Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutTruss Drawings RANEY COMPONENTS cover Sheet aney 19900 Independence Blvd. Order# Groveland,FL.34736 JOB#136DCS101 onrporrents,LLC Phone:(352)429-9429 ' Fax:(352)429-7429 Printed:Thu, Nov 10 2016 Job Information; Address: EOR Name and License Number. CustomerName: Creekside Lot 101 DR Horton 8532 Cobblestone Dr Description: City,State,14EHB Hayden-2601 "C'OL OW 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 7 0 10 40 10 0 5 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 W/M Pages or sheets covered by this seal from:1 thru 51 Total 51 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 A01 2 A02 3 A03 4 A04 5 A05 6 A06 7 A07 8 A08 9 A09 10 A10 11 All 12 Al2 13 A13 14 B01 15 B01GB 16 B02 17 -C IGB 18 C01 19 CO2 20 V1 , 21 V2 22 V3 23 V4 24 V5 25 EJ7 26 BJ5 27 BJ3 28 BJ1 29 CJ7 30 4L1 31 4L2 32 48J1 33 4EJ3 34 4CJ3 35 FT1 36 FT2 37 FT3 38 FT4 39 FT5 40 FT6 41 FT7 42 FT8 43 FT9 44 FT10 45 FT11 46 FT12 47 FT13 48 FT14 49 FT15 50 FT16 51 FT17 Manuel J Digitally signed by Manuel Martinez ` ! DN:c=US,o=ldenTrust ACES Business `:Representative,ou=M AND E 'ASSOCIATES P.A.,cn=Manuel Martinez, � � �71t119i9i 092342„19200300.100.1.1=A01098000 in ez 0001464CFSFE9600002111` Date.2016.11.10 10:21:09-05'00' NO 0471,82 m STAT Fo r � ems, 0 «a 1 � ,'c X SERIAL 7f 00 00.0100 00 014t 66 Sc 41 ca 99.#c 10 X This item etas been clectronirslly zlyned snd wiled by M....I Martinec, r PF.(''>L.Its.0472071 on tFic dare zF.awrt abaue L—ing a SHA=3 � a •�{� ,�.r aathedcoplaeisf thl � ?rintodecpie:ct thtsdaumentsse not ccnsidcrcd cri and scs{ed J �� and the S�dY«sau[fienticatinn codernut Ls venficd rn an'(destrank ' CCt]iC5_ Page 1 of 1 Job Number: 136DCS101 a -- r' Ply:1 SEQN:746847/T10/COMN 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 2 FROM:AH DRW: Truss Label: A01 Wgt:200.2 Ibs .. / ... 11/10/16 6'4'7 7'10"a 14'2"13 18'4" 22'S"3 28'9"7 30'3" 36'8" 6'4'7 1f 6 1T 6, T 4'13 4'1"3 64„4 +1'6„2t 64'7 F=5X6 1112X4E 1112X4 12 6 (a) (a) a3X6 m �3X6 D H 3X4C 1 3X4 m (a) (a) =4X6. )B J=4X6(A2) 93 A P 0 N M L K 1112X4 =H0308 =4X10 -4X10 =H0308 1112X4 6'211 5'9"5 2'2"13 8'2'7 2'2"13 59"5 6'2"1 1 6'211 12' 14'2"1 22'53 24'8" 30'S"5 36'8" Loading Criteria(psf) Wind CriteriaSnow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.159 G 999 240 B 1537 /704 /855 /- /395 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.346 G 999 180 J 1474 /666 /786 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.064 K - - Wind reactions based an MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.140 K - - B Min Brg Width Req= 1.8 Mean Height:22.84 ft J Min Brg Width Re NCBCLL: 10.00 Code/Misc Criteria - Creep Factor:1.5 q= - TCDL:4.2 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.592 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.759 Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:Yes Max Web CSI: 0.688 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.OD ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Camp. GCpi:0.18 Plate Type(s): A-B 27 0 F-G 1456 -2193 Wind Duration:1.60 WAVE,HS VIEW Ver.15.01.01.0402.19 B-C 1548-2797 G-H 1287 -2183 Lumber C-D 1244 -2218 H-I 1261 -2222 Value Set:13B(Effective 6/1/2013) D-E 1270 -2179 I-J 1608 -2817 E-F 1452-2191 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-P 2443-1275 M-L 2461 -1322 P-0 2441 -1275 L-K 2461 -1322 Bracing O-N 2441 -1275 K-J 2464 -1322 (a)Continuous lateral restraint equally spaced on N-M 1502 -588 member.Or 1x4"T"reinforcement.80%length of web member.Same species&SRB grade or better, Maximum Web Forces Per Ply(Ibs) attached with 8d Box or Gun(0.113"x2.5",min.)nails1t � @ 6"o . Webs Tens.Comp. Webs Tens. Comp. e , « ` P-C 274 -10 F-M 967 -650 Hangers/Ties � * +„ 4f `�" e ` C-N 470 -586 M-G 409 -381 (J)Hanger Support Required,by others bF+pr ` E-N 410 -383 M-I 524 606 • N-F 961 -647 1-K 278 -14 Loading „ * Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. i Wind STATE OF ` 0 . Member design based on both MWFRS and C&C. �, ` *•a ��y +;,g� SERKL#; 7f00 00 0100 00 01 4bee Sc dica",leids36 This item has b-n ekactenniesity s(-yned and scalad E;y Manuel ttartinaa, PF.!''>l.tic.tt47101}en ti�a Este skawn atmMe using a SHk•3 axiCller,CltaFian 4a'iC —WARNING" READ AND FOLLO,Wn 1L�kTCr�fclNnTkdLS E3) Jd�1SeSs�netane:ralcd —IMPORTANT** FURNISH THIS DRAWING TO,,Alin-.GAN3d Ar&'6G RS4MItl DINGa"FwANSi AL--LERS Trusses require extreme care in fabricating,handlin shippingpimstalling and bracing.,Refer to and follow the-latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW 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 shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing,indicates acceptance of roesskonag engineering responsibility solely for the design shown. The suitability and use of this c7�awing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Far more information see this job's general notes page and these web sites:ALPINE:www.al ineitwxam'TPI:wwwA instor:SBCA:wwx.sbcindus .com'ICC:www.iccsafe.or Job Number: 136DCS101 Ply:1 SEQN:746848/T29/HIPS 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW: Truss Label: A02 Wgt:235.2lbs / ... 11/10/16 6'4"7 14'2'12 17' 19'8" 22'5"4 28'9"7 30'3" 36'8" 6'4"7 1'6" 6'4"3 2'9"4 2'8" 2'9"4 6'4"3 1'6" 6'4"7 =5X6 F=5X6 G 1112X4E H 1112X4 ~ 12 6 M 1�3X6 5,�3X6D I 13 EO 3X40 J z 3X4 m (a) (a) 4X6(A2)B K=4�6(A2) AA S R 0 P 0 N M 1112X4 =3X6 =4X10 =3X4 =4X10 =3X6 1112X4 6'2"11 5 2'2'12 4'1"4 4'1"4 2'2:' 595 6'2 6'2"11 12' 14'2"1 18'4" 225"4 24'8" 30'S 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): 0.137 E 999 240 Enclosure:Closed B 1447 /705 /862 /- /- 15.5 BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.315E 999 180 K 1447 /705 /862 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.058 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:22.50 ft HORZ(TL): 0.133 M - - B Min Brg Width Req= 1.7 ei NCBCLL: 10.00 TCDL: ei Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 1.7 Soffit: 2.00 BCDL:4.2 psf psf Bldg Code: FBC 2014.RES Max TC CSI: 0.554 Bearings B&K are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.574 Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:Yes Max Web CSI: 0.969 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 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 G-H 1498 -1972 Wind Duration:1.60 WAVE VIEW Ver.15.0.1.01.0402.19 B-C 1587-2618 H-1 1311 -1961 Lumber C-D 1284 -2000 1-1 1284 -2000 D-E 1311 -1961 J-K 1587 -2618 Value Set:13B(Effective 6/1/2013) E-F 1499 -1972 K-L 27" 0 Top chord 2x4 SP#1 F-G 1156 -1455 Bot chord 2x4 SP#1 Webs 2x4 SP-#3 . ` Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Com Chords Tens. Comp, approved 1/30/2013 by ALSC p• p• Bracing B-S 2283 -1268 P-0 1452 -674 "s S-R 2280-1268 O-N 2280 -1294 (a)Continuous lateral restraint equally spaced on R-Q 2280-1268 N-M 2280 -1294 member,Or 1x4"T"reinforcement.80%length of Q-P 1452 -659 M-K 2283 -1294 web member..Same species&SRB grade or better, it8t9ltd attached with 8d Box or Gun(0.113"x2.5',min.)nails k6 tf @ 6"oc. " ti4��. �op� Webs Maximum Tens.Comp.eb es P bs(Ibs)Tens. Comp. ea` `ae Wind t :e , ! e• !/�,�Ai+ s 4: +I':. S-C 285 -11 P-G 221 -192 Member design based on both MWFRS and C&C. 4 e l+ `4� S. C-Q 467 •-624 G-O � -79& -630 No 047182 , E-Q 421 -380 O-H 421 -380 Q-F 798 -630 O-J 467 -624 e F-P 222 -193 J-M 285 -12 STATE OF e•�v SERIAL z: 7f 00 00 0100 00 01 415 6e U di ca 99-1 c f0 36 ibis item has linen snd scaled by Nfantrel Klmnia-. PE I-L.Ue.0473821 en the dzM zhaWM1 ibtl4e ei3ng z SHh.l authentkatien code. —WARNING" READ AND FOLLO,//dnfhLlcjll&kTGS�£1nF#d6� JN4algnedanexcslsd -IMPORTANT** FURNISH THIS DRAWING TO Ab6C4t AS 5ORSdiiGitUld INGdT-hlrm�NStTo kLERS Trusses require extreme care in fabricating,handlin shippingpimstalling and bracing. Refer to and follow the latest edition of BCSI(Building . Component Safety Information,by TPI and SBCA)for satPety 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 plater 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 Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANSI g PI 1,or for handling.shippin a g,installation and bracing of trusses.A seal on this drwing or cover pa e., listing this drawing,indicates acceptance of professions engineerin_q responsibility solely for the design shown. The suigability and use of this t7fawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t instor;SBCA:%w .sbdndust .com;ICC:ww .iccsafe.or l) s C 4'. Job Number: 136DCS101 Ply:1 SEQN:746849/T16/HIPS 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH FDRW: Truss Label: A03 Wgt:233.8 Ibs / ... 11/10/16 l 6'48 7'10"� 14'2"12 I 17' 1 19'8"+ 22'5"4 28'9"7 +30'3"$ 36'8" 6'48 16"1 6'43 2'9"4 2"'. 