ICC:ww ..iccsafe.or t> Lb-Number: 136DCS084 Ply:1 SEQN:677314/T19/COMN 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 2 FROM:AH DRW: Truss Label: A1A Wgt:260.4 Ibs ! ... 11/08/16 19'4" 24'3"8 1"5"17 3'1"12' 64"8 7'10" 14'4"8 17'10"4 2, 1'1"12 30'9"7 32'3"� 388" 1'6" 6'6" T5'12 11^9"1 f 6'5"15 f 16 1 6'4"8 G=5X6 1112X4F H 1112X4 :a3X4E I a3X4 12 c� 6 z3X6 r . 3X6 D J :3X4C Kz�3X4 T (a) =5X8 =5X8 (a) S Q 4X6(A2)B L-4X6(A2) J sa A M W V U T R P 0 N 1112X4 -4X6 =5X10 1112X4 1112X4 =5X10 =4X6 1112X4 �1 6'2"12 5'9"4 2'2"12 3'9"4 3' 3'5"4 2'2"12 5'9"4 6'2"12 1� 6'2"12 12' 14'2"1 18' 21' 24'5"4 26'8" 32' 44 38'8" 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): 0.187 Q 999 240 B 1523 /299 /935 /- /433 /8.0 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.433 Q 999 180 L 1523 /299 /935 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.096 N - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.221 N - B Min Brg Width Req= 1.8 NCBCLL: 10.00 5 Code/Misc Criteria Creep Factor:1.5 L Min Brg Width Req= 1.8 TCDL: . psf B&L are a.ri Soffit: 2.00 BCDL: .0 psf � BIdg.Code: FBC 2014 RES Max TC.CS: id surface. I: 0.598 Bearings 9 Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.599 Bearings B&L require a seat plate. MWFRS Parallel Dist:h to 2h Spacing:24.0" C&C Dist a:3.87 ft Rep Factors Used:Yes Max Web CSI: 0.851 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 VIEWVer.16.01.01B.0614.19 A-B 27 0 G-H 1396 -2307 Lumber B-C 1445-2780 H-I 1364 -2394 Value Set:136(Effective 6/1/2013) C-D 1178 -2167 I-J 1205 -2129D-E 1205 -2128 J-K 1178 -2168 BotTop chord 2x4 SP#1 _- E-F 1348 -2343 K-L .. 1445 -2780 � We chord 2x4bs 2x4 SP#3 #1 F-G 1359 -2247 L-M 27 • 0 We Lumber value set"13B"uses design values Maximum Bot Chord Forces Per PI Ibs approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing -I_ . -. - - B-W 2427-1151 R-P 12'• -6 (a)Continuous lateral restraint equally spaced on W-V 2424 -1152 P-0 2424 -1157 member.Or 1 x4"T"reinforcement.80%length of V--U 2424.,-1152 0-N 2424 -1157 web member.Same species&SRB grade or better, U- N-L 2427 -1157 T 11. -5 attached with 8d Box or Gun(0.113'x2.5",min.)nails � f;1 l �A S-T 1811 -647-5 bb . Wind fib + , ,� Maximum Web Forces Per Ply(Ibs) Member design based on both MWFRS and C&C. ,,' •` 1r •'• "" Webs Tens.Comp. Webs Tehs. Comp. o 04,716 _ W-C 282 -6 G-Q 941 -602 _ o C-U 419 -618 Q-R 10 -1 .. F U-E 296 -729 Q-H 96 -18 U-S 2156 -888 Q-1 508• -245 E-S 282. -13 Q-P .2218 .-938 STAFF F-S 104 -16 1-P 361 -844 v .� :/ .� S-T 22 -1 P-K 419 -617 ®� '<`, S-G 908 -585 K-N 282 -6 t apyf SlNf� % - SERIAL 9; 7f 00 00 0100 00 01 4b 6e Sc d1l ca 991e f0 36 rhlz Team fiat Fern aMctrenlcsity sjyned And sealed by M.4-1 P Wtinac, ?i:I%L.Lcc.da.T1821 an etm dx4 s6awn aba�a�^z;ng a SHtc•2 auther,[kadcn code- "WARNING— READ AND FOLLOVMAL1yI114kTESjab6TMluv<QJ?AWJEN4aLgmz and-.kd —IMPORTANT" FURNISH THIS DRAWING TGAldl&WNIREt&TGRSANGvitldDINGdl-Nim-usi AL-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 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. Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 150A-Z for standard plate positions. --- Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawincl any failure to build the truss in conformance with ANSI/I PI 1,or for handling.shipp'ing,installation and bracing;of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The sui9ability and use of this gnawing for any structure is the responsibility of the.9uilding 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'SBCA:Ww .sbcindust .com'ICC:www.iccsafe.or Job Number: 136DCS084 Ply:1 SEQN:677316/T7/SPEC 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 2 FROM:AH DRW: Truss Label: A2 Wgt:224.0 Ibs / ... 11/08/16 t 6'4"8 7'10."{g 14'4"8 19' t 24'38 3D'9"7 32'3" 38'8" r' 6'4"8 1'6"1 6'5"15 4'7"8 r 5'3"8 6'S"15 1'6" 6'4"8 =5X6 F ,0X4E G,,3X4 12 6 (a) 3X6 12 g �3X6 D a H o g3X40 ( ) (a) I 3X4 (a) (a) 4X6(A2)B J=4X6(A2) A K R Q P 0 N M L 1112X4 =4X6 =3X4 =3X8 =3X4 =4X6 III2X4 1' 6'2"12 5'9"4 2'1" 10'6" 2'1" 5'9"4 6'212 1' 6'2"12 12' 14'1" 247' 26'8" 32'5"4 38'8" 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): 0.176 N 999 240 B 1606 /298 /934 /- /427 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.384 N 999 180 J 1606 /298 /934 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS IT Des Ld: 37.00 ) g q= EXP:C HORZ L: 0.161 L - - B Min Br Width Re 1.9 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.9 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.646 Bearings B&J are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bearings B&J require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.584 Spacing:24.0" C&C Dist a:3.87 ft Rep Factors Used:Yes Max Web CSI: 0.590 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:16,01.01 B.0614.19 A-B 27 0 F-G 1068 -1841 Lumber B-C 1429 -2955 G-H 1191 -2320 Value Set:13B(Effective 6/1/2013) C-D 1163 -2359 . H-I. 1164 -2360 D-E 1190-2320 1-1 1430 .-2956 Top chord 2x4 SP#1 E-F 1068 -1841 J-K 27 0 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"'I 3B"uses,design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-R 2583-1137 O-N 2009:,: -772 Bracing R-Q 2581 -1137 N-M 2581 --=t144 (a)Continuous lateral restraint equally spaced on Q-P 2581 -1137 M-L 2581 .-1144� member.Or 1x4"T"reinforcement.80%length of P-O 2008 -744 L-J 25134, -1144 web member.Same species&SRB grade or better, attached with 8d Box or Gun(0.113"x2.5",min.)nails �,y�1� 1ii)1.i afgp 0 Maximum Web Forces Per PI (Ibs) f y( @ 6"oc. �, + �� Webs Tens.Comp. Webs Tens. Comp: Loading ir• +.� ++ .� " dam. R.-C 278 -5 O-G 492 -756 Truss passed check for 20 psf additional bottom , ; C-P 419 -604 G-N 460 -164 chord live load in areas with 42"-high x 24"-wide +. ; ; P-E 460 -164 N-1 420 -604 clearance. ,:, No 04718 g E-O 492 -755 1-L 278 -5 O-F 1370 -768 Wind + ° Member design based on both MWFRS and C&C. V a' SERIAL it 7f 00 00 0100 00 01 4b Se d i ca-901c f0 36 Tbis item hat been ckctranlrat}y styned and scaled ty Manuel Martini[, PE(FL.Lte.4471821in the"U shown atmyl w.Ing a5P.A.1 au[hen[kas(cn<ade- **WARNING** READ AND FOLLO)lMt9k.Wit4ITUaQl6Ftkdl>`a aeAW% 6pcdandsaaiid **IMPORTANT** FURNISH THIS DRAWING TCdhlttLCGNZBA-G:FQit'.S"LtWDiNGdTitliny 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 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 fllates 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/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 protessionag engineering responsibility solely for the design shown. The suifability 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 thisjob's general notes page and these web sites:ALPINE:www.al ineltw.com•TPI:WV'WA inst.or:SBCA:www.sbcindust .corn;ICC:vAvw.iccsafe.or ` 'Job Number: 136DCS084 - Ply:1 SEQN:677320/T6/HIPS 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 2 FROM:AH DRW: Truss Label: A3 Wgt:239.4 Ibs .. / ... 11/08/16 64"7 7'10" 142"12 17' 21'8" 24'5"4 30'9"7 32'3" 6'4"7 1'6" 6'4"3 2'9"4 4'8" 6'4"3 1'6" 6'4"7 U15X6 N5X6 - F G 1112X4E H 1112X4 ,w 12 6 1,3X6 �3X6 D I r A 3X4C J a 3X4 m (a) (a) 4X6(A2)B K=4X6(A2) °—' A L S R Q P O N M 1112X4 =06 =4X10 =3X4 =4X10 =4X6 1112X4 6'2"11 5'9"5 27" 2 5'1"4 51"4 12 5'9"5 6'211 12' 14'2"124'S"4 26'8" 32'5"5 38'8" 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): 0.173 H 999 240 B 1626 /308 /940 /- /385 /8.0 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.374 H 999 180 K 1626 /308 /940 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.159 M - B Min Brg Width Reg= 1.9 NCBCLL: 10.00 TCDL:4.2 psf Code/Mise Criteria Creep Factor:1.5 K Min Brg Width Reg= 1.9 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC-CSI: 0.635 Bearings B&K-are a rigid surface.Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Maio BC CSI: 0.597 Bearings B&K require a seat plate. Spacing:24.0" C&C Dist a:3.87 ft Rep Factors Used:Yes Max Web CSI: 0.849 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:16.01.0113.0614.19 A-B 27 0 G-H 1451 -2362 Lumber B-C 1516 -2998 H-1 1276 -2359 Value Set:13B(Effective 6/1/2013) C-D 1250-2397 1-J 1250 -2398 D-E 1276 -2358 J--K 1516'"=2999 Top chord 2x4 SP 41 E-F 1451 -2361 'K=L 27 0 Bot chord 2x4 SP#1 Webs 2x4 SP#3 F-G 1138 -1828 _ 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. Bracing B-S 2622-1215 P-O 1800 '=698 (a)Continuous lateral restraint equally spaced on S-R 2619 -1215 O-N 2620 -1244 member.Or 1x4"T"reinforcement.80%length of R-Q 2619-1215 •N-M 2620 -1244 Web member.Same species&SRB grade or better, �� � Q-p 1800 .-677 M-K 2623 -1244 o@ 6"oc.a with 8d Box or Gun(0.113"x2.5",minJnails Maximum Web Forces Per Ply(Ibs) 'l.A a•••ls+sib• t g. Loading 4`? ,• •. +ig�� ;0 Webs Tens.Comp, Webs Tens. Comp. Truss passed check for 20 psf additional bottom t .eta « 1x • ``�! , chord live load in areas with 42"-high x 24"-wide '•*• ` S-C 282 5 P-G 249 -192 clearance. •w N 0 1& . �, C-Q 417 =606 G-O 824' -552 qr. .�`, •• E-Q 372 -363 O-H 372` -363 Purlins 4 s " Q-F M -552 O-J 417 .-606 F-P 250 -192 J-M 282 -5 In lieu of structural panels use purlins to brace all flat , TC @ 24"oc. +• TA F y: . Wind .•-{r off, Member design based on both MWFRS and C&C. �s L ..' N % N AL V0:0, SERIAL.9, ?f 00 00 01100 00 01415&0 5c df ca 99'Ic(0 36 •• ililz Item h1s Even cMaronlrstty xEtned and ualnd t:}'Manuel Martine; ' RE I't.,tic.0471871 en lac d�4u^sF.awn aE:ue Li3nA.a SHR=2 1UttiCnt{[]tlan Cad`L "WARNING" READ AND FOLLO?!,♦#,ALLJJQTFr.S.%kTW6FcaRAWJN(GL-gned,ndu led —IMPORTANT" FURNISH THIS DRAWING TGAL16 WNTRA-&.-50RS*4GltUkD{NGdT-"FvJNSi ALLERS - Trusses require extreme care in fabricating,handlin shippingwinstallirig 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, 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 PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page•. listing this drawingg indicates acceptance of pro#essionag 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 lob's general notes Dage and these web sites:ALPINE:www.al ineitw.com'TPI:www.t insLor:SBCA:www.sbcindus .com'ICC:wwwJ=afe.or 1 Job Number: 136DCS084 Ply:1 SEQN:677322/T5/HIPS , 4EAB Aria"C"LL OL IDR Horton MEAB Aria"C"LL OL Qty: 2 FROM:AH DRW: Truss Label: A4 Wgt:242.2lbs / ... 11/08/16 r 6'4"8 7'10" 14'2"12 1 19'4" 23'8" 4' "4 30'9"8 323" 38'8' 6'4"8 1'6" 6'4"3 9" 4.4" 4'4., 9" 6'4"3 1'6" 8 1112X4 =5X6 5 F=5X6 G H 1112X4E I III2X4 12 d 6 � 7-:z3X6 03X6 D J 0 3X4C K�3X4 M ro (a) (a) 4X6(A2)B L=4X6(A2) � A M T S R Q P O N 1112X4 =4X6 =3X10 =3X8 =3X10 =4X6 Ill2X4 6'2"12 5'1"4 2'10"12 4 5'1"4 2'10"12 5'1"4 6'212 6'2"12 1'R 14'2"12 19'4" 24'5"4 274" 32'S"4 38'8" 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/defi L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.171 1 999 240 B 1613 /319 /938 /- /345 /8.0. BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.373 1 999 180 L 1613 1319 /938 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.074 N - - Wind reactions based on MWFRS EXP:C HORZ L 0.161 N - B Min Br Width Re 1.9 Des Ld: 37.00 (T )� g q NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 L Min Brg Width Req= 1.9 TCDL:4.2 psf Bearings B&L are a rigid surface. Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.615 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: 0.601 Spacing:24.0" C&C Dist a:3.87 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:16.01.01 B.0614.19 A-B 27 '0 G-H 1270 -2045 Lumber B-C 1544-2968 H-I 1543 -2368 C-D 1282-2369 I-J 1308 -2331 Value Set:13B(Effective 6/l/2013)' D-E 1309 -2330 J-K _ 1282 -2370 Top chord 2x4 SP#1 E-F 1543 -2368 K-L 1543 -2969 Bot chord 2x4 SP#1 F-G 1270 -2045 L-M 27 0 Webs 2x4 SP#3 Lumber value set"'I3B"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 2595-1250 Q-P 1940--"-823 (a)Continuous lateral restraint equally spaced on T-S 2592-1250 P-O 2593_ -1279 member.Or 1 x4"T"reinforcement.80%length of S-R 2592 -1250 O-N 2593 -1279 web member.Same species&SRB grade or better, R-Q 1939 -794 N-L 2595 -1279 attached with Sd Box or Gun(0.1 13"x2.5",min.)nails � @ 6"oc. �,1 � A' �.. �� Maximum Web Forces Per Ply(Ibs) v ••s:er�+a Loading % + '��� �ip Webs Tens.Comp. Webs Tens. Comp: -Truss passed check for 20 psf additional bottom s, �' `+4 T-C 282 -5 Q-H 242 -172 chord live load in areas with 42"-high x 24"-wide ,;. @ C-R 412 -602 H-P 879 -685 clearance. b No 047162 + E-R 528 -437 P-1 528 -437 + R-F 878 -685 P-K 412 -603 Purlins F_Q 242 -173 K-N 282 -5 In lieu of structural panels use purlins to brace all flat ; G-Q 203 -224 TC @ 24"ac. �v . OF: Wind AQ6 Member design based on both MWFRS and C&C. +° ,si,• +M' '` Milt SERIAL 9: 7f 00 00 0100 00 01 41b 00 So di ca 99 le 10 36 This,item has E;ean alearonically s(7ned snd waled by Manual mutiner„ Pc(FL.Lt..7471e17 en thccaG:Shawn aba"e u:5ng a SHA•T awth-tkadcatade., "WARNING" READ AND FOLLO�MALlcJiQTFL&QNnTMh%DRAWs:INGLped and s"W "IMPORTANT" FURNISH THIS DRAWING TOdulule@GNaiR".,TGlASdN4IjWDINGdThlfnm NSi AL-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)for 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 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. 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 shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown.. The sunabtllty and use of this 9�awing for any structure is the responsibility 10 the Building Designer per ANSI/TPI 1 Sec.2. Far more information see this lob's general notes page and these web sites:ALPINE:www.al ineitwxom:TPI:www.t inst.or:SSCA:www.sbcindust .com•ICC: www.iccsafe.or Job Number: 136DCS084 Ply:1 SE'QN:677324/T4/HIP TD.RW: 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 2 FROM:AH Truss Label: A5 Wgt:212.8 Ibs / ... 11/08/16 6'4"9 13' 19'4" 25'8" 32'37 38'8" 64"9 �'7"7 6'4" 6'4" 6'7"7 6'4"9 =5X8 1112X4 TD E -5X8F 12 6 n o 03X40 � C' 3X4 rn � l"1 4X6(A2)B 1 A H-4i6(A2) P O N M L K J 1112X4 =4X6=3X4 =3X8 =3X4=4X6 1112X4 6'2"13 5'9"3 1' 6'4" 6'4" 1' 5'9"3 6'2"'j 6'213 12' 13 19'4" 25'B" 26' " 32'5"3 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.182 E 999 240 B 1616 /699 /931 /- /304 /8:0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.396 E 999 180 H 1616 /699 /931 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.074 J - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.160 J - - B Min Brg Width Req= 1.9 Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 H• Min Brg Width Req= 1.9 TCDL:4.2 psf • Soffit: 2.00 BCDL:5 Bldg Code: FBC 2014 RES. Max TC CSI: 0.443 Bearings B&H are a rigid surface. .0 psf Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0,573 Bearings B&H require a seat plate. Spacing:24.0" C&C Dist a:3.87 ft Rep Factors Used:Yes Max Web CSI; 0.555 Loc.from endwall:not in 9.0o 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:16.01.01 B.0614.19 A-B 27 • 0 E-F 1430 -2366 Lumber B-C 1572-2952 F-G 1372 -2451 Value Set:13B(Effective 6/1/2013) C-D 1373 -2451 G-H 1572 -2953 D-E 1430 -2366 H.-1 27 '0 Top chord 2x4 SP#1 Bot chord 2x4 SP_#1_. Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply'(Ili§) Lumber value set"1 Chords Tens.Comp. Chords Tens. Comp. 38"uses design values , approved 1/30/2013 by ALSC B-P 2576-1273 M-L 2118 -961 Loading_ P-O 2573-1273 L-K 2574 -1303 _ O-N 2573-1273 K-J 2574, -1303 Truss pas_sed check for 20 psf additional bottom N-M 2118 -931 J-H 2577 -1302 __chord live load in.areas with 42"-high x 24"-wide , clearance. Maximum Web Forces Per PI (Ibs Purlins �#� °�dr� Webs Tens.Comp. Webs '" Tens. Comp.: • MAR In lieu of structural panels use purlins to brace all flat * °°�" •°.��fA. sip• P-C 247 -4 M-F 356 -215 TC @ 24"oc. � « ''�(j 'se.�i 'e�r- C-N 379 -505 F-L 437 171 +' "« D-N 437 -171 ' L-G 378 -506 Wind- NO 47182 D-M 357 -215 G-J 247 -6 Member design based on both MWFRS and C&C. E-M 272 -344 o '._ STATE M P;i" SERIAL 9: 7f 00 00 0100 00 01 4b 6e Sc tli ca 99 is f0 36- TtQsiierlhaslinenateetranlcallys:.nedsnd waledby Manuel Martin_az, ' rF.t.i..l.tc.pdJl921 cn the daM zF.awn above.t:9eg a5Hn.i , authenthaticn Cade. , "WARNING" READ AND FOLLO,IMAL1cJJQTFLScQNnjkd6ssf ?/U�NSn4tgncd,andsrakd —IMPORTANT" FURNISH THIS DRAWING TO Rtlt6WN3R84D.,TGRSdNGitUld INGdTd,IQNS AL-LERS Trusses require extreme care in fabricating,handlin shippingyiastalling 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 tiracing 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 Joinf 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 drawing any failure to build the truss in conformance with ANSI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover page bill listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI.-l.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.sbcindus .com;[CC:wJccsafe.or Job Number: 136DCS084 Ply:1 SEQN:677326/T3!HIPS 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 2 FROM:AH DRW: Truss Label: A6 Wgt:212.8 Ibs / ... 11/08/16 1 6'2"1315'11"1 I 194" 22'8'13 27'8' 1 32'5"3 38'8" f 13 4'9"3 4'111 3'4"15 3'4"13 + 4'11 3 r 4'9"3 6'2"13 1112X4 =5X6 1112X4 =5X6 D=5X6 E F G H 12 — T 6 1112X4C 1 1112X4 0 io to zo 1_=4X6(A2)B J=-4X6(A2) A K 1I Q P O N M L =3X4 =H0308 =3X8 =3X8 =H0308 =3X4 1' 6'4"9 5'77 3'11"1 6'9"12 3'11"3 5'77 64"9 1' 6'4"9 12' 15'11"1 22'8"13 26'8" 32'3"7 38'8" 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): 0.211 F 999 240 B 1632 /701 /918 /- /263 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.454 F 999 180 J 1633 /701 /918 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.075 L - - Wind reactions based on MWFRS EXP:C HORZ TL q 0.162 L - - B Min Brg Width Re 1.9 Des .00 Mean Height:15.00 ft ( ) NCBCLL: 10.00 Code!Misc Criteria Creep Factor:1.5' J Min Brg Width Req= 1.9 TCDL:4.2 psf Bearings B&J are a rigid surface. Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.360 BCDL:5.0 psf Bearings B&J require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.799 Spacing:24.0" C&C Dist a:3.87 ft Rep Factors Used:Yes Max Web CSI: 0.388 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. Camp. Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.01 B.0614.19 A-B 27 0 F-G 1586 -2683 Lumber B-C 1598-3034 G-H 1586 -2684 C-D 1730-2993.. H--I 1730 r2994 Value Set:13B(Effective 6/1/2013) D-E 1586-2684 1:J 1597 -3036 Top chord 2x4 SP#1 E-F 1585-2683 J-K 27. -0 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Lumber value set"1313"uses design values Maximum Chord Forces Per Ply(Ibs) _ approved 1/30/2013 by ALSC Chords Tens.s.Comp. Chords Tens. Comp. B-Q 2641 -1292 N-M 2211 -1065 Loading Q-P 2211 -1036 M-L 2211 -1065 Truss passed check for 20 psf additional bottom P-O 2211 -1036 L-J 2643 -1322 chord live load in areas with 42"-high x 24"7wide O-N 2733-1304 clearance. _ ��gY�ll6li#diEp� Purlins Webs Maximum T Web s.Comp.Forces P Ply(Ib Tens. Comp. a In lieu of structural panels use purlins to brace all flat rsy� E ,m 'TC @ 24"cc. i� 'S` +° � �-d�, �'r�d C-Q 300 -260 F-N 89 -100 �+�k Q-D 645 -370 G-N 211 -235 Wind82 ! D-O 712 -368 N-H 711 -368 Member design based on both MWFRS and C&C. E-O 211 -235 H-L 647 -370 O-F 89 -101 L-I 300 -260 STATEv .OF OR I SERIAL�; 7f 00 00 0100 00 014156e Sc di ca 99 is f0 36 Tblt item hax teen akcunnl[ntry s{c ned and waled k:y mnnusl Mwtiner., FF.(FL.Lrc.na 382t cn the esb�[haven atwue wing a SHA•T aethertkaticn codc- -WARNING— READ AND FOLLOdA4u4kdcyllt4kTlrSlaTtlF�RItZWdN�nl9yneaandusted "IMPORTANT" FURNISH THIS DRAWING TChrAbl�€'rANZRAC-7o©RS4NfultWDU4GdT-aii4NSifAi: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 810, as applicable. Appty 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 BuildingComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIPI 1,or for handling shipping,installation and bracing of trusses.A seal on this d9rawing or cover pa e,, 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 lob's Qeneral notes Paw and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or:SBCA:www.sbdndust .com•ICC:www.iccsaf6.or Job Number: 136DCS084 - Ply:1 SEQN: / 4EAB Aria"C"LL OL JDR Horton/4EAB_ 677328 T2/HIPS Aria"C"LL OL - Qty: 2 FROM:67 _ DRW: Truss Label: A7 Wgt:204.4 Ibs .. / ... 11/08/16 N"12 9' 14'7"2 19'4" 24'0"14 29'8" 3254 388" 12 29"4 57"2 4'8"14 4'e"14 5'72 1 29"4 6'2"12 1112X4 -5X6 , III -5X6 D—_ E F G H T12 T t 6 F 1112X4C 11112X4 M O N 1 =4X6(A2)B J-4K6(A2) A Q P O N M L =3X4 =H0308 =3X10 -3X10 =H0308 =3X4 55 8 1 27"2 9'5"12 2'7"2 5'7"8 6'4'"8 1'� 6'4"8 12' 147'2 24'0"14 26'8" 32'38 388" 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: 16D mph Pf:NA Ce:NA VERT(LL): 0.225 F 999 240 B 1523 /703 /900 /- /222 18.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): D.519 F 887 180 J 1523 /703' /900 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.071 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.163 L - - B Min Brg Width Reg= 1.8 NCBCLL: 10.00 Mean Height:15.00'ft' 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 - - Bldg Cade: FBC 2014,RES Max TC CSI: 0.398 g g • BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:h!2 to h TPI Std: 2007 Max BC CSI: 0.833 Bearings B&J require a seat p late. ' Spacing:24.0" C&C Dist a:3.87 ft Rep Factors Used:Yes Max Web CSI: 0.552 Loc.from endwall:not in 9.00 ft FTJRT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) ' Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): , - Wind Duration:1.60 WAVE,HIS VIEW Ver:16.01.01 B.0614.19 IA--B- 27 . 0 F-G -1836 -2919 Lumber B-C 1622—2744 G-H 1836 -2920 Value Set:13B(Effective 611120131 C-D 1735-2684 H-I 1734 -2684 To chord 2x4 SP#1 D-E 1836-2920 1-J- 1622''-2744 Bot -chord 2x4 SP#1 E-F 1836-2920 J-K, •27, °O 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-Q 2384 -1310 N-M 2171 -1172 Purlins_ Q-P 2172-1143 M-L 2171• -1172 `in lieu of structural panels use purlins to brace all flat P-O 2172-1143 L-J 2384 -.1339 TC @ 24"oc. O-N 3045,-1656- Wind $lliXdlfidp Member design based on both MWFRS'and C&C. d� Maximum Web Forces Per Ply(Ibs) ; O~ „ of F sp;y.I ayaf Webs Tens.Comp. Webs Tens. Comp. E N& C-Q 269 -211 F-N 136 -174 r,' �t . ;• Q-D 399 -299 G-N 256 -301 a �p• �§ - a ;, D-O 964 -553 N-H 964 553 q° E-O 256 -301 H-L- 401 _299 Y . O-F 136 -174 L-I 269 -211 �. . ._ STATE OF . r�'g •'t ris_ SERIAL m.. V00DO011 OD00(it.4b8e:Udi ca99,ic1036 Thls Item has F;nan ekaranlcatty siynad snc waled by Mant:cl�mnrum4 PE(FL.tic P47tt421 en th"ai,Shawn abnce ez:ng a sHA.T - - aathentkaticn each **WARNING— READ AND FOLLO1"&Fat!AaTFLSDQ&n1WI&PR"ANGltgme and leakd. J" —IMPORTANT** FURNISH THIS DRAWING TO-Abi.WNIRArb3GdRS JGitwaiNGadEhlE:,IMi AL-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 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 bracingg installed per BCSI sections B3,B7'or B10, " as applicable. Apply plates to each face of truss and position as shown above and the Join Details, unless noted otherwise- i2efer 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 drawingg indicates acceptance of pro{essioin engineering responsibility solely for the design shown. The suifabtllty and use of this r7rawing for any structure is the responsibility of•the building Designer per ANSI/TP1.1 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:wwwicrsafe.or Job Number. 136DCS084 Ply:1 SEQN:665952!T1!SPEC 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 1 FROM:GM DRW: Truss Label: A8G Wgt:214.2 Ibs / ... 11/08/16 7' 11'9"10 16'3"12 20'8"2 26'4" 29' 33'3"15 38'8" 7' 4'9"10 4'6"2 4'4"6 5'7"14 2'8" 4'3"15 5'4"1 H s5X8 =4X4 =6X6 1112X4 I 12 C D E FT , T 6 10-2X4 N iV M X(a) (a) � o n MII = _ G4X6(A2)B :�J=_3XNA1) � A 1 Q P O N_ M L 1113X4 1114X4 =5 2 =3X8 20'8" 68" 12'4" 1 4' '6 + 9,8„77'11"1122 146"2 16'0"4 2 2662"4 29 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.085 Q 999 240 B 1577 /765 /- /- /- /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.201 Q 999 180 N' 587 /277 /- ' 1- /- /68.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.031 N - - J 383 /173 /- I- 1- /8.0 Des Ld: 37.00 EXP:C HORZ(TL): 0.075 N - - M /117 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS ' NCBCLL: 10.00 P ' TCDL:4.2 psf B Min Brg Width Req= 1.9 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.690 N Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.611 J Min Brg Width Req= 1.5 Spacing:24.0" C&C Dist a:3.87 ft Rep Factors Used:Yes Max Web CSI: 0.890 Bearings B,N,&J_are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B,N,&J require a seat plate. GCpi:0.18 Plate Type(s): _ Wind Duration:1.60 WAVE VIEW Ver:16,01.01 B.0614.20 Maximum Top Chord Forces Per Ply(Ibs) Lumber Special Loads Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) A-B 27 -20 F-G 1460 -734 Top chard 2x4 SP#1 TC-From 56 plf at -1.00 to 56 plf at 7.00 g-C 1370-2824 G-H 210 -164 Bot chord 2x4 SP#1 TC-From 28 plf at 7.00 to 28 plf at 16.31 Webs 2x4 SP#3 TC-From 28 plf at 16.31 to 28 plf at 19.06 C-D 1073-2254 H-I 213 ,.-175 TC-From 56 plf at 19.06 to 56 plf at 26.33 D-E 433 -990 I-J 160 295 Lumber value set"1313"uses design values TC-'From 56 plf at 26.33 to 56 plf at 29.00 E-F 1460 -734 J-K 27 -20 approved 1/30/2013 by ALSC TC-From 56 plf at 29.00 to 56 plf at 39.67 BC-From 4 pif at -1.00 to 4 plf at 0.00 Maximum Bot Chord Forces Per Ply(Ibs):- Bracing BC-From 20 plf at 0.00 to 20 plf at 7.03 (a)Continuous lateral restraint equally spaced on BC-From 10 plf at 7.03 to 10 plf at 11.51 Chords Tens.Comp. Chords Tens. Comp. member.Or 1x4"T"reinforcement.8D%length of BC-From 10 plf at 11.51 to 10 plf at 19.06 g_Q 2452-1164 N-M 319 -572 web member.Same species&SRB grade or better, BC-From 20 plf at�� 9.06 to 20 plf at 26.19 Q-P 2481 -1169 M-L 312 -562 attached with 8d Box or Gun 0.113"x2.5",min.nails BC-From ➢1 - a�f 20 plf at 38.67 ( ) ` P-O 2212_-1064 _ L-J 264 -100 BC-Fro at t plf at 39.67 B„oc. TC-' gg � O-N 878 -386. Plating Notes ' TC-y / 1ixft`Lcdt;�.tJ6����306,15.06 All plates are 5X6 except as noted. 17'(l�fi` �. k ; ,yr Maximum Web Forces Per Ply(Ibs)- ' TO 9 tb Conc.Load at 19.06 qk Webs Tens.Comp. Webs Tens. Comp. Wind Bt- 5V I .LO,4I't1-&2 � lam- 1?7 lb Conc.Load at 9.06,1 1.0k-*0(Z1 5.06 C-Q 707 -108 F-N 302 -434 Wind-loads and reactions based on MWFRS. 1 '09.06 C-P 123 -303 N-G 491 -1053 P-D 507 -106 M-G 156 -285 r a D-O 825'-1613 G-L 772 -353 STATE OF r��Y O-E 1386 -550 H-L 235 -252 E-N 1447-2965 L-I 234 -344 44 k 4 SER(AL It: V 00 001.0100 00 014b 6e Sc dill ca 0 is f0' This item ha:tsecix eleccronirstt/V4neC and sealed by manual martinay ?I.(;L.IJc.0471821 ca tticesn::gown above using a SHA-1 - authentkxitne8 a, "WARNING" READ AND FOLLO.XUnh1UihLQTFLSd NnTi#tllaFc(JRAWiJA06sneoand-ied _ .. "IMPORTANT- FURNISH THIS DRAWING TC).Ab[cCGN3RAG:*EQR$4NCLtWDINGdTmFm4NSi*WizLERS _ Trusses require extreme care in fabricating handiin shiflpingyinstalling 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. )Refer to.... '- - drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/t 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 procession I 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'ob's general notes page and these web sites:ALPINE:wrw.al ineitw.com•TPI:wM.t inst.or:SBCA:www.sbcindus .com•IM wvvw.iccsafe.or • A Job Number: 136DCS084 Ply:2 SEQN:665950/T29/HIPS 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL.­. Qty: 1 FROM:AH . - DRW: Truss Label: A9G Wgt:208.6 Ibs / ... 11/08/16 '3" 15'3"15 17''7 11 2'3"3 L � L 23'2"7 27'3"6 L 31'8" I 38'8" t F 7' 4�3,� 4.1 1'8„� ,r 3'.11"4 4,1„ T 4'4"10 T 7, '1 T p • =3X4 3X4=3X6 1112X4 =3X4 -3X4 12 D E F G H I 6Js C_ - T co :o -4X6AA2)B K=4L6(A2) U 'T S R Q P O N M 1112X4 -4X4=5X6 =3X4 -3X8 =3X4 =5X6=4X4 1112X4 71"12 + 39"12 1 1'08 4'212 4'212 3'2"1• T11"6 7'1"12 1'. 7'1"12 10'11"8 12 J 19'3"3 23'5"15- 26'8" 110"14 31'6"4 38'8" 15'0"7 1 2T6"14 Loading Criteria.(psf) .Wind Criteria Snow Criteria(Pg,Pfin 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 Udefi U# Loc R /U /Rw /Rh /RL . /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.358 G 999 240 B 3058 /1391 '/- /- /- 18.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.835 G :551 180 K 3058 /1391 /- /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.092 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.215 M - - B Min Brg Width Req= 1.8 Mean Height:15.00 ft K Min Br NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 . g Width Req= 1.8 TCDL:4.2 Psf. Bearings B&K are-a rigid Soffit: 2.00 - BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0:340 ' 9 gid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 - Max BC CSI: 0.718 Bearings B&K require a seat plate. Spacing:24.0 C&C Dist a:3.87 ft Rep Factors Used:No Max Web CSI: 0.481• Lac.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,.16.01.01 B.0614.20 A-B 13 -10 G-H 1963 -4382 Lumber Wind B-C 1357-2996 H-1 1868 74176 C-D 1602-3577 I-J 1614 -3603 'Value Set:13B(Effective 6/112013) Wind loads and reactions based on MWFRS. D-E 1862-4163 J_K` 1358-=2997 Top chord 2x4 SP#1 E-F 1963-4382 K-•L. ­13. - 10 Bot chord 2x4 SP#1 F-G 1963-4382 Webs 2x4 SP#3 :Lt Splice Block 2x4 SP#3: :Rt Splice Block 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-U 2636 -1182 Q-P 4208 -1889 +' Nailnote _ U-T 2648 -1184 P-O 3664 '-1647 T--S 3637 -1635 O-N... 3664- -.1647 Nail Schedule:0.128"`x3",min.nails Top Chord:1 Row @12.00"o.c.- - , f(kt3twl S-R 3637-1635 N-M 2649 -1184 Bot Chord:1 Row -Q 4196-1884 M-K: 2637• -1182 @12.00"O.C.o.c. � . Webs :1 Row @ 4"o.c. O� �7 S, rP a Use equal spacing between rows and stagger nails " ' " + > ' _ Maximum Web Forces Per Ply(Ibs) in each row to avoid splitting. ` '+ } � ' °� e� i Webs Tens.Comp. Webs Tens. Comp. Special Loads s ; No 8 w C-U 285 -52 Q-H 235 -100 s,* -(Lumber DucFac.