2'9"4 6'4"3 1'6" 6'4"B =5X6 F=5)8 G 1112X4E H 1112X4 12 6 F �3X6 G 3X6 D I r m o3X4 J�3X4 m 4X6(A2)B K=4X6(A2) R Q P O N M L 1112X4 =4X6 =4X10 =3X4 =4X10 =-4X6 1112X4 6'2"12 5'9"4 2'2'12 4'1"4 4'1"4 2'2"12 5'9"4 6712 6'212 12' 142"1 18'4" 225"4 24'8" 30'S"4 36'8" 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): 0.136 E 999 240 B 1449 /706 1862 /- /368 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.316 E 999 160 K 1385 /667 /793 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.058 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.134 L - - B Min Brg Width Req= 1.7 ft Mean Height:22.50 K Min Br NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:'1.5 g Width Req= - Soffit: 2.00 TCDL:5. psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554 Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.574 Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:Yes Max Web CSI: 0.972 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 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 F-G 1168 -1459 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1589-2622 G-H 1502 -1976 Lumber C-D 1288-2004 H-1 1330 -1967 D-E 1314-1965 I-J 1304 -2006 Value Set:13B(Effective 6/1/2013) E-F 1511 -1975 J-K 1649 -2640 Top chord 2x4 SP#1 Bot chord 2x4#3 #1 MaximumB Chord F P PI Webs ot ororces Per Ibs Webs 2x4 SP#3Y( ) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-R 2286-1328 O-N 1456 -702 R-Q 2283 -1328 N-M 2302 -1358 Bracing. Q-P 2283-1328 M-L 2302 -1358 (a)Continuous lateral restraint equally spaced on P-O 1456 -710 L-K 2306. -1358 member.Or 1 x4"T"reinforcement.80%length of web member.Same species&SRB grade or better, liPB attached with 8d Box or Gun(0.11 3"x2.5",min.)nails Maximum Web Forces Per Ply(Ibs)♦ 0 Webs Tens.Comp. Webs Tens. Comp. % Hangers/Ties s� t, •" �E + w'• f R-C 285 -11 O-G 221 -193 (J)Hanger Support Required,by others ' s.`" `fi C-P 466 -623 G-N 800 632 �. E-P 421 -379 N-H 419 -377 Wind � +` No ��1 82. � � P-F 798 -630 N-J 521 642 vae..;: ,-* e F-O 224 -194 J-L 289 -15 Member design based on both MWFRS and C&C. ; STATE T may+ 0olx � {yam,#, SERIAL tt: 7(00 00 01 00 00 01 4b$e Sc d1 ca 99:'tc PO 3B This item has been tdertroalrffly signed end scaled by Maur lmartlnct, PF.K.Ur.0471921 cn threats shown above using a SHA•T ' a�[91Cn[{L]61Cn sa_e. —WARNING" READ AND FOLLOI/iVn/AL1cACLTES OlkT4bF QRAWJNG-lfgnedands-il d —IMPORTANT`* FURNISH THIS DRAWING TO.AbLc€ANaRA1&,EQF SdNChW[IINGGdT-NE MttT ALLERS 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 B3,67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. ' }defer 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 cfrawing or cover pa e listing this drawing,indicates acceptance of processional engineering responsibility solely for the design shown. The suitability and use of this r7�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:vmmal ineitw.com•TPI:www.t inst.or SBCA:www.sbcindus .com'ICC:www.iccsafe.or Job Number: 136DCS101 Ply:1 SEQN:746850/T8/HIPS 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW: Truss Label: A04 Wgt:219.8 Ibs / ... 11/10/16 6'4"8 14212 15' 21'8" 2' '4 28'9"8 6'4"8 1'6"1 6'4"3 9" 6'8" 9" 6'4"3 5X6 1112X4E F —5X80 H 1112X4 h 12 6 -3X6 " 03X6 DI t o t2 03X4 C J'3X4 (a) (a) 4X6jA2)8 k=4 L6(A2) HH S R Q P O N M 1112X4 =-3X6 =3X8 -3X4 =3X8 =3X6 1n2X4 6'2"12 5'9"4 2'2"12 4'1"4 4'1"4 2'2"12 5'9"4 6'2"12 1� 6'2"12 12' 14'2"1 18'4" 22'5"4 24'8" 30'5"4 36'8" 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): 0.135 E 999 240 B 1447 /707 1868 /- /344 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.311 E 999 180 K 1447 /707 /868 /- /- /5.5 BCDL: 10.00 Risk Category:II, Snow Duration:NA HORZ(LL): 0.059 M - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.135 M - - B Min Brg Width Req= 1.7 Mean Height:22.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 1.7 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.569 Bearings B&K are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.577 Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:Yes Max Web CSI' 0.710 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 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 G-H 1553 -1960 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1614-2617 H-I 1344 -1963 Lumber C-D 1318-2002 1-1 1317 -2002 Value Set:13B(Effective 6/1/2013) D-E 1344 -1963 J-K 1614 -2617 E-F 1553 -1960 K-L 27 0 Top chord 2x4 SP#1 F-G 1262-1635 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by Lumber value set by ALSC uses design values Chords Tens.Comp. Chords Tens. Comp. Bracing B-S 2282-1303 P-O 1626 -837 S-R 2278-1303 O-N 2278 -1335 (a)Continuous lateral restraint equally spaced on R-Q 2278-1303 N-M 2278 -1335 member.Or 1x4"T"reinforcement.80%length of Q-P 1626 -810 M-K 2282 -1335 web member.Same species&SRB grade or better,attached with 8d Box or Gun(0.113"x2.5",min.)nails py� t�� @ 6"oc. - dry Maximum Web Forces Per Ply(Ibs) � �" � t pi Webs Tens.Comp. Webs Tens. Comp. Wind Member design based on both MWFRS and C&C. a� t�, \ �pT i; S-C 284 -10 P-G 203 �-173 ` .• C-Q 461 -619 G-0 " 732 -652 w No 0 1:82 E-Q 468 -348 O-H 469 -348 Y Q-F 732 -652 O-J 460 -619 e F-P 203 -179 J-M 284 -12 %r STATE OF SERIAL x::1 7(00 00 0100,00 014b 6e 5c"d 1"ca 99:1c f0 36 ThI,item haz been clecuenlrstiy siynce snd aealcd by M..-I vwlmac, PEEL.I.I[.94 F1921 CPI IiWd.te SF..n Abm1 L_mg a5HA•T ailttieTi[{;aCIGn£3v'G - -WARNING— READ AND FOLLO,,"Atl4iCL EScatlTIkd6Fx9h� JNd G6gt cdand—kd —IMPORTANT" FURNISH THIS DRAWING TOdhL)LG.GN3BAGTil RSaNCItWI34 lrndT-"EIN,StTAL-LERS - Trusses require extreme care in fabricating,handlin shippingylnstalling 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 Join 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 shipping,installation and bracing of trusses.A seal on this drawing or cover pa listing this drawing indicates acceptance of..prof e essional engineering responsibility solely for the design shown. The suitabflfty and use of this yawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2.For more information see this'ob's general notes page and these web sites:ALPINE:w .al ineitw.com•TPI:www.t inst.or;SBCA:`w .9bcindust .com•ICC:www.iccsafe.or _ c T Job Number: 136DCS101 Ply:1 SEQN:746851/T15/HIPS 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OIL O Qty: 1 FROM:AH DRW: Truss Label: A05 Wgt:218.4 Ibs / ... 11/10/16 66'44'77 1644231 2 _ 5_ 21'8" 792S 289"8 1 110 368" 1i 6'3116,8„ 7 63"6 _5x6 F 1112X4E =5X8G H 1112X4 12 O 6 F-11 3X6 3X6 D I 13X4C J-3X4 m (a) (a) 4X6(A2)B K=4X6(A2) 4"3 A R Q P O N M L 1112X4 =3X6 =3X8 =3X4 =3X8 =3X6 1112X4 6'21111 5 2'2"12 4'1"4 4'1"13 2'2"3 5' " 6'1"10 6'2" 12' 142"1 18'4" 22'S"13 24'8" 30'61066 36'8" 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): 0.134 H 999 240 B 1449 /708 /868 /- /328 15.5 BCLL:, 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.312 H 999 180 K 1385 /670 /799 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.059 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.136 L - - B Min Brg Width Req= 1.7 Mean Height:22.00 NCBCLL: 10.00 ft Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= TCDL:4. psf Bearing B is rigid surface. Soffit: 2.00 ' BCDL:5.0 earn psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.571 g a g " Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.582 Spacing:'24.0" C&C Dist a:3.67 ft Rep Factors Used:Yes Max Web CSI: 0.711 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 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 F-G 1275 -1639 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1626 -2621 G-H 1558 -1971 Lumber C-D 1330 -2006 H-1 1360 -1972 Value Set:13B(Effective 6/1/2013) D-E 1356-1967 1-1 - 1334 -2013 E-F 1565-1964 J-K 1676 -2645 Top chord 2x4 SP#1 Bot chord'2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) . p Lumber value set"1313"uses design values Chords Tens.Comp. Chords Tens.-Com p: approved 1/3 012 01 3 by ALSC B-R 2285 -1370 O-N 1631 -865 R-Q 2282-1370 N-M 2307 -1384 Bracing Q-P 2282 -1370 M-L 2307 -1384 (a)Continuous lateral restraint equally spaced on P-'O 1630 -873 L-K 2310 -1384 4 member.Or 1x4"T"reinforcement.80%length of web member.Same species&SRB grade or better, Maximum Web Forces Per Ply(Ibs) attached with 8d Box or Gun(0.113"x2.5",min.)nails1 p @ 6"oc. �� g }�? Webs Tens.Comp. Webs Tens. Comp. % . ,•°�* p R-C 284 10 O-G 204 173 Hangers Ties nlyfi , ` �'j� ''ov � C-P 460 -619 G-N 737 -652 (J)Hanger Support Required,by others +` �v '� ��c-' 0, E-P 468 -348 N-H 467 -350 7 �# P-F 731 -652 N-J 513 638 Wind N F-O 205 -173 J-L 287 -13 Member design based on both MWFRS and C&C. m 5 .; SERIAL 9: 7f00 00 0100 00 01 4b6e 6c d1 ca99 Ac(036 this item fias been clearonizatiy signed and sealed by rAatascl bSartin¢{, PF.t;L.Ltc.04:11 S3}cn the date sF.own abate asdng a SHA•1 a.LehCTiCI�aGIREt e�[dC.. **WARNING** READ AND FOLLO,,%Ak1d$kQTES.Qk\LtTkd6Fc9h?A WJNG6gncdandz"ied —IMPORTANT** FURNISH THIS DRAWING TChjAk&G.GNaaTRAG:TG RS&4GItld,DIMGiTidE;dNS AL-LERS Trusses require extreme care in fabricating handiin shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. )2efer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this 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 professtona 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 mob's cieneral notes pacie and these web sites:ALPINE:wwmal ineitw.com•TPI:www.t inst.or:SBCA:www.sbcindus .com'ICC:www.iccsafe.or � s , Job Number: 136DCS101 Ply:1 SEQN:746852/T7/HIPS 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 1 FROM:AH DRW: Truss Label: A06 Wgt:201.6 Ibs .. / ... 11/10/16 6'4"9 13' 184" 23'8" 30'3"7 6'4,.9 67"7 I 5,4 —I 5,4„ '�- 6,7„7 1112X4 TD=5X8 E -SXBF " I 12 6 p b 03X4C' C' 3X4 io 1 -4X6dA2)B H= 4_J 4 X 6(A2) P O N M L K J 1112X4 =4X6=3X4 =3X8 =3X4=4X6 1112X4 6'2"135'4" 1' 5'9"3 6'2'13 6'2"13 12' 13' 18'4" 23'8" 24' " 30'53 36'8" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10• Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.138 E 999 240 B 1447 /709 /868 /- 1303 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.318 E 999 180 H 1447 /709 /868 !- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.058 J - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:21.50 ft HORZ(TL): 0.134 J B Min Brg Width Req= 1.7 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.7 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.476 Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CS: 0.488 Spacing:-24.0" C&C Dist a:3.67 ft Rep Factors Used:Yes Max Web CSI: 0.584 Maximum"Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 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 E-F 1430 -1924 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1634 -2597 F-G 1406 -2072 Lumber C-D 1406 -2072 G-H 1634 -2597 Value Set:13B(Effective 6/1/2013) D-E 1430 -1924 H-.1 27 0 Top chord 2x4 SP#1 Sot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs)' Webs 2x4 SP#3 - Chords Tens.Comp. Chords Tens. Comp.- Lumber value set"136"uses design values B-P 2260-1319 M-L 1777 -971 approved 1/30/2013 by ALSC P-0 2257-1319 • L-K 2257 1351 O-N 2257 -1319 K-J 2257 -1351 Wind N-M 1777 -939 J-H 2260 -1351 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply(Ibs) %ot16ll."Itoo� Webs Tens.Comp. Webs Tens. Comp. # L q " P-C 252 -10 M-F 265 -192 k 6. a A :irC-N 422 -532 F-L 425 194 dy. D-N 425 -195 L-G 421 -532 D-M 265 -193 G-J 252 -12 No 0 ( _ E-M 233 -270 S �� a3. Y O.�'r� F 10 W 4 SIN$ SERIAL 9: ?f 00 00 0100 00 01415&e So 41 ca 991e f0 36 This ltam hat been clectsoni:sfiy tgncd and sealed by rAanual Martinat, PF.l:L.Ile.aE)tall an the Cat,shown above LMng a SHA.T au[1ancE:atfan c�dm "WARNING" READ AND FOLLO,MUn/c1114AaTEScQNnTUI,'t91iAWidFG6gnad and s"tad —IMPORTANT** FURNISH THIS DRAWING TO)rA bL ..GNTTIRAGTLJf7S"liWDU4G:iTNFna NSi?ALLERS. Trusses require extreme care in fabricating,handling shippingwimstalling and bracing.,Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI arid'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-bracingg ins ailed per BCSI sections B3,67 or 810, as applicable. Apply places 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 Buildin 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 pa e,, listing this drawing indicates acceptance of professional engineerin responsibility solely for the design shown. The suigability and use of this yawing for any structure is the responsibility of the�uilding Designer per ANSI/TPI 1 Sec.2.For more information see this job's general notes page and these web sites:.ALPINE:www.al ineitw.com;TPI:www.t instor:SBCA:www.sbcindus .com'ICC:www.iccsafe.or r Y I Job Number: 136DCS101 Ply:1 SEQN:746853/T14/HIPS 1 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW: Truss Label: A07 Wgt:201.6 Ibs .. / ... 11%10/16 6'4"9 13' 18'4" 238" 30'3"7 36'8" 6'4"9 6'7'7 5'4" 5'4" 6'7"7 6,4"9 . 1112X4 D-5X8 E =5 BF 12 6 D o g3X4C Ca 3X4 in D n Y_ 1 =4X6(A2)B H=06(A2) a^a /Rt 0 N M L K J I 1112X4 =4X6=3X4 =3X8 =3X4=4X6 1112X4 �' 6713 5'9"3 1' S'4" 5'4" 1' 59"3 6'213 JA 6'2"13 12' 13' 184" 23'8" 24' " 30'53 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in ]cc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.137 E 999 240 Enclosure:Closed B 1385 /672 /868 /- 1287 /5.5 BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.319E 999 180 H 1385 /672 /799 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.058 1 - - Wind reactions based on MWFRS • Des Ld: 37.00 EXP:C HORZ(TL): 0.135 I - - B Min Brg Width Req= 1.7 Mean Height:21.50 ft H Min Br NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 g Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.485 Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.489 Spacing:24.0" C&C Dist a:3.67 ft' Rep Factors Used:Yes Max Web CSI: 0.605 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 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 E-F 1446 -1929 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1645 -2601 F-G 1419 -2079 Lumber C-D 1418 -2076 G-H 1672 -2619 Value Set:13B(Effective 6/1/2013) D-E 1446-1929 Top chord 2x4 SP#1 d F t Chord Maximum Boororces Per PI Ibs Bot chord 2x4 SP#1 y(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. ■ Lumber value set"l3B"uses design values B-O 2263-1385 - L-K 1783 -1000 approved 1/30/2013 by ALSC O-N 2260-1386 K-J 2280 '-1391 N-M 2260-1386 J-1 2280 -1391 Hangers/Ties M-L 1780 -1006 I-H 2283 -1391 (J)Hanger Support Required,by others Wind Maximum Web Forces Per Ply(Ibs) i1t� # Webs Tens.Comp. Webs Tens. Comp. Member design based on both MWFRS and C&C. A � O-C 252 -10 L-F 265 -192 ,. �� *i ��P �•, r• �� C-M 421 -532 F-K 428 -200 �" ,",+ � + +'. { �+ D-M 424 -194 K-G 446 -551 D-L 268 -194 G-1 256 -15 t' No 047182 E-L 235 -270 s STATE OF ON 4 SERIAL, 7(00 00 Ot 00 00 014b Be Sc d 1 ca 99 is fO 36 This itemffas Gecnckcsronlcsl}yslgacd and u 1ad by tAa 1?vartine; tsc.da 73a21 cn the cats shown abaun yang a SHA,T aL'Gicfitl:a[Inf code **WARNING** READ AND FOLL02rMt4k1c4QTFrScQk4n-Hb%.J�WIL1Shcmccandzxakd —IMPORTANT** FURNISH THIS DRAWING TO-AbtcC>-O IRA-&:50 S LtWLIINGdT-4dF.y NStTALLERS 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 attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insfalled per BCSI sections B3,B7 or 910, as applicable. Apply plate: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/I PI 1,or for handling shipping installation and bracing of trusses.A seal on this drawing or,cover pa e, listing this drawing Indicates acceptance of professional' engineering responsibility solely for the design shown. The sunablllty 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:vmmal ineitw.com:TPI: www.l inst.or:SBCA:www.sbcindus .com•ICC:www.iccsafe.or i y Job Number. 136DCS101 Ply:1 SEQN:746854/T6/HIPS 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O City: 1 FROM:AH DRW: Truss Label: A08 Wgt:193.2 Ibs .. / ... 11/10/16 64"9 11' 258" 30'3"7 36'8" 6'4"9 4'7"7 7'4" 7'4" 477 6'4"9 1112X4 D=5X8 E =5X8 F 12 6 g3XAI G 3X4 o 'n rn c! =3X6(A1)B H=3X6(A1) H P O N M L K J 1112X4 =3X4=4X6 =3X8 =4X6=3X4 1112X4 6'2"13 49"3 1' 6'4" 6'4" 1' 4'9"3 6'2"13 1 6'213 11' 12' 18'4" 24'8" 25' " 30'5'3 Loading Criteria (psf) Wind Criteria Snow Criteria(P.g,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) . TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.156 E 999 240 B 1447 /712 /861 /- /263 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(rL): 0.360 E 999 180 H 1447 /712 /861 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.057 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:Cght:21.00 ft HORZ(TL): 0.132 J - - B Min Brg Width Reg= 1.7 Mean Hei NCBCLL: 10.00 TCDL: ei psf BCDL:5.0 psf Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Reg= 1.7 Soffit: 2.00 - Bldg Code: FBC 2014 RES Max TC CSI: 0.553- Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.567 Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:Yes Max Web CSI: 0.528 Maximum Top Chord.Forces Per Ply(Ibs) - Loc.from endwall:not in 9.00 ft FTIRT:20(0)/10(0)- Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 E-F 1654 -2312 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1643-2569 F-G 1508 -2203 Lumber C-D 1509-2203 G-H - 1642 -2569 Value Set:13B(Effective 6/l/2013) D-E 1654 -2312 H-I 27 0 Top chord 2x4 SP#1 Maximum Bot Chord Forces Per PI Ibs Bot chord 2x4 SP#1 " y( ) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. i Lumber value set"13B"uses design values B-P 2229 -1321 M-L- -...1922-•-1090 approved 1/30/2013 by ALSC P-O 2227-1321 L-K 1922 -1090 O-N 1922 -1058 K-J 2227 -1353 Wind N-M 1922-1058 J-H 2229 -1353 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply(Ibs) �4 �gy Millsd�1 Webs Tens.Comp. Webs Tens. Comp. P-C 191 12 M-F 490 -341 e•�wsrw�w.y�ww ,��d C-O 319 -370 K-G 318 -370 D-O 399 -192 F-K 399 191 D-M 490 -341 G-J 191 14 w No. 0471 82, E-M 378 -439 - - STATE OF f SERIAL 9. 