=1.257 Plate Dur.Fac.=1.25) C-T 1247 -561 H-P 254 '-392 +„ ". * a ' ' T-D 413 -746 - P-1 702 -302 TC-From 56 plf at -1.00.to- 56 pIf at 0.00 TC--From 56 plf at 0.00 to 56 plf at 7.00 *+ D-R 721 -311 I-N 412 739 TC-From 119 pIf at 7.00 to 119 plf at 31.67 : ' R-E 261 -405 N-J 1263 -568 TC-From 56 plf at 31.67 to 56 pIf at •38.67 ",, STA +: E-Q 250 -107 M-J 287 -52 TC--From 56 pif at 38.67 to 56 plf at 39.67 G-Q 185 -233 BC-From 4 pIf at 1.00 to 4 pIf at 0.00 .014 ✓� 1}'+. ` o BC-From 20 plf at 0.00 to 20 plf at 7.00 BC-From 44 pIf at 7.00 to 44 plf at 31.67BC- tf0 plf at 38.67 FromFh4 � BC-From 24 pIf at 38.67 to 0 pff at 31.67 to24 pIf at 39.67 d #YYi . BC- 462 Ib Conc.Load at 7.00,31.67 SERA R. 7f U0 00 01,00 00 014b 06 5c di,ca 99 le 10 36• Loading This item Fat E;ecn ckasaolca*silpcd one scaled by ma 1Marriner, #1 hip supports 7-0-0 jacks with no webs. - a K.Lfc.e471821 cn thceatc Shawn abncc n a a SHA•2 • - acithentttaticn cage_ "WARNING- READ AND FOLLO.> n T�+ScQbInT1d6&phi�W�llG�tgncdanescakd r -IMPORTANT- FURNISH THIS DRAWING TCIdhLt6G@NZRAiS:BGR.SdNGIiWDirGd'L-4Irm�NsiookLERS- Trusses require'extreme care in fabricating,handlih shippingplcrstalling 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 ins�alled 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 16OA-Z for standard plate-positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation.from this drawing any failure to build the truss in conformance with ANSI 1,or for handling shipping,installation and bracing of trusses.A seal on this 0rawing'or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the design shown. The.sui9abillty 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:www.sbcindusl .com:ICC:www.icesafe.or Job Number: 136DCS084 Ply:1 SEQN:6969311 T18/COMN 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 3 FROM:AH DRW: Truss Label: B1 Wgt:93.8 Ibs / ... 11/08/16 5'1"4 9.8" 12'64 18, 5'1"4 4'6"12 + 2'10"4 5'S"12 D=5X6 12 E 3X4 6 k2X4 C ro � fV rn F 3X4 G III 3X10(E5) 2X4(A1)B T 4733 A V1 I H J =5X6 \\\2X4 12'8" 5'4" + 3' + 1 9.8" 128" 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):-0.067 F 951 240 B 592 /289 /357 /- /194 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.080 F 802 180 H 542 /176 /374 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.043 F - - J 329 /178 /230 /- /- /8.0 Des Ld: 37.00 EXP:C HORZ(TL): 0.050 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft B Min Br Width Re = 1.5 _ .TCDL:4.2 psf Code/Misc Criteria CreepFactor:1.5 9 q- Soffit: 2.00 gCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.365 H Min Brg Width Req= 1.5 1.5 Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.516 J .Min Brg Width Req= id MWFRS Parallel Dist:0 to h/2 Bearings B,H,&J are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.185 Bearings B,H,&J require 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:15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 D-E 690 -428 Value Set:13B(Effective 6/1/2013) B-C 857 -752 E-F 565 311 -Top chord 2x4 SP#1 C-D 603 -447 F-G 576 -362 Bot chord 2x4 SP#1 Webs 2x4 SP#3 :Rt Slider 2x8 SP#1:BLOCK LENGTH= 1.500' 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-I 636 -720 H-G 241 . ,-356 Wind I-H 244 -363 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply(Ibs) ���1,gYi9lltt�8 � Webs Tens.Comp. Webs Tens..ComP. `1'� JC }, ��ta� C-1 483 '-338 I-E 366 -175 D-I 230 -300 E-H 419 _-465 44 No. 04716 rz STATE OF SERIAL t% ?f 00 00 0100 00 01 4b 60 So d7 ca 90 Ic(0 36 This Item fins bean cicctsaolcatty xned and uxlad by Manuel ldartlna� PE I;L.I.i<.pd 71321 an the oak down 31%va Wng a SHA•1 authentication ca d� **WARNING** READ AND FOLLOkUm9k1c�1l4kTSkNnFkllFc?11Ta9�MdtVSn�rgnedand�ralad __ "IMPORTANT- FURNISH THIS DRAWING TGALti�OONZRA(D!TGRSM40bwnWGaThfFU INStTA:LERS Trusses require extreme care in fabricating handlin shippingnlnstalling 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 610, 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 ANSI9 PI 1,or for handling shipping,installation and bracing of trusses.A seal on this growing or cover page. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The sunability 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 cieneral notes page and these web sites:ALPINE:www.al ineihv.com;TPI:wM.t instcr:SBCA:waw.sbcindus .com']CC:�.iccsafe.or 5A Job Number: 136DCS084 Ply:1 SEQN:696932/T17/GABL 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL-OL- - Qty: 1 FROM:AH DRW: Truss Label: 132GE Wgt:110.6lbs / ... 11/08/16 19'4" �- 1'8" 1'4"-� (TYP) =4X4 H J G K 12 6 p F L E tV N rn =- D C rn ' =2X4(All B M=2X4(A1) - -n A N W V U T S R Q=5X6 P 0 19,4„ f'1 19,4„ - 19'4" Loading Criteria(psf) Wind Criteria-•-- Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF- TCLL:- 20.00 Wind Std: ASCE 7-10 Pg:NA. Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc- R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.031 L 999 240 B' 93' /42 /51, /- /16 /156 BCLL: _ 0.60 _Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.037 L 999 180 X' 159 173 '/104 /- /- /24.0 BCDL: 10.00 Risk Category:II EXP:C Snow Duration:NA HORZ(LL): 0.019 L - - Wind reactions based on MWFRS Des Ld: 37.00 HORZ(TL): 0.022 L - - B Min.Brg Width Req= - ft Mean Height:15.00 NCBCLL: 10.00 TCDL:4. psf Code/Misc Criteria Creep,Factor:1.5 M •Mih Brg Width Req= - 2 -• -, Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2014,RES Max TC CSI: 0.295 Bearings B&M-are a rigid surface. , Load Duration:1.25 ' MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.228 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:.Yes Max Web CSI: 0.080 Maximum Top Chord Forces Per Ply(lbs). Loc.from endwall:Any FT/RT:26(0)/10(o) Mfg Specified Camber: Chords'Tens.Corrip. Chords' Tens. Camp. GCpi:0.18 Plate Type(s): A-13;, 27 0- G-H 254 -46 Wind Duration:1.60 WAVE. VIEW Ver:15.01.01.0402.20 B-C 83 -119 H-1 309 -48 Lumber C-D 85 -102 I-J 322. -47 Value Set:13B(Effective 611/2013) D-E 108 _-81 J-K 307 -.72 Top chord 2x4 SP#1 E-F 155 ' =61 K'-L' 239 -38' F-G 203 -48 L=M` -' '103 =103 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(ibs) Lumber value set design values :Corrlp. -Chords lens.'Comp. approved 1/30/201313 by by uses ALSC ' Chords Tens Plating Notes B-W 137 -107 R-Q 158 -112 W-V 145 -108 Q-P 107 -68 All plates are 2X4 except as noted. V-U 150 -109 P-O 104 -68 _ U-T-. 152 :-110 O-N -103- • 67 Loading T-S 154 -110 N-M 201 -131 Gable end supports 8"max rake overhang.Top ��;g f e S-R 156 -111 chord-must not be cut or notched.- Wind ti�S� '�`4{j E ;ry?'' ia+ Maximum Gable Forces Per Ply(Ibs) y �' Gables Tens.Comp. Gables Tens. Comp. Member design based on both MWFRS and C&C. ., �- % +-a No- 047,182 C-W 117 -55 H-R 188 -82 Additional Notes - , D-V 106 -75 Q-1 0 -177 See DWGS A16015ENC101014&GBLLETIN1014 for ' = ee E-U 99 -73 P-J 136 -18 gable wind bracing requirements. F-T 100 -73 O-K 221 -158 G-S 153 -73 N-L 307 -146 TAB" _ OF � +, R A +i, . -� ,() � SERIAI.9 ?f 00 00 01100 00 01 416 6e 5c d1 co 991a 11036. This itcr,, ias been aiemonic lfi s(-ynce and waledty manucl iartinec, ?E tiL.Lit.9471821 en tie Ca4 :Fawn aba4c E..ln,1 a SHA•1 1U[tiCnttEa Ellin 6adG ,. ' —WARNING— READ AND FOLLO,�Nnt4kle�{114kT�SkkNn&IdlFap��WdNG4rgacdardsrated "IMPORTANT" FURNISH THIS DRAWING_ GjAble€�flNTRiAG-,T-Ql S&iC-hWDINGdTHEiAN&TALLEIRS Trusses.require extreme care in fabricatingp 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 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 63,67 or B10, as applicable. Apply plates to each face of truss and position_as shown above and on•the Joinf Qetails, unless noted otherwise.. .�efer..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 proiesstonag 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:tw w.al ineitw.com:TPI:w ..t instor:SBCA:www.sbcindus xom•ICC:V wr.iccsafe.or - Job Number: 136DCS084 Ply:1 SEQN:696933/T9/GABL 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty:_1 FROM:AH DRW: Truss Label: C1GE Wgt:43.4lbs / ... 11/08/16 4'2" 8'4" 47' 47' �- —1'6" 1'4" (TYP) E=4X4 T 12 T 6 F�:7- D F C G u' in (V O 2X4(A1)B H=2X4(A1) 3 ALi N M L K J 1 8 4 1, 8'4" 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):-0.026 K 999 240 B 375 /173 /251 /- /118 /B.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(fL):-0.030 K 999 180 H 375 /173 /251 /- /-' /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 D - - Wind reactions based on MWFRS EXP:C HORZ(TL):-0.014 D - - B Min Brg Width Req 1.5 Des .00 Mean Height:15.00 NCBCLL: 10.00 ft Code!Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 TCDL:4.2 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.187 Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.147 Bearings B&H require a seat plate. MWFRS Parallel Dist:0 to h/2 Spacing:24.0': C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.058 Loc.from endwall:Any 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 VIEW Ver:15.01.01.0402.20 A-B 27 0 E-F 573 -349 Lumber B-C 499 -386 F-G 531 -368 _ _ Value Set:136(Effective 6/1/2013) C-D 530 -368 G-H 500 -386D-E 573 -349 H_-I 27 0 Top chord 2x4 SP#1 , Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Farces Per Ply(Ibs) Lumber value set"1313"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-N 316 -282 L-K 313 -272 N-M 315 -276 K-J 315,-;_-278 Plating Notes M-L 313 -272 J-H 316 -285 All plates are 2X4 except as noted. Loading Maximum Gable Forces Per Ply(Ibs) Gable end supports 8"max rake overhang.Top 0#01111.�1I`sJdjj_44. Gables Tens.Comp. Gables Tens. Comp. chord must not be cut or notched. 4« 4` � �f + C-N 91 -15 K-F 148 -36 r y�,'��?? +* '..}1'ra��`� ,¢' D-M 148 -36 J-G 91 -15 Wind %b 1�`�*° j $Y ««sue �0np. L-E 152 -237 Member design based on both MWFRS and C&C. °„• '.�+ Additional Notes ft «• too 047162 r' a See DWGS A16015ENC101014&GBLLETIN1014 for gable wind bracing requirements. ., .� �� � NAL.%- ' w 41 SERAL#: 7t 0 00 01 00 00 01 415 6e 5c d1 ca 99 le 10 36 This item tint beenckctront-tty&tnad anti waled t:y m m:el martinse, FIE IFL.nC.4+77 B:t Cn the'dSLC Shawn aboun uttng a 5HA-1 autberitk2unn Cade. —WARNING" READ AND FOLLO�Mv2J.l AQTE+SaakTkdL.vcph2"ING6p, dandt-led —IMPORTANT" FURNISH THIS DRAWING TOdkld6C,.ONaT[,AG-EGRSd1NGLIt1L11NGdTHfnINGtTAL-LERS Trusses require extreme care in fabricating,handlin shippingyirtstalling 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 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 Join f Details, unless noted otherwise. Refer 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 shippin�,installation and bracing of trusses.A seal on this drawing or cover page,. listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suiiabtltty 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 inst.or;SBCA:www.sbcindust .cam'ICC:www.iccsafe.or Job Number: 136DCS084 Ply:1' SEQN:677330/T26!COMN 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 2 FROM:AH - DRW: . Truss Label: L01 Wgt:37.8lbs 5' 10, 5' 5', C=4X4 T 12 04 to 1 =2X4(A1)B D=2X4(A1) �3 A E 3 F 1112X4 - iR 998 11f1 1, 51 5 �— 5, 10, 1' Loading Criteria(psf) Wind Criteria._ ., - Snow.Criteria(Pg,Pf in PSF)• Defl/CSI Criteria ♦Maximum Reactions(Ibs) v .. 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):-0.012 F 999 240 Enclosure:Closed B 438 /220 /257 /- /134 /3.5 BCLL:, 0.00 Lu:NA Cs:NA VERT(TL): 0.014 F 999 180 D 438 /220 /257 /- /- /3:5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 F - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 -Mean Height:15.00 ft HORZ(TL): 0.006 F - - B Min Brg Width Req= 1.5 ' NCBCLL: 10.00 TCDL:4.2 psf Code,/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5.,. , Soffit: 2.00 -- gCDL:5.'0 psf Bldg Code:'FBC 2014 RES Max TC•CSI: 0.291 Bearings B&Dare a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.263 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:.0.091 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 796 503 Wind Duration:1.60 WAVE VIEW Ver:16,01.01 B.0614.19 B-C 830 -503 D-E 27 :0 Lumber t Value Set:13B(Effective'6/l/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 428 -611 F-D' 428 -611 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30l2013 by ALSC Webs Tens.Comp. Wind-' i C-F 306 -424 i Member design based on both MWFRS and C&C. = Left and-right cantilevers are exposed to wind- Left bottom chord exposed to wind. � �y�y �,�ritiripol �42 E No 047182, -i% - r STATel OF } • 01 1rx SERIAL - 7f 00 00'ol 00 00 014b tie 5c d,I ca 99,100,3E ` iFls item h'as been cMctrantca7ly s�sned snd xcaled by faanval k7art{ncz, ?I:IFL.I.R.a473 A:!cn Ibr dafr:bawn abaw,-Mg a 5HA•I , autTcrtkaticncrdc. —WARNING" READ AND FOLLO..MAU4 CbTFLSatin-.4L'W( WMF G6t;ncdands"lgd . "IMPORTANT" FURNISH THIS DRAWING TGAUL-rf,GNZRAiS:E@RSdNGultldDWGdTME�NSSiFal�kLERS :=s: Trusses require extreme care in fabricating,handlingshipppingyinstalling and bracing. Refer to and follow the latest edition-of BCSI(Building - Component Safety Information,by TPI andSBCA) r safetypractices prior to performirfg these functions. Installers'shall provide temporaryry 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 permanentJateral 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 f Details, unless noted otherwise. . )Refer 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.shippingg,installation and bracing of trusses.A seal on this drawing or cover page• listing this drawing indicates acceptance.of professional engineering responsibility solely for the design shown. The suifabrlrty and use of this thawing 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 Page and these web sites:ALPINE:www.al ineitw.com•,TPI:v .t instor;SBCA:.www.sbcindust .com;ICC:www.iccsafe.or -t Job Number: 136DCS084 Ply:1 SEQN:6969511 T27/HIPS 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OILQty: 1 FROM:AH DRW: Truss Label: L02 Wgt:44.81bs .. / ... 11/08/16 3' 7' 10, 3' 4' 3' 12 C-4X6 =D 4 T 6 � 1:�_ =2X4(A1)B E=2X4(A1) ih N 1 A F 4 H G 1 III 2X4 =3X4 1fr 919118 Al �i t4 3'1"12 3'6"12 3'3"8 1 3'1"12 6'8"8 10, 1 Loading Criteria(psi) Wind Criferia Snow Criteria(Pg,Pf in PSF) Defl/CS1 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 /- /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.012 G - - B Min 8rg Width Req= 1.5 5 E Min Brg Width,Re 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1. q •TCDL:4.2 psf Bearings B&E are a rigid surface. Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.184 g g BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.170 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.063 Maximum Top Chord Forces Per Ply(Ibs) (Loc.from endwall:NA FT/RT:20 /10 0) (0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Camp. P GCpic 0.18 Plate Type(s): A-B 27 -20 D-E 379 -840 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 B-C 379 -846 E-F 27 -20 Lumber Wind C-D 318 -755 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Top chord 2x4 SP#1 Left and right cantilevers are exposed to wind Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Chords Tens.Comp. Chords> Tens.-Comp. Webs 2x4 x4#3 Left bottom chord exposed to wind. B-H 729 -318 G-E 725 -318 Lumber value set"13I3"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 ���� T9>Id> TC-From 56 plf at 7.00 to 56 plf at 10.00 � ■�r° A TC-From 56 plf at 10.00 to 56 pif at 11.00 ' �t .•:: .m BC-From 4 pif at -1.00 to 4 pif at 0.00 ,fib :" "'•r`i� "°4}p BC-From 20 pif at 0.00 to 20 pif at 3.00 �` +� BC-From 24 pif at 3.00 to 24 plf at 7.00 s • rd BC-From 20 pif at 7.00 to 20 plf at 10.00 No 0 -'1 �^ BC-From 4 plf at 10.00 to 4 plf at 11.00 BC- 105 lb Conc.Load at 3.00,7.00 Loading »+ #1 hip supports 3-0-0 jacks with no webs. 1 �� STATE OF Left side jacks have 3-0-0 setback with 0-1-4 cant y; .4". 1�j . and 1-0-0 overhang.End jacks have 3-0-0 setback 10 �. a" with 0-1-4 cant and 1-0-0 overhang.Right side jacks ,� a *"P ' have 3 90 setback with 0-1-4 cant and 0-0-0 overha SERIAL.#: 7f 00 00 0100 00 01 4b Oe Sc di ca 0 le fO 36 IV,item hoc been alectronicafty sic ned snd sealed by rumm:cl Martincc, Pi.1?t..Lt.dd 71821 m lbb Cate d.WnaiM W.8 a SMA.I iVt}ICnttratlen<bdC. "WARNING- READ AND FOLLO,"6klcti QTEScQt6TMh%QJ?AWiJNCaLpg dands-lad *"IMPORTANT** FURNISH THIS DRAWING TOdtlVIeG@Na:RAG!gQR+Sdt LtltD4NG:iT Iii4NSFAI 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 910, - as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Pefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Comp vents 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 procession 1 engmeerin responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the 9uilding Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineltw.com;TPI:www.l instor'SBCA:wvm.sbcindus .com•]CC:www.iccsafe.or Job Number: 136DC5084 Ply:1 SEQN:696945/T28/VAL 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 1 FROM:_GM, FRW:' - Truss Label: VI Wgt:25.2lbs / ... 11/08/16. 3'11"B 7-11" 3'11"8 3'11"8 i 12 B=4X4 N =3X4(D1) =3X4(D1) A C -aw D 1112X4 3'11"B 3'11"8 3'11"8 7-11„ Loading Criteria.(psf) Wind Criteria Snow.Criteria(Pg,P.f in PSE) 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):-0.013 D 999 240 A* 73 /28 /34 /- /8 /95:0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.015 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 D - - A Min Brg Width Req= EXP:C - Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.006 D - - Bearing A is a rigid surface. NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 - BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.141 Maximum Top Chord-Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.121 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.109 A-,B 200 -178 B-C _ 200 _.-178 Loc.from endwall:not in 9.o0 ft FT/RT:20(0)/l0(0) - Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp• Chords Tens. Comp. Lumber A-D 234 -146 D-C 234 -146 Value Set:13B(Effective 6/1/2013) _.. Top chord 2x4 SP#b Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP#1- Webs Tens.Com Webs 2x4 SP#3 P• Lumber value set"l3B"uses design values B-D - 366 -309 _'- approved 1/30/2013 by ALSC Wind "Member design based on both MWFRS and C&C. " Additional Notes ' See DWG VAL160101014 for valley details. ; •��� 44. Lam' `.. ` .. ' ..la STATEF N I` ��• *"*as`��''M V t - SERIAL. 7f 00 00 0100 00 01 4b Oe 5k d1•ca 99 is fff'36 761s it¢m has be¢n cl¢aronlcally s n¢d snd s¢al¢d by Mem:¢I Martine{ FE(R.Lic.V47192t..the eatr:E.PwnaIY.IV¢L'Ying aSY.h I _ ' authertkatfen code.. _ ' **WARNING** READ ANDFOLLO,M1414kTGScQNuFht16FJJVU�F/Sa4medandzzskd " **IMPORTANT** FURNISH THIS DRAWING TCbAlut.C-4Dba RAGTG R1 SiNGlitddl;WGdT-"Vny NStTa2,LLERS Trusses require extreme care in fabricating,handlin shi pingpItastalling 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 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 810, 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 far 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 protessional 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:wm .al ineitw.com:TPI:wA".t instor:SBCA:www.sbdndust .com'ICC:ww Jccsafe.or n 1 Job Number: 136DCS084 Ply:1 SEQN:677334/T22/VAL 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 1 FROM:GM DRW: Truss Label: V2 Wgt:16.8 lbs / ... 11/08/16 1'11"8 3'11" 1'11"8 1'11"8 12 6 B=3X4 =3X4(D1) =3X4(D1) A C 3-11" _I I_ 3'11 n I 3-11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF' TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL:, 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.004 999 240 A' 70 /22 /31 /- /6 /47.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT L: 0.007 999 180 Rik Category:II � ) Wind reactions based on MWFRS s BCDL: 10.00 g ry Snow Duration:NA HORZ(LL): 0.001 - - A Min Brg Width Req= - EXP:C Des Ld: 37.00 HORZ(TL):-0.003 - - Bearing A is a rigid surface.Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 ' TCDL:4.2 psf . Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES' Max TC CSI: 0.058 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.069 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 - 188 -162 B-C 188 162 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber. GCpi:0.IS Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.01B.0614.19 Chords Tens.Comp. Lumber A-C 158 -149 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Bot chord'2x4 SP#1 ' Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C.- Additional Notes See DWG VAL160101014 for valley details. € dr ¢4. No 0471$2 y, • a ,11 . STATE OF " SERIAL#: 7f 00 00 0100 00 01,4b 6e$o d1 ca 991c:(6 36 This Item has been eteetronlrA4 swcd and scaled by Mzr. 1 Martincs, 2E t>L.U[.paTl87f crs ihccafe sAawn abnve u-anp,a 5Hq.1 authcr[l�Flcn cod¢. —WARNING" READ ANDFOLLO, t24lcai114kTG�5JcZLVnF#d6Fa6�aldJFJfa4rznedandscsFcd "IMPORTANT" FURNISH THIS DRAWING TaAkt6SGbbTBA4TG RSdMLtWDINGdE44S,NSi ALLERS Trusses require extreme care in fabricating,handlin shippin Winstalling and bracing.•Refer to and follow the latest edition of BCSI(Building_ Component Safety Information,by TPI anU'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 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 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. }2efer 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 ar y 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 processional engineering responsibility solely for the design shown. The sui9ability 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:www.t inst.or•SBCA:www.sbcindus .com;ICC:www.iccsafe.oY A' Job Number: 136DCS084 Ply:1 SEQN:696942/T21/VAL 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 1 FROM:GM DRW: Truss Label: MV1 Wgt:21.0 lbs / ... 11/08/16 A 1112X4 6 v b1 CV 3X4(D1) B Li III2X6 5'6" 5,6„ 66" '1 Loading Criteria-(psi)-- 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/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.049 C 999 240 C* 74 /17 /49 /- /13 /66.0 BCLL'. 0.00 Enclosure:Closed Lu:NA Cs:NA. VERT(TL): 0.060 C 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019.0 - - C Min Brg Width Req= - Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.023 C Bearing C is a rigid surface. NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.299 Maximum Top Chord'Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.223 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.185 A-B 44 -110 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:15.01.01.0402.20 1 Chords Tens.Comp. Lumber Value Set:13B(Effective 6/1/2013) C-B 15 -18 Top chard 2x4 SP#1 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Webs 2x4 SP#3 Webs Tens.Comp. Lumber value set"136"uses design values A-C 223 -128 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left end vertical not exposed to wind pressure. � 1 - Additional Notes %1t�+t, �a1369fiEW! 0/r See DWG VAL160101014 for valley details. 1�� L�� f et 40 No 0471.82 0 % STATE -OF A 0 ��, �. N A SERIAL It: 7f00 00 01100 00 0146 6e5cd1 ca991c1036 Thls itemhas Lean akcuanlcally s(necand sazlcd by MannarlAartina; 8E(FL.[k.a4J1821an Itw Ears shown abnvc using a SHA.1 - iti[hCTit}:atICnQBdc. ' —WARNING** READ AND FOLLO�"A11cy Cff..ESd0NjMb& and:aalad ' "'IMPORTANT"" FURNISH THIS DRAWING TGALl 6€ONZRAOuTGdRS&4eltl INGdIHFEI-4NStTAL--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)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 16OA-Z for standard plate-positions. Alpine,a division of ITW Buildi,, 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 shipping,installation and bracing of trusses.A seal on this growing or cover pa e,. listing this drawing indicates acceptance of professional.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.ANSUTPI 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:wm .sbcindus .corn"ICC:www.icrsafe.or . Job Number: 136DCS084 Ply:1 SEQN:696943/T20/VAL 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 1 FROM:GM DRW: Truss Label: MV2 Wgt:14.0 Ibs / ... 11l08/16 12 A 1112X4 Q 6 B Li 1112X4 D f 3'11"8 -I T 11"8 T 11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria a 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):-0.019 C 999 240 C' 73 .116 /47 /- /12 /47.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.023 C 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 C - - C Min Brg Width Reg= - EXP:.0 Des Ld: 37.00 Height:15.00 ft HORZ(TL): 0.009 C - - Bearing C is a rigid surface.Mean Hei NCBCLL:10.00 TCDL: ei Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:5.2 psf psf Bldg Code: FBC 2014 RES Max TC CSI: 0.165 Maximum Top Chord Forces Per Ply(Ibs)' Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.115 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00-ft Rep Factors Used:Yes Max Web CSI: 0.096 A-B 33- -78 ` 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:15.01.01.0402.20 Chords Tens.Comp. Lumber C-B _8 . -11 Value Set:13B(Effective 6/1/2013) Top chard 2x4 SP#1 Maximum Web Forces Per Ply(Ibs) . Bot chord 2x4 SP#1 Webs Tens.Comp. Webs 2x4 SP#3 Lumber value set"136"uses design values A-C 163 -90 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. c Additional Notes See DWG VAL160101014 for valley details. � 1&ffiD$ � pd o 047182 STATE 'OF z "O SERIAL.#. ';rf 00 Cis 0i:00 00 01 6e d f ca 0916 Ifs 36 This it.. has teen ekncanita}ty s{yned;and scaled ty Maru.al A;artine{, ' ?F.(=7..LCc.da.7102}a"tte daG:shawtt abaua using n SHK•2 1CittiCTitR*:]tiM eRkdC **WARNING*" READ AND FOLLO,"ALLcJAQTFtSalk,TAib%QF"JfJ`Cti6p Aand.kd _- -IMPORTANT** FURNISH THIS DRAWING Tbdtllt6C,.flN1EBAQ3Ld17fndidful WDINGcT-4dWMnttN/&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 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 910, 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 m conformance with ANSI/TPI 1,or for handling shippingg,installation and bracing of trusses.A seal on this grawing or cover pa e listing this drawing indicates acceptance of proesstonal 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:wwmal ineitw.com•TPI:www.t insLor:SBCA:www.sbcindusi .com;ICC:www.iccsafe.or -Job Number: 136DCS084 — — — Ply:1 SEQN:696944/T10/VAL 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 1 FROM:GM, DRW: Truss Label: MV3 Wgt:11.2lbs / ... 11/08/16; . 12 a 6 A t_ =3X4(D1) B C 1'11tt8 1t11"8 1'11"8 Loading 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# Loc R /U /Rw /Rh /RL 1 W TCDL: . 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):•NA- C' 70 /12 /39 /- /9' /23.5 ' BCLL:' 0.00 Enclosure:Closed Lu:NA Cs:NA, VERT(TL):NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.00.6 A - C Min Brg Width Req= - EXP:C Des Ld: 37.00 HORZ(TL): 0.008 A - Bearing C is a rigid surface. • Mean Height:15.00 ft ' NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor;1.5 Soffit: 2.00 BCDL:5.0 psf' Bldg Code: FBC 2014 RES- Max TC CSI: 0.042 Maximum Top Chord-Forces Per Ply(Ibs) - Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.074 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes .Max Web CSI: 0.000 A-B. 0 -21 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:15.01.01.0402.20 Chords •Tens.Comp. Lumber C-B o 0 Value Set:13B(Effective 611/2013) - Top chord 2x4 SP#1_ Bot chord 2x4 SP#1 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. t� 1. MAq q No 0 7182 x iii4 to - SERIAL 9. V 00 00 01.00 00 01.4ti de Su d1 ca 09,16 10 36, i. Item has betnekcvnnlcatly signed And staltd by ratnucl Martin 4 2F.rEi:.U[.7A 7732t cn the daM zF.awn aliavc using a SY.A+7 iL'ttitnCE:�tIOFQidC. - . —WARNING— READ AND FOLLO,fRdAL1es4034 FrStQt6T'hd6&G2tAW1UG6peoanduaFcd "IMPORTANT— FURNISH THIS DRAWING TOAki6C@NZRA4:TIDR.6dN4 i WDU4GdTaFna NSif LERS - Trusses require extreme care in fabricating,handlin shippingpiiistalling 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.cbord 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 ins�alled'per BCSI'sections B3,B7. or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint,Details,, unless noted otherwise. Pefer to .. drawings 160A-Z for standard plate positions. " Alpine,a division of ITW BuildinggComponenfs 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 grawing or cover pa e,, listing this drawing indicates acceptance of protessional engineering responsibility solely for the design shown. The suitability' , and use of this Hawing for any structure is the responsibility of the,tuilding.Designer per ANSI/TPI 1 Sec.2.' _ For more information see this job's general notes page and these web sites:ALPINE:www.al in.itwxom•TPI:wa .t insl.or•SBCA:www.sbcindust .com'[CC:www.iccsafe.or Job Number: 136DCS084 Ply:1 SEQN:696938/T15 I EJAC 4EAB Aria"C"LL OL/DR Horton MEAB Aria"C"LL OL Qty: 15 FROM:'AH FDR : Truss Label: EJ7 Wgt:23.8 Ibs / ... 11/08/16 C 12 6 _M O LO CO V 2X4(A1)B A D 7 7' 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 Lldefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 336 /117 /259 !- /173 18.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 127 /20 /101 /- /- 11.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.021 D C 171 /133 /91 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.031 D Wind reactions based on MWFRS q NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Re 1.5 TCDL:4.2 psf D Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.496 P C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.368 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)/l0(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber • Value Set:13B(Effective 6/1/2013) A-B 27 0 ' B-C 77 - -151 Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC B-D 0 0 - Wind Member design based on both MWFRS and C&C. 0Ot,11I8 i 31,111 , I �:.� No 047182 R m a � s a STATE OF e «'SERIAL 9, - 7f Ott 00 0100 00 01.4b 6e Sc di ca 99 is fO 36 This item has tears tkcttaolsaW stgned and sealed ty manual m3runc;, 2E IGL.LC[.di T182}an thCdata:pawn aiX14C L'iing a SHk•I aUdicCCitaFlcn Li 7c_ —WARNING" READ AND FOLLO�Unfcl,♦;lc$AaTEScakT,4b%Q9d&WJNG6onrd and zrakd "IMPORTANT" FURNISH THIS DRAWING TGAld6C-ONIRAr-,fiQRSdNCuLiWEIINGdT-"E,INStTAL--LERS Trusses require extreme care in fabricating,handlingshippingpimstalling 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 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. 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 protessiona 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 inst.or:SBCA:www.sbcindusl .com:ICC:w .iccsafe.or Job Number: 136DCS084 Ply:1 SEQN:696939/T16/EJAC 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 6 FROM:AH DRW: Truss Label: EJ7A Wgt:21.0 Ibs •. / ... 11/08/16 B ►_ 12 6 c� Cl) 2X4(A1)A T C 7' 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) p 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 A 270 /41 /188 /- /100 18.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 128 /13 /104 !- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.024 C B 174 /81 /95 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.034 C - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5. Soffit: 2.00 gCbL:5.0 psf Bldg Code: FBC 2014 RES. Max TC CS: 0.505 C Min Brg Width Req= - Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.373 B Min Brg Width Req= - MWFRS Parallel Dist:h to 2h 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 gearing 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:15.01.01.0402.20 Chords Tens.Comp. Lumber - Value Set:13B(Effective 6/1/2013) A-B 78 -152 •-• Top chord 2x4 SP#1 'Maximum Sot Chord Forces Pei PI 'Ibs '- Bot chord 2x4 SP#1 Y� )•i;, Chords Tens.Comp. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC A-C 0 0 Wind Member design based on both MWFRS and C&C. ENS No 047182 a s STATE OF . tit 4(11104% �E��,♦ 4V�'h SERIAL s: 7100 00 01.00 00 01 4b 6e Sc dl ca 99 is fO36 rhls ieamfias4ecn ckcnanitsilfsi:,netl',and sxalc3 by Mana:sl tdartine[, , PE FL.LIc.947IS21 en MO-Clt,IF—"At—-Ing a 5HA•I xtitertktatfcr,sudc- **WARNING*' READ AND FOLLOWn (4kTESjat4mFi#d6% WidL`G6.tncdanda-ild **IMPORTANT** FURNISH THIS DRAWING TChrAL)LGGN3:RAG'TG RSdNCulall1.CINGdT-kd.4NStTAL--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 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 83,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. 2efer 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 shipping,installation and bracing of trusses.A seal on this drawing or cover pa a..' listing this drawing indicates acceptance of professional engineerinct responsibility solely for the.design shown. The suigabtltty 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'ob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or:SBCA:w .sbcindus .com:ICC:w. Jccsafe.or Job Number: 136DCS084 Ply:1 SEQN:696941/T23!EJAC 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 3 FROM:AH DRW: Truss Label: EJ3L Wgt:12.6 Ibs / ... 11/08/16 C 12 6 M C) U') 2X4(A1)B M cV 4"3 �- A D 1t } 31 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reacfions(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 8 190. /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):-0.004 D - - C 66 /52.- 132 /- /- /1.5 Des Ld: 37.00 EXP:C Mean Height:15.00 HORZ(TL):-0.005 D - - Wind reactions based on MWFRS ft - B Min Br Width Re NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 g q= 1.5 Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.178 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: 0.078 Spacing:24.D". Re Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. p g: - C&C Dist a:3.00 ft P 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:15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 29 •-106 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SR#1 Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"l3B"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 0��y;!lDi30 No 047182 ar • • e� J� STATE OF • • RM 1 < ` � SERIAL 9: 7f 00 00 0100 00 01 4b 6e 5c d 1 ca 0 1c 10 36 7bb Item has tern claarrxnlcafly s(red one seated ty Manuel b:artinag FE.I;t.be aa.771321 en[tic ns4 shown abnue using a SHA-1 ' aetlicrtkat"ten coda. "WARNING" READ AND FOLLOM&LL4 0IFS-akTh L%QJR JNG6ga.d-d—icd —IMPORTANT— FURNISH THIS DRAWING TOrltIdle€GNIRAG:bOfSdNfultlt1OlNGdThlEgNsi A LERS , Trusses require extreme care in fabricating,handlingshippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) 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 SCSI sections B3,B7 or 810, 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 16OA-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 drawing indicates acceptance of pro esstona engineering responsibility solely for the design shown. The sui9abtltty-. and use of this 9�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.ai ineitwxom:TPI:www.t inst.or:SBCA:www.sbcindus .com•ICC:www.iccsafe.or Job Number: 136DCS084 "- Ply:1 SEQN:665954/T12/JACK 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL. Qty: 5 FROM:AH DRW: Truss Label: BJ5 Wgt:16.8lbs .. / ... 11/08/16' . C s 12 6 M O � (V Cl) 2X4(A1)B 1 A D 51 51 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 L RL �/W, TCDL: 7.00 Speed: 160 mph' Pf:NA Ce:NA VERT(LL): NA B '263 /96 1208 /- /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:It Snow Duration:NA HORZ(LL):-0.007 D - - C 119 /93 /62 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.010 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: 0.309 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.182 C Min Brg Width Req= - 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. ' FT/RT:20 /10 Bearing B requires-a seat plate. 0 0 Loc,from endwall:not in 4.50 ft ( ) ( ) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16.01.01B.0614.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:136(Effective 6/1/2013) A-B 27 0 B-C 53 .-120,. Top-chord 2x4 SP#1 Bot chord 2x4 SP#1 Maximum Bot Chord Farces Per Ply(Ibs) ,. Chords Tens.Comp. Lumber value set"l3B"usei design values •• ' approved 1/30/2013 by ALSC B-D 0 0 Wind Member design based on both MWFRS and C&C. - 4yt{��'191YlidfY�! Oak �C4 W 047182 �* ; STATE c , , SEI{1AL#:. 7t 00 00 0100 00 01 ati 6e:u d t ca 99.1c f0'36 TV,item hn torn ckarnnfcst}y sEyoed snd waled F;r Mant:cl Martina L 1E K.I.tc.0471821 en Ihr dalr shawn'aNn L_ini a SHA.1 authentkat(cn ands - -WARNING** READ AND FOLLO.t/A{t9L1caI114kTIfScd�lnFhl6Fe�9N1JAJ(n4dnedanesrsFed° .**IMPORTANT** FURNISH THIS DRAWING TGAL«t6C4N RAAQ'EIDRS iJ ItWEII l:fndTHr.,IN&ttT AL-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 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 Join?Details,,unless noted otherwise. }Refer to drawings 16CA-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 to 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 professional engineering responsibility solely for the design shown. The suitability and use of this 9�awing for any structure is the responsibility of the Quilding.Designer per ANSI/TPI 1 Sec. For - 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:"Wsbdridust .com:ICC:www.iccsafe.or Job Number: 136DCS084 Ply:1 SEQN:665944/T11/JACK 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 1 FROM:AH DRW: Truss Label: BJ5B Wgt:15.4 Ibs .. / ... 11/08/16 B j. 12 g M O N 2X4(A1)A T C 5' 5' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lb"s) 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 A 195 /56 /135 /- /107 /8.0 BCLL: 0.00 _ Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 91 /15 174 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.008 C - - B 123 /96 /67 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.012 C - - Wind reactions based on MWFRS Mean Height:15.00 ft A Min Brg Width Re = 1.5 NCBCLL: 10.D0 Code/Misc Criteria Creep Factor:1.5 q TCDL:4.2 psf C Min Br Width Re Soffit: 2.00 BCDL:5.0 sf Bldg Cade: FBC 2014 RES Max TC CSI: 0.319 g q= - p B Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.187 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 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:16.01.01B.0614.20 Chords Tens.Comp. Lumber Value Set:13B(Effective 6/1/2013) A-B 55 -122 .. Top chord 2x4 SP#1 Maximum ns.Comp. Bot Chord Forces Per Ply(Ibs)' Bot chord 2x4 SP#1 Chords Te ns. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC A-C 0 0 Wind Member design based on both MWFRS and C&C. ��q�Jg*��!ffi1if�'f jyB`4t _ N y '. ;TAT OF �. K` ids 1 l y i d M �yY 10 7Iytfifil"tt SERIAL tt: 7f 00 00 0100 00 01 4b 6e Sc di ca 99 le f0 36 This Rem has hem&L-monlcAf slpcd and scalcd tev psaiu:al martinet, PE I>:..uc.deris2i CPI me Cate stA a 2bN -ins a SN0..7 ac u='U:at lcn U 4a. **WARNING** READ AND FOLLOkNn/>L1ctS114kTGS 43N»F#d1�62�NVdNG4tgncdardzcand `*IMPORTANT** FURNISH THIS DRAWING TO,rAtl 6CaNT-,RAG:EQRSdNfultWDiNGdT-NE�J£eifdhELERS 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 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/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this pYawing or cover pagge., listing this drawing indicates acceptance of professional 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 ANSUTPI 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.sbcindus .com•ICC:w.wv.iccsafe.or Job Number: 136DCS084 Ply:1 SEQN:696936/T13/JACK 4EAB Aria"C"LL OL/DR Horton'/4EAB Aria"C"LL OL Qty: 6 FROM:AH DRW: Truss Label: BJ3 Wgt:12.6 Ibs / ... 11/08/16 C 12 6 co o 2X4(A1) B M - N W D 31 � 1 31 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 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):-0.004 D - - C 64 /51 /30 /- /- /1.5 Des Ld: 37.00- EXP:C HORZ(TL):-0.1104 D - Wind reactions based on MWFRS NCBCLL: 10.D0 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.0 psf D Min Br Width Re - Soffit 2.00 Bldg Code: FBC 2014 RES, Max TC CSI: 0.]74 g q- - BCDL:5.0 psf. Width R Brg e Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 . Max BC CSI: 0.072 C Min q- - 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. Bearing B requires a seat plate. Loc.from en FTlR I:20dwall:'Any' (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:15;01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 611/2013) A-B 27 0 B-C 29 -105 Top chord 2x4 SP#1 Maximum Bot Chord Forces.Per PI Ibs Bot chord 2x4.SP#1 - � - Chords Tens.Comp. y( ) _. Lumber value set"l3B"uses design-values ' approved 1/30/2013 by ALSC, B-D 0 .0 , Wind Member design based on both MWFRS and C&C. ��,{iillitl3df jp8 •whp°y. {SFr °°csE .�j�e$ Its y. vi TAT E 'OF aIa • ��Lr Ibk SERIAL r; 7f 0.0 00'0i 00.00 01 db 6 Sc di ca 99 fe f616 Thifitamh-hecn nd scate3 Eq ma 1m.ninec, ` PE(FL.Lit.04 T362)cn the dxtc shown aba:e cslnq a SHd=3 , auLficxtkat(cn code. , **WARNING** READ ANDFOLLOUkntA�l�{11kkTGScQL4nTkdlFt9h�n9AMdNG4tsncdandzrsise **IMPORTANT— FURNISH THIS DRAWING TQ.Mule€ONLRA&TGRSdNGLtltl,♦]WGdWingNStT LERS Trusses require extreme care in fabricating,handlin� shi pingyinstalling and bracing. Refer to and follow the latest'edifion 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 sheathingand.bottom chord-shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insalled per B C S I sections B3,.B7 or 810, 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 drawing any failure-to build the truss in conformance with ANSI/rPl T;or for handling shippingg,installation and bracing of trusses.A seal on this Urawmg or cover page•- listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability . and use of this drawing for any structure is the responsibility of the building Designer_per ANSI/TPIA Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineilw.com:'TPI:vnvw.t insLor':SBCA:waw.sbcindust .com'ICC:w Jccsafe.ord - - Job Number: 136DCS084 Ply:1 SEQN:696935/T14/JACK 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 6 FROM:AH DRW: Truss Label: BJ1 Wgt:11.2 Ibs „ / ... 11/08/16 12 6 C 2X4(A1) B M CD LO 4'3 A -� 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# Lac R /U /Rw /Rh /RL /W 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(TL):NA D 11 /10 /18 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C -14 /28 /25 !- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.001 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= 1.5 TCDL:4.2 psf D Min Br Width Re Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 g q' - BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.W5 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: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.15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) A-B 27 0 B-C 28 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 - Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"l36"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. �'A N �•�Yr����l�' O 04-7182 t b STATE 7qq-�p' sl 1 O � II.'afff�Af t ... �� !Fir �'p � , `�. SERIAL 4: 7f00 00 0100 00 01 4b6e6cdI ca016f036 This item has been claaranICA4 slpy dsnd sealed by MO.W l0ati-, 7F.K.lsc.04.71821 en the CAW spawn aboae Wang'a SHA.1 authenticTticneadc. **WARNING" READ AND FOLLO,U�iflLlca{11&kT♦raSck�NnC �& WJfl�alsgnedaneus4cd **IMPORTANT** FURNISH THIS DRAWING TCIAtlrlleCGNZRAf.TGdRfvetf4G4iWDINfvdthll-n,INStTdkL-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 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 Joinf 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!rPl 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of prOTessional 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:wwwt instor:SBCA:www.sbcindus .com•ICC:wsJccsafe.or Job Number: 136UCS084 Ply:1 SEQN:696940/T24/JACK 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 4 FROM:AH DRW: Truss Label: BJ1L Wgt:11.2lbs / ... 11/08/16 12 6 F�7- C . 