7f 00 00 0100 00 01 4b 66 Sc di ca 99 le f0 36 ibis itemhas E+een eltc:rmlcsiiy stoned and sealed by Man4el t3artines, YE E9L.I.fc.047182t cn thcdate shown above-ang a 5HA-1 authcrtE:�€Ice cads. —WARNING** READ AND FOLLO."AL1c43JQTFLS.U61#dL9.W",JNG0cdand—tom d. —IMPORTANT** FURNISH THIS DRAWING.TClAbicCG tMRAftxEGRSdNGliWZI G:il- EANSiFr/ALLERS.' - Trusses require extreme care in fabricating,handlin shippingwinstalling 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 Abates 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 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 shipping,installation and bracing of trusses.A seal on this cfrawbng or cover pa e, listing this drawingg indicates acceptance of professional engineerin responsibility solely for the design shown. The suigability and use of this drawing 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:wwat instor:SBCA:w .sbcindusl .com:ICC:www.icceafe.or ' C l Job Number: 136DCS101 Ply:1 SEQN:746855/T13/HIPS 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW: Truss Label: A09 Wgt:193.2lbs .. / ... 11/10/16 36 "9 4174 7 4" 7'4811 I 47 7 6'4 1112X4 0=5X8 E =5X6 F l 12 6 p g3X4C G 3X4 b 'n u) M 1 =3X6(Al)B H=U6(A1) A - 1 O N M L K J I 1112X4' =3X4=4X6 =3X8 =4X6=3X4 1112X4 6'2"13 4'9"3 1' 6'4" 6'4" 1' 4'9"3 6213 6'2"13 11' 12' 18'4" 24'8" 25' ' 30'S"3 36'8" 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): 0.155 E 999 240 B 1449 /713 /861 /- /247 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.361 E 999 180 H 1385 /674 /792 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.057 ) - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CHORZ(TL): 0.133 I - - B Min Brg Width Req= 1.7 Mean Height:21.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - TCDL:4.2 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.568 P Spacing:24.0 C&C Dist a:3.67 ft Re Factors Used:Yes Max Web CSI: 0.532 Maximum Top Chord Forces Per Ply(Ibs) " Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords 7ens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 E-F 1673 -2319 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B=C 1654-2573 F-G 1519 -2213 Lumber C-D 1520-2207 G-H 1669 -2592 Value Set:13B(Effective 6/1/2013) D-E 1673-2319 - Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. • Lumber value set"13B"uses design values B-O 2233 -1387 L-K 1929 -1120 approved 1/30/2013 by ALSC O-N 2231 -1387 K-J 1929 -1120 N-M 1925 -1125 J-1 2251 71393 Hangers/Ties M-L 1925-1125 I-H 2253 -1393 (J)Hanger Support Required,by others Wind Maximum Web Forces Per Ply(Ibs) Webs Tens.Com Webs Tens. Comp. Member design based on both MWFRS and C&C. ��}�gr�!l8t P O-C 191 -12 L-F 488 -334 •"s"a.„e.� C-N 318 -370 J-G 331 -389 . + � V:EN +`r o D-N 399 -191 F-J 403 -197 D-L 493 -343 G-1 196 -19 E-L 379 -439 XZ ag ,4 M Lit O • Y. STATE OF + fi44. 0,R I SERIAL 7f 00 00 0100 00 01 415 66 Sc d1 ca 991c ff136 This :sated by mnnucl mwtinu, B6(;L.11C.de77s7I on Inc CaW shawa above uiJog a SHA.1 aU[71enLl¢ntlnfl 6ddC. **WARNING— READ AND FOLL0.L9ALlcAQTEScQbkT.4%C Iy1NQ6,gnedand:salcd —IMPORTANT** FURNISH THIS DRAWING TOjAk&GGN�IRA-&''GGRSdNGLiWEIINGod--Mrv�NStTAkLERS Trusses require extreme care in fabricating,handling ship pingyirestalling 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 temporarryY 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 Inslal(ed 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. )2efer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinQqComponents 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 grawtng or cover pa e, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suifabrlrty and use of this -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:www.t inst.or:SBCA:www.sbcindus .com'ICC:www.iccsafe.or To Ply:1 SEQN:746856 1 T5 HIPS 136DCS101.ya,n-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 1 FROM:AH DRW: Truss Label: A110 Wgt:184.8 lbr ... 11/1D/16 6712 27'B" 1'54 36" 2 10"2 9. 62 j 6212 2?1"'4 6?2 2 6'3"14 1 2- "4 1112X4 _-3X6 --3X4 =_5x6 D= 6 E F G H ilk 12 6 1112X4C I L11122X4 _3X6�4Al)B J= n�6(Al) Q P 0 N M —_3X4 =-4X6 =_3X8 3X4 —_4X6 --3X4 '1'8 3' 1 158 1 30,6 503,8 6 E,8 4: 12, 5!2 2 217 4 10 j,8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI1CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:,NA PP Deflection in locL/defl U# Loc R /U /Rw /Rh I RL W. TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LQ: 0.187 E 999 240 B 1447 /784 /849 /222 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.432 E 999 180 j 1447 /784 /849 /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.061 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.140 L - - B Min Brg Width Req= 1.7 Mean Height:20.50 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.7 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC-CSI: 0:445 Bearings B&J are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.662 Spacing:24.0 C&C Dist a:3.67 ft Rep Factors Used:Yes Max Web CSI: 0.616 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 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 F-G 1879 -2715 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1665 -2592 G-H 1867 -2698 Lumber C-D 1782-2529 H-1 1780 -2527 Value Set:13B(Effective 6/1/2013) D-E 1879 -2715 I-J 1665_-2590 E-F 1879-2715 J-K - 27 .0 Top chord 2x4.SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces'Per Ply(Ib6) Lumber value set"l 313"uses design values Chords Tens.Comp. Chords Tens..Como. approved 1/30/2013 by ALSC B-Q 2248 -1340 N-M 2028 -1195 Wind Q_P 2026 -1162 M-L 2028 -1195 P-0. 2026-1162 L-J 2246 -1371 Member design based on both MWFRS and C&C. O-N 2720-1600 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. C_Q 281 -205 G-N 313 -354 Q-D 419 -319 N-H 839 -531 D-O 855 -544 H-L 418 -316 No 047182- 1, E-0 309 -350 L-1 279 -203 0 O-G 93 -89 STATE OF v 0 % 0 N P0- ,*Yt,j it tit, SERA! .9: ?f,00 00 0100 00 01 4b 6e Sc 41 ca 99 Ile to 36 Thl.iumibelecvnnluliy stynedsnd1 diq • PE K.Lfa.9471821-lritC Sha .b.�wq.SHAM **WARNING** READ AND ,S4NC - -IMPORTANT** FURNISH THIS DRAWING TC1,Ab6G.QNZRAS-EGR ItWDINGdT-HE�NStTALLERS Trusses require extreme care in fabricating,handling hi stalling and bracing. Refer to and follow the latest edition of BCSI(Building: Component Safety Information,by TPI an SBCnA)nP.i s.'F.7pMactices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwisejop chord shall have properly attached structural sheathing and bottom chord shall have a pro attache rigid ceiliny. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3 87 or 20�properly applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. )Refer to drawings 160A-Z for standard plate positions. - Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this 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 r awing or cover page listing this drawing,indicates acceptance of professlona1 engineering responsibility solely for the design shown.. The suffiability and use of this rawing for any structure is the responsibility of the Building Designer per ANSI1TP1 1 Sec.2. For more information see this job's general notes Da and these web sites:ALPINE:www.alpineitwxarn:TPI:w .tpinstxrq:SSCA:www.sbcindustry.com;IM www.iccsafe.org c 1 Job Number: 136DCS101 Ply:1 SEQN:746857/T12/HIPM 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 1 FROM:AH DR_W: ' Truss Label: All Wgt:196.0lbs / ... 11/10/16 15'l1"l4 228" 1 29'6"6 36'8" 4'4" 6'l1"l4 6'8'2 6'106 7'1"10 1112X4 =5X6 =3X4 D=5X8 E F G =5X6 H 126 F,-,- Z."�— T T z�z2X4C (a) ° n -o v M =4X6 43 A(A2)8 1 0 N M L K J 1112X61 =3X4 =3X6 =3X8 =3X4 =3X6 =5X6 3' 3'11"14 6'11"14 1'8"4 5'1"14 6'l0"2 9' 12' 15'11"14 22'11"12 24'8" 29'9"14 36'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.192 E 999 240 B 1453 /775 /881 /- /243 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.443 E 988 180 1 1380 /765 /674 /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.052 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.117 D - - B Min Brg Width Req= 1.7 NCBCLL: 10.00 Mean Height:20.50 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Reg= - TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.593 Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.646 Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:Yes Max Web CSI: 0.818 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 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 E-F 1858 -2778 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1675 -2602 F-G 1724 -2631 Lumber C-D 1546-2375 G-H 1144 -1750 Value Set:13B(Effective 611/2013) D-E 1859 -2778 Top chard 2x4 SP#1Bot Maximum Bot Chord Forces Per Ply(Ibs) We chord 2x4 3 #1 Chords Tens.Com Chords Tens. Comp. Webs 2x4 SP#3 P• P• Lumber value set"13B"uses design values B-0 2274-1685 L-K 1815 -1193 approved 1/30/2013 by ALSC O-N 2085-1462 K-J 1815 -1193 N-M 2085-1462 J-1 0 0 Bracing M-L 2659-1747 (a)Continuous lateral restraint equally spaced on member.Or lx4"T"reinforcement.80%length of Maximum Web Forces Per Ply(Ibs) web member.Same species&SRB grade or better, attached with 8d Box or Gun(0.113"x2.5",min.)nails %%I'll lltff � Webs Tens.Comp. Webs Tens. Comp. @ 6"oc. -C-O 253 -214 F-L 364 -433 *� 17s �A D-0 367. -118 L-G 994 -647 Hangers/Ties '4 L� �« �'{/ 01 ;0. D-M 827 -508 G-J 757 -1014 (J)Hanger Support Required,by others 4 �+ .R 1, «_ E-M 344 -396 J-H 2103 -1375 Wind « 0 * M-F 144 -135 H-1 924 .