77=_2X4 )B Cl) T CD L A 1I„A V_ 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 L/defl•L/# 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:II Snow Duration:NA HORZ(LL): 0.001 D - C 1 /23 /22' /- /- 11.5 M Des Ld: 37.00 ea Cn Height:15.00 ft HORZ(TL): 0.001 D - Wind reactions based on MWFRS Mean NCBCLL: 10.00 TCDL: . psf B Min Br 5.0 Code/Misc Criteria Creep Factor:1.5 g Width Req= 1.5. Soffit: 2.00 BCDL: - psf •• Bldg Code: FBC 2014 RES Max TC CSI: 0.163 D Min Br gWidth Re q= - • Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.013 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 V 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:15.01.01.0402.20 Chords Tens.Comp., Chords Tens. Comp. 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"1313"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind = Member design based on both MWFRS and CBC. ..... . . ._.. _. _ , Left cantilever is exposed to wind -�' '. No 04716 , �. STAT - A. ' r/ON SERIAL 9: 7f 00 00.0100 0 01 b 6e,5c di ca 99 is f0 36 TTIz Item ha€teen ekczesnixxlty s;�ned and:ealeC t:y Man�sl k:artincte �F..(FL.Lk.VIM[-IhCCxrfi shaven aNz wings SHA-1 ' a=.ahcrtl::adcn cas_ **WARNING— READ AND FOLLO,MALla4aTEScQ kT�WL9zQpA,t/:iJdNGL-gnscands-lad **IMPORTANT** FURNISH THIS DRAWING-TCIAbtcC'.GNIRArta:TG RSdNC}tWD}NG1 iZhlEr�NSttTALLERS 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 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 Buildingg 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 hand ling�-shipping,installation and bracing of trusses.A seal on this drawing or cover pa e,, listing this drawing indicates acceptance of professionag engineering responsibility solely for the design shown. The suiQability 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 a e and these web sites:ALPINE:wuw.al ineitw.com•TPI:w A inst.or:SBCA:mm.sbcindus .com--ICC:vAm.imsafe.orci J Job Number: 136DCS084 Ply:1 SEQN:665948 I T25/HIP_ 4EAB Aria"C"LL OL/DR Horton MEAB Aria"C"LL OL Qty: 3 FROM:AH DRW: Truss Label: CJ7 Wgt:42.0 Ibs / ... 11/08/16 6'3" 9110,11 f 6'3" T- 37' '1 D 12 4.24 3X4 C v m � � 2h HB 3 2X4(A1)B T 4"3 A G_ =5X6 F E 1112X4 �--1 5 6'1"4 3'2" 6"1 6'1"4 9'3"4 -19,1641 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maxiirium'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 I Rh /RL /W TCDL:. 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.014 G 999 240 B 326 /154 /- /- /- /10.6 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.032 G 999 180 E 410 /129 /- /0 /0 _ /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 F - - D 168 /132 /- /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.009 F - - Wind reactions based on MWFRS Mean Height:15.00 ft q NCBCLL: 10.00 Code/Misc Criteria - Creep B Min Brg Width Re =`Factor:1.5 1.5 - -TCDL:.4.2 psf• E Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.316 9 q= - D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI': 0.308 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 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.O1B.0614.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B -9 --6. C-D - 59._ -74 Value Set:13B(Effective.6/1/2013) 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) Lumber value set" 3B"uses design values Chords Tens.Comp. Chords Tens. Comp. 1 approved 1/30/2013 by ALSC B-G 578 -259 F-E 0 0 G-F 570 -262 Loading Hipjack supports 6-11-8 setback jacks with no webs. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind b�Wind loads and reactions based on MWFRS. G-C 181 0 C-F 314 -684 ��� ¢� _ ... - , _ ! , *� NO 04,1182 4 � STATE Yy 3= :gA% ONAL SERIALz: 7f:100 00;01 fw 00 01-4 bOeScdl ca I 1 ° trill iten has F:em ekcuanlcatty s(y^neG and sestet E±y Mantel.Martina;, 2E(fL.L[c.aa T781}Cm tElc Gate sh wn atAnHa Wings SHA•3 ' autf�crttat(encade- "WARNING** READ AND FOLLOUn���ScQNnF6FeE11��L11t43ansdandsea{cd "*IMPORTANT** FURNISH THIS DRAWING TCbdkb6 @N.MQA1&,-90ASdNGliWDINGjT-AUD lNai ALLERS _ Trusses require extreme care in fabricating,handling shippingaiinstalling 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 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:'Refer to _ drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not,66 responsible for any deviation from this drawing any failure fe 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 pae listing this drawing indicates acceptance of proyessional 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 inst.or'SBCA:www.sbcindus .com•ICC:www.iccsafe.or Job Number: 136DCS084 Ply:1 SEQN:677332/T31/HIP_ 4EAB Aria"C"LL OL/DR Horton/4EAB Aria"C"LL OL Qty: 2 FROM:AH DRW:.. Truss Label: CJ3L Wgt:16.8Ibs .. / ... 11/08/16, . Ci . 12 4.24 2X4(A1)B N 3 A D 412°3 1t5"12 -I I 4121-3 . 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): NA Enclosure:Closed B 151 /73 /- /- /- /4.9 BCLL: 0.00 Lu:NA Cs:NA VERT(TL):NA D 72 /3 /- - /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D C 35 /5 /- /- /- 11.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.005 D - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code I 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 CS I: 0.073 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.118 C Min Brg Width Req=P - Spacing:24.0 C&C Dist a:3.00 ft Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. - " - Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber:. Maximum Top Chord-Forces Per Ply(Ibs) Wind Duration::1.60 WAVE VIEW Ver:16.01.01 B.0614.19 GCpi: 18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. - Lumber A-B 15 -11 ' B-C 12 -6 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 vafue set"13B"uses design values B-D 0 0 - - •- approved 1/30/2013 by ALSC - Special Loads -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -1.48 to 55 plf at 0.00 TC-From - 2 plf at 0.00 to 2 plf at _ 4.18 BC-From 0 plf at -1.48 to 4 plf at 0.00 ���11� � BC-From 2 plf at 0.00 to 2 plf at 4.18 1dQ�t% p��I TC- 2 lb Conc.Load at 1.41 BC- 26 lb Conc.Load at 1.41 �� Wind � n �.; � & `_•- �aag Wind loads and reactions based on MWFRS. No A :0* STATE OF *y _ m OR SERIAL z: 7f00 00 01 00 00 01$b6e$cd1 ca99'ftWU Tblt item has been etactrnnlcaily 4nnd and scaled:Gy Manuel Martine{. 26 I°L.Lfc,a471821 en the cafe shown abn"e w-Sn_a a SY_.A,i ' au[Lcn[f:aticn crxdc_ **WARNING- READ AND FOLLOAUA,LLAQTES&1NnTkda QAZA?/dLG6@ncd and sealed .T -IMPORTANT** FURNISH THIS DRAWING TGAILIL-.GflN.TRA-fub LflA.fdNGItW llNGdTEhllaylNSFo�kJ:LERS Trusses require extreme care in fabricating,handlin shippping;pinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)'fo�-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 bracingg installed per BCSI sections 63,B7 or B10, - as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. - Alpine,adivision 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 pa ,e listing this drawing indicates acceptance of professionag engineering responsibility solely for the design shown. The suiQability 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:wwwt insLor:SBCA:w. .sbcindus .coin'ICC:www.iccsafe.or Gable Stud Reinforcement Detait,"' . '"'.. ASCE 7-101 160 mph Wind Speed;' 15' Mean Height, Enclosed; Exposure C, Kzt = 1,00 Or,,. 140 mph Wind Speed, 15' Mean,Height, Partially,Enclosed, Exposure'C, Kzt = 1.00 Or, 140 mph Wind Speed,45' Mean Height, Enclosed, Expos6re D, Kzt = 1.00 ❑r, 120 inph Wind Speed, 15' Mean Height, Partially,Enclosed, Exposure D. Kzt = 1.00 Brace (1) lx4 'L' Brace x (1) 2x4 'L' Brace ■ (2) 2x4 'L' Brace xr (1) 2x6 'L''Brace w (2) 2x6 'L' Brace x Bracing Group Species and Grades) ertical No Braces Group A S ��2_ ecies Grade p Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Al #1 / #2 3' 10' 6'" 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 112' 8' '14' 0' 14' 0' 1 ruce-PStan r Hen-Fir +' S P F p1 / k2 Standnrd g2 Stud #3 3' 8' S' 9' 6' 2'• 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' I4' 0' q3 Stud g3 Standnrd O (� Stud 3' 8' 5' 9' 6' V• 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' r, Standard 3' 8' 4' 11' S' 3' 6' 7' 7' 1 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' Dou'las Flr-Larch Southern Plnexxx #1 4' 0' 6' 8' 6' 11, 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 114' 0' 14' 0' H3 #3 J S P #2 3' 10' 6' 7' 6' 10' 7' 9' 8' V. 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' Stud Stud Standard Stnndnrd I #3 3' 9' S' 3' S' 7' 6' 11' 7' S' 9' 2' 9' 7' 10' 11' I1' 8' 14' 0' 14 0' d (U 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' Standnrd 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' e, 11' 9' H' 10' 4' 13' V 14' 0' Group BI U #1 / #2 4' 5' 7' 6' 7' 9- 8' 10, 9' 3' 10' 7' Ill 0' 13' 11' 14' 0' 14' 0' 14' 0' Hen-Fir +> _ S P F #3 4' 2' 7' V 7' 9' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' Bl 6 Btr U C Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' V 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' al L O H r Standard 4' 2' 6' V 6' 5' 8' 1' 8' 8' 10' 5' 10' 10' 12' 8' 13' 7' 14' 0' 14' 0' Dou tas Flr-Larch Southern Plnexri #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' IV 1' 14' 0' 14' 0' 14' 0' 14' 0' ttt at S P #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' tt2 q2 #3 4' 4' 6' 5' 6' 10' 8' 6' 9' V 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14, 0' lx4 Braces shall be SRB (Stress-Rated,Board). 0) D P L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' xwFor lx4 So. Pine use only Industrial 55 or Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, IL' 10, 12' 7' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these wades. d S P F #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 IJ Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. O I� stud 4' 7' T 0' T S' 9' 4' 10, 0' 11' 6' 12, 0' l4' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 75 plf over X #1. 5' V 8' 5' 8' 8' 9' ill 10' 3' 11' 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' Gable end supports load from 4' 0' outlookers #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14, 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. OJ D P L Stud ' 4' 9' 7' 4- 7' SO' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 1 9' 3' 11' 6' 12, 0' 13' 7' 14' 0' 1 14' 0' 14' 0' Synm{y•�� Attach 'L' braces with 10d (0.128'x3,0' min) nails. About ii: able Truss )K For (1) 'L' brace, space malls at 2' o.c. In IW end.zones and 4' o.c. between zones. 3K)Wor (2) 'L' braces, space naps at 3' o.c. Diagonal. brace option,vertical length may be T In IS' end zones and 6' o.c. between zones. • doubled when diagonal 18, X 'L' bracing must be a minimum of 80% of web brace Is used. Connect L member length. at each end. Max web Brace diagonal brace for 600p 'L' Gable Vertical Plate Sizes total length Is 141, 11( Vertical Length No Splice 2x6 DF-L 1112 or Less than 4' 0' 2x3 I better diagonal r + Greater than 4' 0', but 3x4 Vertical length shown bracer single 8, less than 11' 6' or double cut Greater than 11' 6' 4x4 In table above. 45. + Refer to common truss design for (as shown) rt L 1 upper end. ii ,peak, splice, and heel plates, Connect diagonal at ontlnuous Berrin+,\\l+l\ IIIiiY�Iap I71 g Refnoteaddressed r to the biy Ithlsng ves delgQi`r for conditions midpoint of vertical web, Refer to chart above for . 4c �s tAE1 �..)n tin, -WARNINGIu READ AND rOLLDV ALL NQTES-DN THIS DRAVINGI - REF ASCE7-10-GAB16015 xxIRPORTANTu FURNISH TFOS DRAVING.TO ALL CONTRACTORS INCLUDING THE DISTALLERS Q- G F IV&.. .��-, Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refrrt to and S% t. $ follow the latest edition of SCSI(Butding Conp....t Safety Information,by TPI and SBCA)for`safety• ' �" ./,,y��, .. = DATE 10/01/14 practices prior to performing these functions. Installers shill provide tenporary bracing per BCSI. '8'af � untess noted otherwise,tap chord shall have property attached structural sheathing and bott n.hard = .r"�°' `" ., DRWG A16015ENC101014 n sNF hall have a properly attached rigid calling. Locations shorn for permanent lateral restraint of reins _ ��� shall have bracing Installed par above sections the B7 or DIO,as unte.s,applicable.no Apply prates to each face' _' / �}p+ Q of truss dandraw pposition as shorn above and on nsi Joint Details,unless noted otherwise._ / 7 kJT 1 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 r N M❑W COMPANY this drawing,any Failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, fob,y� A ffS: �y Installation 6 bracing f truaees. 'bO9 MAX, TOT, LD. 60 PSF A seal an this drawing or cover page listing this drawing,Indicates acceptance of professional ! . erglneer4g sponsbiuty solely for the design shown, The sultobllity and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec2. Earth CM eM0 fi9D 5 Jo g Page and these eb sites '/'�/'I•'nn...b„ns,_ For more InFornatlon see this bIs sacral notes MAX. SPACING 24,0' ALPINE,vw.alpinvitw.comi;,see SBCA,wwr.sbcindustry.orgi.ICG�vwrlcesnfe.org Gable Stud Reinforcement Detail ASCE, 7-10+ 160 mph Wind Speed, 30'. Mean Height, :-Enclosed,-:.Exposure C, Kzt, - 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Meari Height, Enclosed, Exposure D; Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) lx4 'L' Brace r (1) 2x4 'L' Brace x (2) 2x4.'L' Brace xx (1) 2x6 'L' Brace w (2) 2x6 'L' Brace ■ Bracing Group Species and Graded Gable Vertical No Spacing Species I Grade' Braces Group A Group.B Group A Group B Group A Group 3'Group A Group B Group A Group B Group Al S #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13"9' 14, 0' S ruce-Pine-Fir Hen-Fir _ #1 / #2 Standard 02 Stud• U S #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' B' 9' 1' 11',3' 11' 11' 13' 7' 14' 0' #3 Stud #3 ISt.nd.rd O I I F Stud 3' 6' S' 4' S' 8' 7' 2' 7' 7' 8' B' 9' 1' 11' 2' 1L' 11' 13''7' 14' 0' elf Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' ill 9' B. 10' 4' 13' V 14' 0' ➢ou las Flr-Larch Southern Plnexxx 01 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' Ill 9' 3' 11' 9' 12' 2' 13, 11' 14' 0' Stud stud J S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' k7' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' Standard Stnndnrd #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 9' 1' 10, 1' 10, 10, 13' 8; 14, 0' (11 D F L Stud 3' 7' 4' 10' 5' 2- 6' 5' 6' 11' 9' 1' to, 1' 10' 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' S' 8' 6' 1' 8' 3' 8' Il' 9' 7' 12' 2' 13' 0' Group Bi U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 6' 13' 3' 13, 9' 14' 0' 14' 0' Hen-Fir _ S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' e' 10' 4' 13' V 13' 7' 14' 0' 14' 0' #1 4 BtrU LJF Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 10' 4' 13' V 13' 7' 14' 0' 14' 0' q1I I Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9 11 10' 4' 11' 10, 12' 8' 14' 0' 14' 0' QJ o ou as r- arc \ #1 4' S' 7' 3' 7' 6' 8' 7' 6' 11' 10' 2' 10' 7' D l Fl L h Southern Plnexxx 13' S' 13' il' 14' 0' 14' 0' ttt #t / S P #2 4' 2' 7' 2' 7' 5' 8' 5' B' 9' 10, 1' 10' 6' 13' 3' 13, 9' 14' 0' 14' 0' tt2 tt2 \ #3 4' 1' S' 11' 6' 4' 7' ll' 8' S' 10' 0' 10' S' 12' S' 13' 3' 14' 0' 14' 0' DT�F I lx4 Braces shall be SRB (Stress-Rated Board). L Stud 4' 1' 5' 11' 6' 4' 7' ll' 8' S' 10' 0' 10' S' 12' S' 13' 3' 14' 0' 14' 0' _ xxFor lx4 So. Pine use only Industrial 55 or Standard 4' 0' S' 3' S' 7' 7' 0' 7' 6' 9' S' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B _ _Q #1 / #2 4' 8' 7' 11' B' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these Arode.. l d _ SPF #3 4' 5- 7' 7' 8' 1' 1 9' 2' 9' 6' lo' 11' 11' 5' 14' 0' 14' 0' 14' 0' L4' 0' Gable Truss Detail Notesi lD U L_1 F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' to, 11' it, 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, 111 11' 5' 13' 7' 1 14' 0' 14' 0' 14' 0' Provide uplift connections For 135 plf over X #1 4':10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' ill 8' 14' 0' 14' 0' 1 14' 0' 14' 0' .continuous bearing (5 psf TC Dead Load). S P #2 4' 8' 7' 11, 8' 2' 9' 4' 9118, 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' I1' 0' 11' 6' 14' 0' 14, 0' 14' 0' 14' 0' with V 0' overhang, or 12' plywood overhang. D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' I1' 0' 11' 6' 14' 0' 14' 0' 14'•0' 14' 0' Standard 4' 5' 6' 1' 1 6' 5' 8' 1' 8' 7- 10, 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' Symm Attach 'L' braces with 10d (0.128'x3.0' min) nails, ' About )ble / )K For(1) 'L' brace, space malls at 2' o.c. In 18' end zones and 4' o.c, between zones. Diagonal brace option, -)I()KFor <2) 'L' braces, space nails at 3' o.c. vertical length may be T " In 18' end zones and 6' o.c. between zones. doubled when diagonal ? 16' j� 'L' bracing must be a minimum of 80% of web brace Is used. Connect L member length, diagonal brace for 690# Iat each end. Max web Brace Gable Vertical Plate Sizes total length Is 14'. Vertical Len th No S lice2x6 DF-L #2 or I Less than4' 0' 2Xbetter'dlagonnl r' t Greater than 4' 0', but 4X4 Vertical length shown jbrace) single less than 12' 0' In table above. I or double cut 18' X , ,l 45' (as Shown) at L 1 ' upper end. + Refer to common truss deslgn'For •peak, splice, and heel plates. ontinuous Bearing ;P" Refer to the BuildingDesigner for condltlons 9 Connect diagonal at III111lltilfi not addressed b this detail.midpoint of vertical web. Refer to chart above for max ga%8Je gr.t(84 length. y xxVARNINGixx READ AND'FOLLOW ALL NOTES IN THIS DRAVINGI \\ �\ ri IniWORTANTI, FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �\ V TEA �� REF ASCE7-10—GAB16030 jrusses require eatrene core In Fabricating,handling. hipping,Installing and brochg. Refer toad (�� f'E11�(\ •Y,���i ow the latest edltlon of BCSI(Building Component Safety Information,by TPI and MA)for safety ` \ DATE 10/01/14 practices prior to performing these functions, Installers shalt provide temporary brodng per BCSI. ., Unless noted atherrlse,top chord hall have properly attached structural sheathing and bottom chord _— f DRWG A16030ENC10101'4 shop have a properly attached rigid ceiling, Locations shorn For permanent lateral restraint of nabs' NIO,/•r: _! p ^—,.x "LIP shophve bracing Installed per BCS1.actions B3.87 orBID,as aOppiloablw. Apply plates to each faceF trussanda.ltbn a shorn aboveantl an the JOInt Oata ls, less notetl otherwise. Refer to drarlpnps 160A-2 for standard plate positions. _ TAT � y Alpine,a division of ITV Building Components Group Inc.shall not be responsible for any deviation from / TATE OF AN ITWCOMPANY this drawing, y failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping. MAX, TOT, LD, 60 PSF Installation 6 bracing f trusses. J A 1 this drawing or over,page listing this draw hp,Indcates acceptance of professional J mginee,na responsibility solely For the design show,. The sultabBity and e of this dra.Inp �D,h �� For any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec2. iw -x•' 133BD Lakefront Drivel It,h EFlrlh City,MD 63D45 For more Information see this Job's general notes page and these web sites -I ALPINE,. &IPImeIt1.com)TPh rww.tpinst.orgi SBCA,wwwsbclndustry.orgi ICC,www.lccsafe.arg MAX, SPACING 24,0" Gable ' De.tail : For Let-in Verticals Gable Truss Plate Sizes ; + Refer to appropriate Alpine gable detail for AbouS minimum plate sizes for vertical studs. QRefer to Engineered truss design for.peak, , splice, web, and heel plates. ®If gable vertical plates overtop, use a: + single plate that covers the total area of the overlapped plates to span the web. Gable + 2X4 Vertical Example, + Ltngth y 2X4 f2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member + Toe-mall - Or - End-mall .}. } To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply Increase by length (based on appropriaatt e Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nalls, Maximum allowable 'T' reinforced gable vertical 10d Common (0,148'x 3',min) Nalls at 4' o.c, plus length Is 14' from top to bottom chord, (4) nails In the top and bottom chords. 'T' reinforcing member material must match size, Rigid Sheathing Toenniled Nallsr specie, and grade of the 'L' reinforcing member. 10d Common <0,148'x3',min) Toenails at 4' o,c. plus Velo Length Increase w/ 'T' Brace 4 Nall 14) 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 V. Member ASCE 7-05 Gable Detail Drawings Example, 2x6 20 7. A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nnlls A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 Ft, Kzt = 1.00 ' Gable e a S cd At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP q3 Truss g, o c 9 ALLSI5ENC101014, A12015ENCI01014, A14015ENC101014, A16015ENC103014, 'T' Relnfarcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 307 = 1.30 A11530ENC101014, A12030ENCIOIO14, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDIOIO14 Maximum 'T' Reinforced Gable VerticaL Length ' 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unrelnForced go.ble verticnl length. 4 Maki Gelling ' wwVARNDIGl—READ AND FOLLOW ALL NOTES ON THIS DRAVDiGI / REF LET-IN VERT -IMPORTANTu FURNISH THIS➢RAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, v��`v �, "'r;aR�,,/''/i . Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and `�\ a{ fallow the latest edition of BCSI(Building Component Safety Information,by TPI and SECA)for safety \ n' i ' DATE 10/O1/14 practices prior to performing theca functlons. Installers shall provide temporary bracng per BCSL � IU�' (� unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord �\` �, �'l`a= DRWG GBLLETIN1014 chall have property attached rigid calling. Locations shown for permanent lateral restraint of webs I� shall have bracng Installed per BCSI sections B3,B7 ar BIO,as opWkable. Apply plates to each face Z a �I o I���\u n' or truss and position as shorn above and on the Joint Detains,unlless noted otherwise, - I���u V� Refer to drawings 160A-Z for standard plate positions. _AN fTWCOMPANY the - Alpine, division of ITV Building Components Group Inc shall not he responsible for any deviation from drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, 7 STATE OF NIX, T❑T, LD, 60 PSF Installation 6 bracing f trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional 'O nalm'-1mg responsibility solely for the design shown. The suitobllty and use of this drawing ? ''� j'}i(•'OUR, FAC, ANY 13388 Lakefront Drive' for any structure Is the responsibility of the SULdimg Designer per ANSI/TPI 1 See.& Q "�Q _.�� Earth Clly,M063046 For more Information see this Job's general notes page antl these web sites, ��� �.(� `, `MAX, SPACING 24,0° ALPINE,wrr.alptnwltw.coml TPL wwwAptnst.orgi SHCA,wrr.sbcinductry.orgl ICO rrrJccsafe.org �i/C' n ••��-3'�v Valley Detail - ASCE 7-10': 160 l ph, 36' Mean Height, Enc(osed, 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)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') nalls toe-nalled 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 XXX 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', 2 X 4 4X4 12 3X4 Palle - 12 Mnx.� � Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip I- 8-0-0 max -{ Bottom Chord Bottom Chord End Detail Joint Detail Valley Valle 4X4 Toe-nailed / y 12 or m n T-usses 12 Max, F t 21 o, 1X3 ll S t 1X3 6-0-0 IX3 5X4/SPL CMax Spacing) 1X3 2X4 Q o-G`�g SP Common Trusses 20-0-0 C++) -j at 2 ' o,c, Partial Framing Plan Supporting trusses at 24' o,c, maximum spacing. • aulU;nnllru,,, ' •vVARNIN34.READ AM FOLLOV ALL NOTES ON THIS BRAVIN3 ..TIw�ITANr..FLRNLtlI THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 30 30 40PSF REF VALLEY DETAIL Trusses require tre,.care In fabricating,handling,a ng,shipping,Installing and bracing. Refer to and folio.the latest edition of SCSI CBullding Component Safety Information,by TPI and SBCA1 for-Fety nC{ • ;+..:+:41 ,',✓,: �;TC DL 20 15 7 PSF DATE 10/01/2014 practices prior to perf-11a these funption., Inc<ollers shall pravltiv tenparory bracing per BCSI. Unfass noted othvr•ise,tap chord shall have rl a<tachetl tr��turvl sheathing old bottom chord ` ! / shoo nave properly tttacned sold pemn i..bons shown for ° _ 4 I BC DL 10 10 10 PSF DRWG VAL160101014 shall have bracin Installed er BCSI g' permanent lateral estralnt f ebz - f Id��.,��i+" l d o p sections th J or B10, s applicable. Apply plates to each fete "BC LL 0 0 0 PSF I� of trust and posit: a hown abe,nda and e tine Joint➢etd c,wlvsc noted otherwise. j, Refrr to drawings 160A-Z for standard plate positions. Alpine, division of ITV Bending Components Group Inc.shall at be responsible for y devlutian from l S'>!,�7 . l F TOT, LD, 60 55 57PSF AN ffW ODMPANY this drawIng, y Failure to buRd the truss In.conFornan<r with ANSI/TPI 1,or for handlino.shipping, �,�� '.a•7,'.•t- {„ ,' Installation 6 bracing f 4russea. 1 A —I on,this d...Ing or cover page lkthg thic d-awing,Indcate.accept_c.of prof...tonal "^�\' _ .ngk,—rN rmr.pa—bWty solely for<ne design show.. The suftabllty and use of ws draIng ;C.:%, `i ':"{` �•s'.;•"' �UR,FAC.1.25/1.33 1.15 1.15 for any structwe is the rvcpon.lbllny of the Building➢eslgner per ANSI/TFI I Sec.Z :`,,.,•'y^" "'+t'` 1G9B9 Lakelronl Drive For more Information a this job's general notes p and these web sites, Eanh Cily,MO fi30a5 ALPINE,...olpineit..conf TPI see SBCA�w w.sbc:nd age se w.wsites,.Iccsa Fe.or➢ •f, .?lly ,. <•�L, ;,� SPACING 24,0' , •li f,i llll i, r I Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height; •Enclosed, Exposure C, Kzt=1,00 160 mph Wlnd, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed BLcl located anywhere In roof, Exp C, Wind DL= 5.0•psf (min), Kzt=1.0.,' Or 140 nph 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. Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins, The building Engineer of Record shall provide dlagonal 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. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. will Refer to Engineer's sealed truss design drawing for piggyback and base Itruss specifications. Detail A l Purlin Spacing = 24' o,c, or less Piggyback cap truss slant rolled to all top chord 12 purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab Up to 12 U side only at each end) attached with 2 rows of 10d box nails (0.128'i Y) at 4' o,c. 4' 2' 2' 4' Attach purlin bracing to the flat top chord using (2) l6d box nails (0.135'x3.5'). 2' The top chord k3 grade 2x4 scab may be replaced Purlin 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 piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl.375' nails. Notes 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, Detail B Purlin Spacing > 2 4" o,e, x In addition, provide connection methods- Piggyback with one of the following cap truss slant nnlled to all top chord purlin 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 (0.12B'x3') at 4' o.c. members. Attach to each face @ 8' o,c. with (4) 0.120'x1.375' nails Into cap bottom chord and (4) Attach purlin bracing to the flat top chord ' In base truss top chord. Trul6x plates may be 12 using a minimum of (2) 16d box nails (11.35'x3.5'), staggered 4' o.c. front to back faces. Up to 12 APA Rated Gusset B'XB'x7/16' (min) APA rated sheathingg ggussets (each face). Attach @ 8' o,c, with (8) 6d common (0.113'x2') nails 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 112, Full chord depth scabs (each face). Attach @ 8' o.c, with (6) 10d 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. Purlin Spacing > 28PB Wnve Piggyback Plate 24' c.c. max One 28PB wave plggyback plate to each Face Full @ 8' a,c. Attach teeth to piggyback at time of Top Chord Scab (Typical Each End) Chord Flat top chord purlins required at Fabrlcation, Attach to supporting truss with Depth both ends, purlin spacing ) 24' o.c. pI) 0back13ates ails pbe stne eredp4Y•o.c. Front Notes IF purlins or sheathing are not specified on the flat top of the base togback faces, y Stagg truss, purlins must be Installed at 24' D.C. max. and use Detall A. INtl,%0WHilifi' ..WARNING- FIS �AND FTOA � SNLI v••IMPORTANT. URN[SH MSS DRAWING ALL CONTRACL NOTES TORS INCLUDING THE INSTALCRS. REF PIGGYBACK Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer io and folio.the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety � ��CiE/�/S, ��/l. DATE 10/01/14 practices prior to performing these functions. Installers shall provide to p....yy bracing per BCSI. V Y Unless noted otherwise,top chord hall have properly attached t...*.,at h—hung d bottom shard N, F DRWG PB160101014 f7 shall have a property attached Igid ceiling. Locations shown For permanent lateral restraint of ehs d l�lJ I'� chap have and position installed s per BCSI card on the Joint or BID,Det ns applicably. Apply platys Lo each face I L�_J�I III Imo`_ Re eruto and Oslt1 a Shorn above and on the ions. Oetnlc,unless noted otherwise. - Refer to drawings 160A-Z for standard plate positions. AN RW COMPANY thi Alpine' division of ITV Building Conponents Group Inc.shall of be responsible for any deviation fro, r /11T s drawing,any Failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, I' y(� Cir Installation L bracing of trusses. �, .