-1324 Member design based on both MWFRS and C&C. e > « { 4 Right end vertical not exposed to wind pressure. STATE � m I �, � ONAi- SERIAL 9. 7t 00 00 0100 00 01 4b$e So di ca 90.1c t0 36 This Item f—been tlecuonleally fined and sealed by Man--Mzrtinet, ' Pr.(;L.Lic.e47l621 cn thadate shown above wing a SY.A•1 a uthenthaitencard.. —WARNING— READ AND FOLL0.1SUn&kcs3 aTFL&QbkTHL9.W WdE`)Sa6snedandrmaled —IMPORTANT" FURNISH THIS DRAWING TCbjAW CCGNIRAr Ei@R.SaFNrwltWEliNGd'L-ldfiiqNStTALLERS Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building_ Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face 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 Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1,or for handling shipping installation and bracing of trusses.A seal on this drawing or cover pa e,, listing this drawing indicates acceptance of protessionag' engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.ai ineit v.com;TPI:wwwt instor:SBCA:www.sbcindus .com'ICC:www.iccsafe.or Job Number: 136DCS101 Ply:2 SEQN:746873/T11!HIPS - 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 1 FROM:AH DRW: Truss Label: Al2 Wgt:214.2 Ibs / ... 11/10/16 T 12'10"10 -- 18'4" i 23'9"fi 298" 36'8" r T T 5'10"10 5'5"6 5'5"6 + 5'1010 i T =3X4 -5X6 =3X4 12 C=5X8 D E F =5X8G T 6p T I =4X6A(A1)B H=4X16(A1) 1 ED P O N=4 6 M L K=4X6(*. J 1112X4 =4X6 =3X8 =4X6 III2X4 12 4'10"4 7" 5'8'14 58"14 7" 4'9"14 7'112 1 7'1"12 12' 2' "2 18'4" 24'0"14 4' "6 29'6"4 36'8" 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): 0.275 E 999 240 B 2895 /1506 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.641 E 681 180 H 2895 /1506 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.059 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.137 C - - B Min Brg Width Req= 1.7 NCBCLL: 10.00 Mean Height:20.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.7 TCDL:4.2 psf Bearin s B&H are a rigid surface. Soffit: 2.00 'BCDL:5.6 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Sid: 2007 Max BC CSI: 0.509 Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:No Max Web CSI: 0.493 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp.. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 13 -11' E-F 2074 -4054 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1500-2898: F-G 1882 -3676 Lumber Loading C-D 1882-3676 G-H 1500 -2898 Value Set:138(Effective 6/1/2013) #1 hip supports 7-0-0 jacks with no webs. D-E 2074-4054 H-1 13-• -11, Top chord 2x4 SP#1Bot chord 2x6 SP#1 Wind Maximum Bot Chord Forces Per Ply(Ibs) We - Webs 2x4 SP#3 - Wind loads and reactions based on MWFRS. Chords Tens.Comp. Chords. Tens'. Comp. Lumber value set"13B"uses design values B-P . ..2561 -1314. .M-L 3723.. -1916 approved 1/30/2013 by ALSC P-0 2575 -1317 'L-K 2575 -1317 O-N 2575-1317 K-J 2575 -1317 Nailnote N-M 3723-1916 J-H 2561• -1314 Nail Schedule:0.128"x3",min.nails Top Chord:1 Row @12,00"o.c. - Maximum Web Forces Per•Ply'(Ibs) Bot Chord:1 Row @12.00"o.c. 11 i9 #d Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails `4��,�` C-P 333 -76 M-F 392 -187 in each row to avoid splitting. . C-N 1295 -664 F-L 414 -563 I •« n . N-D 414 -563 L-G 1295 -664 Special Loads .%% �' 1 r- D-M 392 -187 J-G '.333' -76 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) «. TC-From 56 plf at -1 00 to 56 plf at 0.00 N 04718� ;�� E-M 269 -304 TC-From 56 plf at 0.00 to 56 pIf at 7.00 TC-From 119 plf at 7.00 to 119 plf at 29.67 a TC-From 56 plf at 29.67 to 56 plf at 36.67 *� TC-From 56 plf at 36.67 to 56 pIf at 37.67 ' .; BC-From 4 plf at -1.00 to 4 plf at 0.00 -. STATEE OF 441.�+'+ BC-From 20 plf at 0.00 to 20 plf at 7.00 , « BC-From 44 plf at 7.00 to 44 pIf at 29.67 a«y. «'. .*«N, ,� BC-From 20 pIf at 29.67 to 20 plf at 36.67 0 tsw « 0 ii +` BC-From lb Conc.4pllf at Load 36.67 to 7.00,29.47 If at 37.67 �,p�s � N,"�,�" Plating Notes y SERIAL 91- (")1 plate(s)require special positioning.Refer to ?f 00 00 0100 00 01 4b 6e Sc d 1 ca 99 is f036 scaled plate plot details for special positioning rhititam .e.ircryM.n".IM�ttnr: requirements. ?I.IF:-uc.0471821 Cn Uiaeuc lh.Wftaba L-ing a SHA.r aJf11 Cf t{:a CIGn CddC_ -WARNING" READ AND FOLLO,"A4cJiQTExS-O"n-Fkdb% and Sewed -IMPORTANT** FURNISH THIS DRAWING TG!ALi6G.flNIRAG-EG RS"IiWO{NfodT-IHEfNsi od, 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: kefer 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 cfrawing or cover page,. listingthis drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and se of this gnawing for any structure is the respon is bility of the Building Designer per ANSI/TPI 1 See.2. For more information see this job's general notes page and these web sites:ALPINE:www.ai ineitw.com'TPI:www.t inst.or:SBCA:www.sbcindusl .com'ICC:www.iccsafe.or - - ! 1 Job Number: 136DCS101 Ply:2 SEQN:746874!T3/HIPM 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 1 FROM:AH FDRW: Truss Label: A13 Wgt:225.4lbs / ... 11/10/16 7' 5211"3 18'8"10 +20'8'+ 24'7"14 + 30'7"1 F 36'3" S6i8" 7' 5'11"3 5'9"7 1'11"6 3'11"14 5'11"3 57'15 5 1112X4 =3X4=H0308 =3X4 =4X6 12 C=5X8 D E F G H =4X101 6 0 4X6(A1)B I� 43 A 1 0 N M =8 2L K J 1 1112X4 -8X14 =3X4 =5X8 1113X10 7'1"12 5'6"4 64"2 5'7"14 6'3"l 5'8"15 7'1"12 12'8" 19'0"2 24'8" 30'11"1 36'8" 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): 0.273 E 999 240 B 2877 /1497 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.638 E 686 180 J 2999 /1538 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.060 C - - Wind reactions based on MWFRS • Des Ld: 37.00 EXP:CMean Height:20.00 ft HORZ(TL): 0.141 C - - B Min Brg Width Req= 1.7 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= - TCDL:4.2 psf Bearing Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.575 9 B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.547 Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:No Max Web CSI: 0.953 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 13 -11 E-F 2048 -4008 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01.0402.19 B-C 1491.-2882 F-G 2048 -4008 Lumber Loading C-D 1896-3696 G-H 1782 -3485 Value Set:13B(Effective 6/112013) #1 hip supports 7-0-0 jacks with no webs. D-E 1895-3696 H-I -1100 -2157 Top chord 2x4 SP#1 Left side jacks have 7-0-0 setback with 0-0-0 cant Maximum Sot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP#1 and 1-0-0 overhang.End jacks have 7-0-0 setback Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 with 0-0-0 cant and 1-0-0 overhang.Right side jacks Lumber value set"l 313"uses design values have 0-0-0 setback with 0-0-0 cant and 0-0-0 B-0 2547-1306 ,M-L- 3538- -1820 approved 1/30/2013 by ALSC overhang. O-N 2561 -1309 L-K 2254 -1162 Nailnote N-M 4021 -2066 K-J 11 -8 Nail Schedule:0.1 28"x3",min.nails Maximum Web Forces Per Ply(Ibs) Top Chord:1 Row @12.00"o.c. BotWebs Tens.Comp. Webs Tens. Comp. We Chord:1 Row @4"o.c.o.c. � � � � Webs :1 Row @ 4"o.c. C-0 343 -77 G-L 445 -635 Use equal spacing between rows and stagger nails 1 C-N 1314 -679 L-H 1446 -728 in each row to avoid splitting. N-E 198 -379 H-K 735 -1158 Special LoadsZ.' +t'6%0 D-N 315 -352 K-1 2502 -1274 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) E-M 206 -155 I-J 788 -1439 TC-From 56 plf at -1.00 to 56 plf at 0.00 *� o o 7 1$2 o M-G 552 -269 TC-From 56 plf at 0.00 to 56 plf at 7.00 TC-From 119 plf at 7.00 to 119 plf at 36.67 BC-From 4 plf at -1.00 to 4 plf at 0.00 g. BC-From 20 plf at 0.00 to 20 plf at 7.00 BC-From 44 plf at 7.00 to 44 plf at 36.67 t STATE F BC- 462 lb Conc.Load at 7.00 +R Hangers/Ties .44. '�`+: 0 1(AJh Hdanger Support Required,by others a?�r� r O 4�®� Wind loads and reactions based on MWFRS. SERIAL st: 7i 00 00 0100 00 01 4b 9e Sc d1 ca 99 le(36 Right end vertical not exposed to wind pressure. ih6 it-hat haanclea anirafie -d x.I.dbym2nucl Mar iln eF.K.I.ic.ga:13a21 Cn M&aatr sbawn 2bnYv using a SHA.1 1L't11CnCt:aEICn 61dC -WARNING" READ AND FOLLO."kJ_Uc1f"JTES cdQb6TMkS,( WJNG6gneeandsraFcd "IMPORTANT- FURNISH THIS DRAWING TOdeltl6WNaZRAfb3GaRS"IlWDINGdTMrn4NSiFA#-LERS Trusses require extreme care in fabricating handlin shippingplastalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a 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 s3andard 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 grawing or cover pa e listing this drawing indicates acceptance of processional engineer"mq responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com'TPI:www.t inst.or;SBCA:wmv.sbcindus .com'1CC:www.iccsafe.or ' Job Number: 136DCS101 Ply:1 SEQN:746115111 T1/COMN 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW: Truss Label: B01 Wgt:98.0 Ibs / ... 11/10/16 5'6"2 10,10" 16'1"14 21'8" 5'6"2 5'3"14 5'3"14 5'6"2 D=4X6 12 6 t� %2X4 C Eor2X4 o e2 N - � N (D 3X4(A1)B F=3X4(A1) aka q G J I H =3X4 =3X4 -3X4 1, 7'10"15 1'9"1 4'1"1 71015 1 7'10"15 9'8" 13'9-1 1 21'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Sid: 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):-0.066 H 999 240 B 880 /544 /523 /- /248 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): D.094 H 999 180 F 880 /544 /523 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.022 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.038 H - - B Min Brg Width Req= 1.5 Mean Height:20.96 ft NCBCLL: 10.00 TCDL:4. psf Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 s ' Soffit: 2.00 BCDL:5.0 psf Bldg Code:"FBC 2014 RES' Max TC CSI: 0.478 Bearings B&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.417 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.295 Maximum Top Chord Forces Per Ply(Ibs) Loc.-from endwall:Any 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 D-E 1279 -1176 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1364 -1374 E-F 1364 -1374 Lumber C-D 1279-1176 F-G 27 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP 41 Maximum Bot Chord Forces Per Ply(Ibs) . Bot chord 2x4 SP#1 Chords Tens.Comp. Chords Tens.,Comp. Webs 2x4 SP#3 _ - B-J 1180-1043 I=H '804 1563 Lumber value set"13B"uses design values J-1 804 -563 H-F 1180 -1060 approved 1/30/2013 by ALSC Wind Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Member design based on both MWFRS and C&C. C-J 465 -284'-- D-H '- -395 --398 J-D 395 -398 H-E 464 -284 No 04,7182 *\ STATE OF -44U 4 0 iI.v O SERIAL z: _ 7f 00 00 Of 00 00 01 415 6e Sc d1 ca 99.1c 10 36 lids item has been elaterenlcaliy sty^n d. d.waled by Maneel Martmn 2F.I:L.M.aC 71821 an We Gate Shown abn"e�ing a SHA•t autbertf:atim wade.. "WARNING" READ AND FOLLO,UnLiui11&kTG�ScQNnFkd6Fc[ WJNSnbancd,rm:rated —IMPORTANT" FURNISH THIS DRAWING TOirRtlt6WNI A-&.-5,RSM4fultWDR4GdT-}dinaNStTALLERS 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 sheathingand bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,-B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. defer,to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/�PI 1,or for handling.shipping,installation and bracing of trusses.A seal on this grawing or cover pa e, listing this drawing Indicates acceptance of professtonag 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 ANSUTPI 1-Sec.2. For more information see this bb's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t instor:SBCA:wuwr.sbcindus .com'ICC:www.iccsafe.or r Job Number: 136DCS101 Ply:1 SEQN:746859/T2/GABL 4EHB Hayden-2601"C"OL OW/DR Horton 14EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW: Truss Label: B01GB Wgt:142.8lbs / ... 11/10/16 - 10'10" 21'8" 10'10" 10,10" i--1,6"—i-1'4"-{ . (TYP) J=4X4 1 K H L 12 G M C 6 F N m E O in N D P D C Q 2X4(A1)B R-2X4(A1) S AH AG AF AE AD AC AB AA=5X6Z Y X w V u T r 21,8" 21'8" i 21'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs);or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U' /Rw- /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.001 K 999 240 R* 81 /50 /38 /- /11 /260 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 J 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 0 - - B Min Brg Width Req= - EXP:C Des Ld: 37.00 Mean Height:20.96 ft HORZ(TL): 0.003 O - - Bearing B is a rigid surface. 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: 0.116 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CS: 0.030 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.105 A-B 27' 0 J-K 322 -18 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: B-C 77 -123 K-L 268 -15. GCpi:0.18 Plate Type(s): C-D 82 -107 L-M 213 -18 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 D-E 77 =85 M-N 161 -40 Lumber E-F 109 -63 N-0 109 -63 Value Set:13B(Effective 6/1/2013) F-G 161 -40_ O-P 77-- -85 G-H 213 -18 P-Q k -107 Tap chord 2x4 SP#1 H-1 268 -15 Q-R 77 -123 Bot chord 2x4 SP#1 1-1 322 -18 R--S 27 0 Webs 2x4 SP#3 Lumber value set"1313"uses design values Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-AH 187 -102 AA-Z 212 =106 All plates are 2X4 except as noted. AH-AG 197 -102 Z-Y 211 -106. AG-AF 202 -103 Y-X 209 -105 Wind g�Aliii# dAP AF-AE 205 -104 X-W- 207 -105 Member design based on both MWFRS and C&C. if�x� AE-AD 207 -105 W-V 205 -104 Additional Notes 'ia� y y, AD-AC 209`-105 V-U 202 -103 �$ b ��. r + AC-AB 211 -106 U-T 197 102 . See DWGS A16030ENC101014&GBLLETIN1014 for , AB-AA 212 -106 T-R 187 -102 gable wind bracing requirements. #a ' 718 • Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. _ ° C-AH 117 -48 Z-K 202 -83 Z D-AG 120 -75 Y-L 166 -73 T E OFw E-AF 108 -73 X-M 108 -73 afi F-AE 108 -73 W-N 108 -73 G-AD 108 -73 V-0 108 -73 «" $ H-AC 166 -73 U-P 120 75 202 - 8 T-Q 117 -48 J-AA 3 SF-RIAL 9; 7f 00 00 01 OD OD 014b 6e Sc di ca 99.16 1113 36 ihix iten hasheen tMctranle>7}y sned snd waled t:y Mawal ktartine[, s^F.!%�•Let.pdT1871 en Itic�stc Shawn abawe u-.1nq a SHx•1 ac;therckatlem case. —WARNING— READ AND FOLLO,UtlnAklc�114kTGrS QNsF�I.�&3hZRWd�a4sdnccanessalcd —IMPORTANT** FURNISH THIS DRAWING TOAlo6CEON Ai&-B RS"ItWDiNjSdT4dfn�MtTF A-LERS -' Trusses require extreme care in fabricating handlin shipping�installing:and bracing. Refer to and follow the latest edition of BCSI(Building - Component Safety Information,by TPI and'SBCA)for safety practices 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 instailed 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. - kefer-to-- drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e, listing this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The suigablllty 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:w .t instor;SBCA:wmw.sbcindus .com;ICC:www.iccsafe.or 1 J Job Number: 136DCS101 Ply:3 SEQN:746875/T9!COMN 4EHB Hayden-2601"C"OL OW]DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW: Truss Label: B02 Wgt:138.6 Ibs / ... 11/10/16 3'10"6 7'4"8 10'10" 14'3"8 17'9"8 21'8" 3'108 3'6" 3'S"8 3'5"8 3'6" 3'10"8 E 1114X6 .� 12 G4X6 D F�4X6 6 r� m � u g3X4 C G-4X4 a W5 0 4X4(C3) a =4X12( 3) H=H0308(C3) s q M L K J I 1112X4 =5X6 =8X8 =4X6 1114X4 1, 3'2"12 3'4"4 3'9" 3'9" 3'4"4 3'8"12 H 3'8"12 TV 10'10" 147' 17'11"4 21'8" 6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.133 J 999 240 B 5762 /3086 /- /- /- 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.300 J 853 180 H 8555 /4333 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.041 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:20.96 ft HORZ(TL): 0.093 I - - B Min Brg Width Req= 1.9 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 2.9 Soffit: 2.00- gCDL':'5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.345 Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.823 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.494 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 9 -9 E-F 1617 -3071 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01.0402.19 B-C 2085-3940 F-G 2147 -4127 Lumber Wind C-D 2126-4026 G-H 2598 -5058 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. D-E 1610-3062 .. Top chord 2x4 SP#1 Maximum Bot Chord Forces Per PI Ibs Bot chord 2x6 SP#1 y( ) Webs 2x4 SP#3:W5 2x4 SP#1: Chords Tens.Comp. Chords Tens. Comp. - Lumber value set"13B"uses design values B-M 3508 -1851 K-J 3599 -1869 approved 1/30/2013 by ALSC M-L 3513-1855 J-1 4487 -2301 Nailnote L-K 3515 -1851 1-H 4522 -2317 Nail Schedule:0.1 28"x3",min.nails Maximum Web Forces Per Ply(Ibs) Top Chord:1 Row @ 5.0 Webs Tens.Comp. Webs Tens. Comp. Bot Chord:2 Rows @ 5.00"o.c..c.(Each Row) Webs :1 Row @ 4"o.c. % �� M-C 93 -128 K-F, 622 -1233 Repeat nailing as each layer is applied.Use equal �l t?L � y. � C-L 87 -39 F-J 1298 -618 spacing between rows and stagger nails in each row �..ai„am /f 4!. ' L-D 1187 -606 J-G 452 -927 to avoid splitting. +� .'1 { +'•.� �� D-K 596 -1112 G-l 802 -358 4"o.c.spacing of nails perpendicular and parallel to '� «` �, grain required in area over bearings greater than 4" E-K 2663 -1359 ' No 047182 Special Loads ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 pIf at -1.00 to 56 plf at 7.13 ; e TC-From 28 pIf at 7.13 to 28 plf at 10.83 TC-From 56 pIf at 10.83 to 56 plf at 21.67 STATE "Of BC-From 4 plf at -1.00 to 4 plf at O.OD BC-From 20 plf at 0.00 to 20 pIf at 7.13 ,' ` �1`•° **6' BC-From 10 pIf at 7.13 to 10 plf at 10.83 �� 0 _� BC-From 10 pIf at 10.83 to 10 pIf at 21.67 ¢J .