✓1 A seal on this drawing or cover page listing this drawYg.Indicates acceptance of professional erglneerin,g span sibNty solely far am the design sh The suitability and use of this drawing Lakelronl Drive for any structure Is the responsibility of the Binding Designer per ANSI/TPI 1 Secs& 13389 Earth City,MO 63015 Far pore Information see this Job's general notes page and these web sites, A�J ��� y ALPINE.w r.alpineltw.eom,TPI,rww.tpinst.org,SBCA,ww.sbelnductry.org,ICCi www.iccsofe.org y</ �, • SPACING 24,0 /11/iII IIIIIl11l Hip Tr_ame , Details; ,••B ' Hip Frame W4X4, Min, —� Common 24.' Trusses Typ. W1,5X3 Typ, Stepped Hip System Trusses 2x4 Chords 2x4 Purlins ' • Setback n c #1 Hip Pitched and Sheathed Chord Area --_ ]. Hlp Frames ---- -------------------------------- ---------------- ------ 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, )K 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 Hip Frame jacks to maintain pitch continuity. Section B-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, '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. Residential, Wind TC DL=4,2 'psf, Kzt=1,00 Structural panels must be properly attached directly To hiRtoW"1 +a+ flif((4 tins, EL A -VARNING-READ AND FOLLOW ALi NOTES ON THIS DRAWING Q„ GEC, /�'% REF HIP FRAME ..IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Truss s require extrene care In fabricating,hondlin0.1YJpp1 InstnlDn9-1 bracing. Refer to nntl �`� �` tjh,(� folio¢the Intent edrclan of DCSI(.......Component Safety infornatlon,by TPI d SBCAI far safety Na '` �1 DATE 10/01/14 practices prior to p-fat-9 these functions. Installers shall provide tenporaryy bradng per SCSI. - _ Unless noted otherwise,tap'hartl shall have properly attached structural heat1 and bottom chord =• ' DRWG HIPFR1801014 shall have properly att chetl Igk1 telling. Locations shown for pernanent lateral restraint of webs chap have brocing Insealled per SCSI sections 83,B7 or Blo,as appllcnhle. Apply plates to each Fnc¢ _ ���� �f of truss nd�osltlon as shorn nbove and on the Joint DetoRs,unless notetl otherwise. r5�TA7'E Refer to drawnps 160A-Z for standard plate pocM.- Of Alpine, division of ITV Bullding Components Group Inc shall not be ponsible for any deviation from �'9 � AN rrw COMPANY tNs drarinQ. y failure to build the truss N conformance with ANSI/TPI 1,or for handling,shipping, L O n hst¢Uatl-L bracing of trusses, r'i 1\•r �4v A l on this tlrawing or•cover page➢sung this drawing,Indkates accePtnnc¢of P-f¢ssionnl " nglneering responsD,Nty sdely for the design shown The suitability a d use of Ihls tlrawing for any structure Is the resporsmRity of the Moling Designer per ANSI/TPI t Sec2. !G�/V�Qp1 13389 Lak6f,.nl Drive For pore InFormntlon see rls Job's general notes page and these web sites, *y/Adlld`jldllllLTlt12\\\ ' E.11h City.MO 63045 ALPINE,w w,alpineltw,conl TPD�wr.tpinct.or9R SBCAI w...sb.hductry,or91 ICD ww Jccsafe.org CLR Reinforcing Memloe.r' S.ub.s -ti -tu'tion T-Reinf orceMent This detail Is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method Is desired. L-Reinf. Apply to either side of web narrow Face,- Attach with 10d (0,128'x3,0',min) nails at 6' o,c, Reinforcing member -Is Notes: a minimum 80% of web member length. This detail Is only applicable for changing the specified CLR shown on single pty 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 Reinforecement Scab 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) nalls 2x6 1 row 2x4 1-2x6 at 6' o.c, Reinforcing member Is a 2x6 2 rows 2x6 2-2x4W minimum 80% of web member length. 2x8 I 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, (n Center scab on wide face of web. Apply (1) scab to each face of web, ■111PORTANT.:VFLRRNNISe�TIUS BRAVING TO FOLLOW ALLL CONTRACTORSINC THIS UDING THE INSTALLERS. �0`I`.\eL gYl/C� /�i,� TC LL PSF REF CLR Subst, Trusses require extreme care In fabricating,handling,shipping,InstalOng and bracing. Refer to and £alto,the latest editlon of BCSI 011""ng Component Safety Infarmatlot,by TPI and SBCA)for safety P r % TC DL PSF DATE 10/01/14 practices noted o to performing these functions. Installers shall provide temporary ngbracing per BCSI. \ `1v Unless noted otherwise,top chord shall hove properly attached structural lateral restraint st bottom chord ✓p;,v'�``+ t�` C DL PSF DRWG BRCLBSUB1014 shall have a properly at Igid ceiling, Locations shorn far permanent lateral restraint of webs d ���NF of t hose hd V.Icing Installed per BCSI sections th J or Bill,Det ils oppLicaunlessbnote. Apply pLotes,wise. to each face��� of truss and PP sltlon ac nowt above and on the Joint Details,unless noted otherwise. $C LL PSF Refer to drorings 160A-Z for standard plate positions. // / _ AN rrWCOMPANY tNspd"a dlvlslon of ITV Building Components Group Inc.shall t 6r 11,o ble for nnyy deviotion from r/�,f. ��T. LD. PSF InstollatlongL brueingu i trusses,the truss In conformance with ANSI/TP[1,or far hondling,shipping, Z r Ark OF A seal on this drawing cover page listing this tlrawIng,6�dmtes acceptant¢of professiomat Q�DUR, FAC, ,rgneering responsibility solely for the design nowt. The sWtabltlty d use of this drawing tt, 1�:�4 1 far any structure Is the responsibility of the Building Designer per ANSI/TPI 1 SecZ �� i 13389 Lakefront Drive d � Earth Oily,MO 63045 For more InFornatlon see this Job's general notes page and these web sites, L ALPINE r r.alpineltw.conl TPI.rrw.tpinst.orgi SECA,r r.sbclntlustry.orgi ICO rwrJccsafe.org Ltd ••/ a) >�''` SPACING ``�f111111111111111141 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 Web ❑nl 2x4 12' 620# 635# 730# 800# comply with this detail. Y (B) = Damaged area, 12' max length of damaged'section Web ❑nly 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#' 14954 1745# species as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(L) + (B) Web or Chord 2x6 24' 1465# 1585# •2245# 2620# Scab member length (S) must be within the broken panel. Web or Chord 2X4 Nall into 2x4 members using two (2) rows at 4' o,c., rows staggered, 30e 1910# 1960# 2315# 255;5# Nall 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 (0,12e'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# ll This repair deto may be used for broken connector plate at mid-panel splices. Web or Chord 2x4 2975# 3045# 3505# 3835# This repair detail may not be used for damaged chord or web Web or Chord 2x6 42tl 4395# 4500# 5225# 5725# sections occurring within the connector plate area, Broken chord may not- support any tie-In loads. Web or Chord 2x4 480 3460# 3540# 4070# 4445# Web or Chord 2x6 ; 5165# 5280# 6095# 6660# minimum L Distance B L 4' o,c, s Typical L + O • + O + O + O L O + O I O + O + Hlnlnun B B L Distance 2' I_ Stagger L + = Back Face 10d Box (0.128' x 3', min) Nailsi O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Trile Row StaQQered Nail Spacing Detail 4l•; L 1 —VARNING1—READ AND FOLLOW ALL NOTES ON THIS DRAVINGI �� - V C� </���� REF MEMBER REPAIR wrD1PORTANT•r FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �` CENIs, v' ^0' Trusses require ewtrene cn In Fabricating,handling,shipping,Installing and brocl'rg. Refer to and \ follow the latest edition of SCSI CBunmng Component safety Infornatlon,by TPI and SBLA)for safety �' �.. DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracng per SCSI. _hr \ Unless noted otherwise,Sop chord shall have properly attached structural sheathing and bottom chow DRWG REPCHRD1014 shall have n properly attached rlgltl[elling. Locations shown For permanent lateral restraint of webs �..A/ ,•/ ,� •". Q ���I� f1� of t have and -,I Installed per BCSI sections the B)or Details, s applicable. Apply platys to each face ...••• XXii'' _ II II��\VVI II f truss ntl position as form above and n the lJoint Deto0.s,unless noted otherwise. ���r nc ll Refer to draw 16gA-Z for standard plate positions. [. "f- Alpine,a division of ITV Building Components Group Inc shall not be responsible for any devlatlon from '�0rt r1. AN 11WW COMPANY this drawing,any fa0.ure to build the truss In confornnnce with ANSI/TPI 1,or for handling,shipping, Installation t bracing of trusses. A seal on this drawing or cover page Ilsthg this drawing,Indcates accePlance f professional ��04, englneer4g responsibility solely for the design shown. The slIlabllty d e of tNs dwwing Far any structure Is the responsbnit of the D AIWl g Designer Per ANSI/TPI 1 Ser2"Il AIL E.n,Lakelr. Drive For more information see this job's general notes pa a and these web sites, /4yfJ 1 t'AIL ��•Si \t\\\\ Earin Ciry,M063045 ALPINE,w w.alpineltw.conl TP1I rvr.tpin .orgl SBCA,rwr.sbclndustry.orgl ICG wwwlcc..Fe.org I/lllll°1 lull\\\ 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 10PSF MAX. CEILING LOAD„ WITH THE EXCEPTIONS NOTED ON THIS' SHEET D❑ NOT USE THIS DETAIL FORI 1, STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). 2. INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS. 3, LOADS IN EXCESS OF 10PSF 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. )K i i C 7, VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'), FILLER ----- 8. FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS, I 4' 0' OC MAX. LENGTH TO TRIM FILLER Il EXISTING FILLER NOTEI 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. I SHOP APPLIED - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION, FALSE FRAME WEBS, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH - LOCATE VERTICALS AT 4' 0' D.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 _ IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN C4' MAX. PANEL LENGTH), ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), APPLY REQUIRED BRACING (SEE BELOW). OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. I 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 ADDITION TO ABOVE RED. CHORD ❑F 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 , LONG 7/16' PLYWOOD (OR ❑S GUSSET EACH FACE AND STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE 8d NAILS (011113x2,5') @ 3' ❑,C, AT THE FALSEE FRAME HEEL JOINT IF BRACING EXCEED 10'-0' D.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 TRUL❑X PLATES WITH (4) Ll 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 T❑ THE FALSE FRAME TRUSS ATTACHED WITH 4 •NAILS). CHORD AT 10'-C' D.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), ,. oVARNING"READ AND FOLLDV ALL NOTES DN TRIS DRAvWGI �I •.IWEIRTANT+.FURNISH THIS DRAVING TD ALL CONTRACTORS INCLUDING TW INSTALLERS. �```�� q�f '��� REF BC FILLER Trusses require extreme care In fabricating,handling,shipping,InstalUng and bracing. Refer to and p-J(+ r folio.the latest w utlon of SCSI(6ultling Component Safety Information,by TPI and SBCA)for safety Q' ��FEEN DATE 10/01/14 practices prlor to performing these functions. Installers shalt provide tehpornry bracng per SCSI. �`� \' unless noted otherwlce,tap chard shall have properly attachetl structural sheathing and bottom chord N DRWG REPBCFIL1014 shall hove a properly attached r101d ce0.h0, Locatbns shown far pernaneni lateral estrolnt of webs F1 I� fff��� FII� shall have bracing Installed per BCSI sections the J ar Det s oppllcs no Appty plates to each face / d 11 I L-1 I�If\\ II I of truss and position ns shorn above and n thv Joint Detnlls,uMess noted otherwise. _ IL.It�ILLII� 11JI \VVIII�� Refer to drawings 160A-2 for standard plote positions. Alpine, division of ITV Bullding Components Group Inc.shall not be responslble for any devlallon fro 5` A�r• (�C AN fIW COMPANY the drnwing, ny failure to build the truss In conformance with ANSI/TPI 1,or for handUng,shipping, A Installation 6 6racing or trusses. A seal on this drawtr,g or cover page listing this drawing,Indicates acceptance of professlonal i-/ 40R. nglneer4g responsblilty solely for the design shown. The suitability and use of this drawing i �,� for any stwcture Is the respons6UKy of the Builtl4+g Dvslgnvr per ANSI/TPl l Sec2. '�i C!'1EI EarACryeMO 63045 For more Information see this Job's general notes page and these web sites, N ALPINE.wwv,alpineltw,coml TPD www,tpinstorgi SBCA,www.sbclndustry.orgi ICO wwwJccsofe.org /r/.�'-'y A� _ 11�111111, ' SCAB 2X4 ❑ �/ ERHANE ' BETAIE 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 (A), 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 \\\µt!1!it!!194i4J„gffp � � ..VARNIN(7..READ AND FOLLOV ALL NOTES ON THIS DRAVINGI ` J REF 2X4 SCAB D.H. ..DIPORTANT..FURNISH THIS DRAVING TO ALL CONTRACTORS INCLU➢1W THE INSTALLERS. �� cc p`�'(� .TOTAL TOP CHORD Trusses require extreme care In fabrlcaUng,handing,shipping,InstaUing and bracing, Refer to and (�. CjGItlV �•'� LOAD NOT T❑ follow the latest edition of BCSI(Bu4ding Component Safety Information,by TPI and SBCA)for safety ` \ F DATE 10/01/14 ' practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. `` �' T4 EXCEED, 40' PSF Unl noted other...,top chord hall have properly attaIII.ched structurL.al heothing and bottom chord snoiiia�e o properly ottachetl rlDid ceiling. Locatons shown far permanent lateral estralnt of ebt = NO CDEAD PLUS LIVE) DRWG ❑HSCB2X41014 ���F� (I shall have and rsiJim,Installed per BCSI card on the J or Details, s appllcc no Apply plates to each Face d O lug\vl' L�- F truss and position as hewn shove and on the Joint Detn4c, nlecs noted otherwise. Refer to draw gs f IT for standard plate positions. Alpine, division of ITV Bull In Components Group Inc.shell of be esponsible foray deviation from — S ATE.OF: , AN fTWCOMpANY this droving,any Failure to bold the truss In conformance with ANSI/TPI 1,or for handling,sHpptng, .® 4,stnll.tion S broth f trusses. �i.) k/. �O` A seal on this drawing or cover page listing this dra.4rg,Indkates acceptance f professlonnl �7 l (r',, �I ngineerFp responsibility solely for the design sho.m. The UtabRlty and se of this drawing �''� - R ,\��� DUR• FAC. 1.15/1.25 For any structure Is the vesper hippy of the Bulldhg D-10ner per ANSI/TPI I Sect 4� \+ w 77389Lity.MOl345 For more Information see this /y� ��fQNA1.� Earth Cily.M063045 ALPINE,www.alpineitw.com)TPI,w...tpinst.orgi general www.sbc[nd stry.org)e100 vwwJccsofe.org t�41f \\\\\\` SPACING . 24' t 1 HANGER SCHED aLE Tiro a nNB war I- 388 �e'-8'EIEV. ' B.IIL EJ L BJIL � n mlvN. a mmu itll ap'x0 pat rtll �'p ppl L02 p [CBL ) wl rE9L pat BB.1BTI iKiMI .x5 BIWBa fKbx �j � )^ �N 9fID� mN B 3'f011aRWBBi9 V NESSMi1 J =;c 0[m ;Bdi IPU55 SPA@!C I BJI VI BJI x0YINBI UY TOP MID BOTTOM CNORO' 1 PLUMB CUT OVEflNANC r BJ7 v2 J3 Ix 6 BJS Zr E A J5 4- 1. -I# A9G NI B" UNLESS NOMD AB OTHERQSE TYPICAL TRUSS END KL SPAOxO IS N'..—PT Al SNBwt. ' D9 NBr Wr a KrFA BiU55[]nMgli ' . BPoLria Mai 1M5 Tina, ms I—C I—T BE NO—I apN IQ 1—OF sal¢xr IF B pEa£ ' LLB[N�011aED. ' WARNING v ® e m _ _ mNOTE �ms•O"Km®a B'"'rmaa"ut°OY.�om"a�s'N"ow"c _ ro APPROVAL SIGNATURE a tea.> am�Baaa Nm�a mx . A2- INtmlr;wanotNm war. • �w�o mum ulwr n mcl rrmula Al 01 xKc mpB Ac lemomua rt rortx um nlewm A4 ann v"a Nm�mawxa rtnEN. AS ' I.cwt mu w w�ium Ti m -omrt I AG , A7 A'� Ss, s .. ABG BJS CON��`�EofAS�ENEA�CP oFtw R A N E Y pAva NSRAAIAP1�F�ARA COMPONENTS, DA EJ7 LL/C� 198BD In!•C BiN. BJI BRo�Elw35 tip]i)]b _ .W ON iAC]b2-129-]13B BBGE E-MAR:irueWanl�pnp m on-nlN.mm 9ap� Y UR Horton } 21'4" '° i--13'4--} �o: 84 Creekside } 1 s'a" cQla TEAB 4rig