* `�""* BC-2999 lb Conc.Load at 7.13 °r8�. �O AV ♦0 � BC-1380 lb Conc.Load at 9.06 rf4m#1�1 *4a BC-1385 lb Conc.Load at 11.06,13.06,15.06,17.06 SERIAL 9: BC-1474 lb Conc.Load at 19.06,20.60 711'pp 00 01.00 pp 01415 6e Sc d1 ca Wic tO 36' Th@ item Etas beer.ckarooic>w st3nnd and scaled by Manuel Martinet. Pr.hi..Lic.na71821,ca maaAte shown abacm using a 5HA-1 actti erti;atien¢:zde_ **WARNING** READ AND FOLLO,yA4kLtc�I114kTFraS Q�InThd6Fc63Jt�AMJ�1Sa4rdnedardsrscd -IMPORTANT** FURNISH THIS DRAWING TOiALl CON.£d;SLt&'gGaRS&4C4t(dd 4NGdT-1 E{NSi ALLERS 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 sheathingg 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 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 shipp'ing,installation and bracing;of trusses.A seal on this drawnng or cover pa e, listing this drawing indicates acceptance of protessional engineering responslblltty solely for the design shown. The sui9abrltty and use of this gnawing for any structure is the responsibility of the Quilding.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 1nst.or:SBCA:www.sbcindusl .com•ICC:www.iccsafe.or s r Job Number: 136DCSlbl Ply:1 SEQN:746860/T23/GABL 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW: Truss Label: C01GB Wgt:36.4lbs / ... 11/10/16 L 4' 8' i r 4' 4' �—1'4"�{ (TYP) 2'8" T D=4X4 12 6 C E m cV =— a2X4(A1)B Fm2X4(A1) CM T A G 1 J I H 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 /W - TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.001 J 999 240 B• 91 /32 /33 /- /14 /96.0 BCLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL):-0.002 J 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 J - - B Min Brg Width Req= - EXP:C HORZ(TL):-0.002 J - Bearing B is a rigid surface.Ld: 37.00 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: 0.145 Maximum Top'Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.037 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.021 A-B 27. 0 D-E ' 167 -29 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: B_C 83 -37 E-F 72 55 GCpi:0.00 Plate Type(s): I I C-D 178 -29 - F-G 27 •0 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/l/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#1 B-J 129 --37 I-H 140 -38 Bot chord 2x4 SP#1 J-1 140 -38 H-F 124 -41 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Gable Forces Per Ply(lbs) approved 1/30/2013 by ALSC Gables Tens.Comp. Gables Tens. Comp. Plating Notes C-J 320 -111 H-E 319 111 All plates are 2X4 except as noted. D-I 6 -59 Wind ��$ 1,a #� Member design based on both MWFRS and C&C. e�Sit Left and right bottom chords exposed to wind. �b1 ,�y4��,�;..� Additional Notes See DWGS A16015ENC101014&GBLLETIN1014 for gable wind bracing requirements. NO 0 71 oz, � .�. #• STA''E OF OR V N w % �il�l ° sea(Ai.z: 7f 00 06 0100 OD 01 4b 6e Sc d1l ca 0,1c.(0 36 rnls item has haen eitdr icsfly aipadmd aaatadty rnan'^lMartinrt, 7r.rL.Uc.0411821 an trio ds[r sAawn abaNc�:ing a SHk•7 —WARNING— READ ANDFOLLOb/4Ak1c�(1LfckTG+Sd�NT}d6�6 yaF1Ss4>�e6ardzsskd -IMPORTANT" FURNISH THIS DRAWING TOd W6WNZRAG:GGRSdNGI1WLIIMGd-E}rlEa MtTAL--LERS Trusses require extreme care in fabricating,handlin shippinypiListalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r sa ety practices prior to performing these functions. Installers shall provide temporary - bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each.face of truss and position as shown above and on the Join Details, unless noted otherwise. {Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW 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 shippin ,installation and bracing of trusses.A seal on this rlrawing or cover page-- listin this drawing,indicates acceptance of professions engmeer-Ing responsibility solely for the design shown. The 4uitabillty 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:wwmat ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindus .corn•ICC:wvvw.icesafe.or Job Number: 136DC5101 Ply:1 SEQN:746861/T22/COMN 4EH8 Hayden-2601"C"OL OW/DR Horton 14EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW: Truss Label: C01 Wgt:30.8lbs / ... 11/10/16 4 I 8' 4' T 4' C=4X4 12 6 M _ tt t17 CV - 2X4(A1)B D=2X4(A1) N 1 "3 ALi E F 1112X4 1 4 4- 4' $, 1' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) .• TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf.,NA Ce:NA VERT(LL):-0.010 F 999 240 B 363 /187 /354 /- /115 14.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0:011 F 999 180 D 363 /178 /207 /- /- 14.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Hght:15.00 ft HORZ(TL):-0.005 F - - B Min Brg Width Req= 1.5 ei NCBCLL: 10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: -2.00 Bldg Code: FBC 2014-RES Max TC CSI: 0.274 ' Bearings B&D are a rigid surface.. BCDL:'S.0 psf Bearings B&D require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Sid: 2007 Max BC CS: 0.140 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.069 . Loc,from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 A-B 27 0 C-D 660 -371 Lumber B-C 699 -371 D-E 27 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Chords Tens.Comp. Chords ' Tens. Comp. Webs 2x4 SP#3 B-F 325 -423 F-D '325 -423 Lumber value set"l3B"uses design values I _ . . approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Wind Webs Tens.Comp. Member design based on both MWFRS and C&C. C-F 233 -195 Left bottom chord exposed to wind. %%*;4iitimilp' Y S No 04.7182' .P -P STATE OF , • ws 1 a {� P g • y¢ '.mil'� ' &/ON' 1�� SERIAL.M 7f 00 00 0100 00 01.4ti ee Sc di ca 991 c f0 3$ Tt-iz itambazhean cicmanlcsliysjncdand x alnd by Mawti martinet, PF.I%L.Lic.0471821 en M.Cale zhaW n abnue Wing a SHA.1 avtt mtLeicn coda "WARNING" READ AND FOLLO.,"ALlcACbTEkS Q6Tkdl%{ WJNG6f,nteand-a kd. —IMPORTANT" FURNISH THIS DRAWING TOideltlLC.GLIRA-&-UIDI1T& }tU1DU4GadThlEn MttT hi=LERS = - Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face 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 Buildin Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,, listing this drawing indicates acceptance of professlonag 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.ai ineitw.com•TPI: wwwt inst.ar:SBCA:www.sbcindus .com•ICC:www.iccsafe.org " L 1 Job Number: 136DCS101 Ply:1 SEQN:622761/T4/SPEC 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 2 FROM:AH DRW: Truss Label: CO2 Wgt:36.4lbs / ... 41/1*0/16 4' 6'4"8 4' 2'4"8 C=4X4 T 12 6 ro D=4X10 N -r �- 4"15 � 2X4(A1)B —� _I N LI A 1 F 1112X4E =3X4 4T'12 2'2"12 ♦ 4112 6'4"8 '1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)" TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W. TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.006 C 999 240 B 320 /147 /225 /- /84 /8,0 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.007 F 999 180 D 244 /108 /120 /- /- /2.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C .2 HORZ(TL):-0.005 D - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft D Min Br NCBCLL: 10.00 TCDL:4 psf 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: 0.252 Bearings B&,D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.104 Bearing B requires a seat plate. . Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.085 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.01 B.0614.20 A-B 27 0 C-D 433 -242 Lumber B-C 434 -274 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. Chords Tens. Comp. Webs 2x4 SP#3 B-F 208 -328 F-E 0 -1 :Rt Bearing Leg 2x4 SP#3: Lumber value set"1313"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Wind C-F 164 -11 D-E 26 72 Member design based on both MWFRS and C&C. F-D 223 -345 ��+�ty11�11k$fdd#��I No 04118 tmL STAT r= of ON AtIlp SERIAL 7f 00 00:01 00 00 01415 8e 5c dt ca 99 is f0 36 Thlz item bazbeenetectroni aw vip.dand-.led by Ml Martiner, PF.(9L.Ltc.e6T182}Cn ttia LV[t zAawn abaua w.ieg a SHA•2 axlttlCfittidtten G]dG `*WARNING" READ AND FOLLOW/nAj#e,)ljCbTFr&SdUkTMaQ&`N4S NG6gned and:cak-d "IMPORTANT" FURNISH THIS DRAWING TCbAL60.@N-RA4'xTii@RSW4CL& OU4GdThlGANSi ALLERS - Trusses require extreme care in fabricating,handling shippingyinstalling and bracing. Refer to and follow the latest edition.of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryY bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attaches]rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin$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 page•, listing this drawingg indicates acceptance of pro(essional engineering responsibility solely for the design shown." The_suigablllty 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 mob's general notes page and these web sites:ALPINE:wmv.al ineitw.com;TPI:vwwv.l instor:SBCA:wwN.sbcindus .com'ICC:vvww.iccsafe.or Job Number: 136DCS101 Ply:1 SEQN:746863/T36/VAL 4EHB Hayden-2601"C"OL OW IDR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:GM DRW: Truss Label: V1 Wgt:56.0 Ibs / ... 11/10/16 • 1'8"8 5'8"8 11'8" 1'8'g q' S'11"8 12 6 F71- "=04 1112X4 A R C 112X4 rn N V 3X4(D1) D -a 012X4 F 1112X4 E 1112X4 11'8" J 1'8"8 4' 5'11"8 • 1'g"g 5'8"g 11'8" , Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF.- TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.036 E 999 240 G' 75 /44 /46 /- /18 /140 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(rL): 0.050 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 E - - G Min Brg Width Req= - EXP:C HORZ(TL):-0.019 E - - Bearing G is a rigid surface. Des Ld: 37.00 Mean Height:21.57 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: 0.284 Maximum Top Forces Per Ply(Ibs) Chord Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Sid: 2007 Max BC CSI: 0.204 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 it Rep Factors Used:Yes Max Web CSI: 0.107 A-B 45- -21 C-D 80 •-178 Loc,from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: B-C 50 -68 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/112013) G-F 0 -1 E-l7 8 =9 Top chord 2x4 SP#1 F-E 0 -1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 - Maximum Web Forces Per Ply(Ibs) Lumber value set"'I 3B"uses design values Webs Tens.Comp. Webs Tens..Camp. approved 1/30/2013 by ALSC A-G 77 -48 E-C 361 -321 Wind B-F 164 -122 - - Member design based on both MWFRS and C&C- Left end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. NSA No € 7 1 82- 8� SERIAL O: ?f 00 00 01 00 00 01 4b 8e Sc d1 ca 99.1c,1036 rhls item has 6ecrs elamanicsl3y s�nne srid scaled 6y Mart�cl lAartlncc, -- ?F.1;L.Uc.pa71971 srs Iric eats SF wn abnye cang a SH�d 1i.'[11CTCtatlnn SaCG -WARNING" READ AND FOLLOWmQklcAQT65cQjkTM6%DRAWWJKGLgn"and fcalca "IMPORTANT" FURNISH THIS DRAWING TChAb6GONIRAI&T[RSANCLldDiNGdZfrllay NSi ALLERS-- Trusses require extreme care in fabricating,handlin ,shippingyimstalling and bracing. Refer to and follow the latest edition of BCSi(Building. Component Safety Information,by TPI grid 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 propperly-. attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins?ailed per BCSI sections B3,B7 or B10, as applicable. Ap Iy plates to each face oftruss and position as shown above and on the Join f Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this 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 I this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suifab111ty and use of this drawing for any structure is the responsibility of the engineering Designer per ANSIlTPI 1 Sec.2. For more information see this job's general notes pacie and-these web sites:ALPIN&www.al ineitwcom•TPI:www.t inst.or:SBCA:www.sbcindust .com'IM www.iccsafe.or s Job Number: 136DCS101 Ply:1 SEQN:746864/T39/VAL 4EHB Hayden-2601"C"OIL OW/DR Horton/4EHB Hayden-2601"C"OILO Qty. 1 FROM:GM DRW: Truss Label: V2 Wgt:44.81bs .. / ... a1/10/16 4' 12 6 B=4X4 T1112X4 A c I C 1112X4 ' M ' 3X4(D1) D 112X4 F III X4 E 1112X t 1,6,6 I 4' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF)' Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.010 E 999 240 G' 75 /45 /44 /- /17 /116 BCLL: 0.00 Enclosure:Closed Lu:NA. Cs:NA VERT(TL):-0.013 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:.II Snow Duration:NA HORZ(LL): 0.004 E - - G Min Brg Width Req= - EXP:C Des Ld: 37.00 Mean Height:22.07 ft HORZ(TL): 0.005E - - Bearing G is a rigid surface. NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:4.2 psf Soffit: Bldg Code: FBC 2014 RES Max TC CSI: 0.201 Maximum Top`Chord Forces Per Ply(Ibs) 2.06 BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.109 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.097 A-B 48 -22 C-D 66 -154 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: B-C '' 50 -62 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Maximum Bot'Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) G-F 0 1 E-D 10 -14 Top chord 2x4 SP#1 F-E 0 -1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A-G 84 -48 E-C 325' -255 Wind B-F 185 -136 Member design based on both MWFRS and C&C. Left end vertical not exposed to wind pressure. Additional Notes 4 S1ttik`il See DWG VAL160101014 for valley details. u��4 ° No 04-7162 { '�• S TA tl: S EWAL a: 7f 00 00 0100 00 01 4b 6e Sc,dt ca 99 le 1`0 36 This item hat linen c{ecuanitaUr s1ynet and scaled t..y usan-I martinet, YF.(FL.I.ec.na T3S21 en ttia date%Fawn above L:Inq a SHA•T • authertkaticn<¢de. "WARNING" READ ANDFOLLOaA{}4AQTFS_Q6TML%ag"JNGkgnncandstsicd "IMPORTANT" FURNISH THIS DRAWING TOTAL cCONIRAI&,TG SdNGltWLtit4GdT-ar"aytNSiKkLERS Trusses require extreme care in fabricating handlingshippingnimstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 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 BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawin 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 drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this 1-awing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com•TPI:www.t instor:SBCA:www.sbcindust .com•ICC:www.iccsafe.or Job Number: 136DCS101 Ply:1 SEQN:746865/T35/VAL 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:GM [DRW. Truss Label: V3 Wgt:33.6 Ibs / ... 11/10/16 7'8" 1 8 88 5'11"8 12 6 B=4X4 1112X4 A N -3X4(D1) 1 c E 1112X4 D 1112X4 r 7'8" 1'8"8 5'11"8 1'8"8 7'8" 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.058 D 999 240 E* 74 /45 /41 /- /14 /92.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.070 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 D - - E Min Brg Width Req= - EXP:C Des Ld: 37.00 Mean Height:22.57 ft HORZ(TL): 0.027 D - - Bearing E is a rigid surface. - Code/Misc Criteria Creep Factor:1.5 NCBCLL: 10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg-Code: FBC 2014 RES Max TC CSI: 0.365 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.257 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.078 A-B '48 -17 ' B-C 64 -64 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:15.01.01.0402.19 Chords Tens.Comp. Chords Tens..ComP. Lumber D-C- 3 Value Set:138(Effective 6/1/2013) E-D 3 -3 -• - --. -3 Top chord 2x4 SP#1 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Webs Tens.Comp. Webs Tens..Comp. Webs 2x4 SP#3 P• p• Lumber value set"1313"uses design values A-E 88 -45 B-D. 261_.-188 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left end vertical not exposed to wind pressure. y'® t �rra Additional Notes See DWG VAL160101014 for valley details. tip��1 4E ,A +� , ENS 047182. p = - 4W :: •. STATE. OF .+ 4b -: t SERIAL X, ?f00000f 00 00 01 415 6eSed1 ca99.icZ3S ills Item Tac Evers elearnnieslly aoed And scaled by m2nual rAartinci, FS1;L.Isc.aaJla:icnthedAbe ahawnabnv ang a SHA-1 aethertkatfcn code. —WARNING** READ AND FOLL0."A#gI111TEScQb6 Ajb%FJ&WAF16'6g edAnd scaled —IMPORTANT** FURNISH THIS DRAWING TOvALicC,aNMRiAG:90RS"ItWDINGdT-Hia�NSi ALLERS- Trusses require extreme care in fabricating,handling shippingpinstalling and bracing. Refer to and follow the latest edition of.BCSI(Building Component Safety Information,by TPI and SBCA) o'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 63,B7 or B10, as applicable. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. }2efer 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 PI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover pa e•- listing this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The suitability and use of this drawing, 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 ineitw.com•TPI:vo�.t inst.or:SBCA:w .sbcindus .com;ICC: www.iccsafe.org - " - Job Number: 136DCS101 Ply:1 SEQN:746866/T37!VAL 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:GM DRW: Truss Label: V4 Wgt:25.2 Ibs / ... 11/10/16 1'8"8 11 5'8" i F 1'8"B T 3'11"8 12 6 B=4X4 1112X4 r =_3X4(D1) N C 1U U -tea E III2X4 D 1112X4 j- 5'8" 3'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.020 D 999 240 E' 74 /29 /37 /- %10 /68.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.023 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 D - - E Min Brg Width Req= - EXP:C Des Ld: 37.00 HORZ(TL): 0.009 D - - Bearing E is a rigid surface. Mean Height:23.07 ft NCBCLL: 10.00 Code/Mist Criteria Creep Factor:1.5 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.183 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.130 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.059 A-B 51 -18 B-C 51 -41 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:15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. Lumber E-D 4 -3 D-C -4 -3 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 3 #1 Webs 2x4 SP# Webs Tens.Comp. Webs Tens. Comp. We Lumber value set"1313"uses design values A-E 95 . -46 B-D 198 -137 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes � � �� See DWG VAL160101014 for valley details. �tl dry ` PRid�e• �- k *•• eP 1� No 04718 i!a M NY xAt Y� STATE OF > 0 � AOtr SERIAL x: 7f 00 00 0100 00 01 4b Oe 5c d 1 ca 991a.f0 3S This item has been electrnnicafiy s;;ned and'seated by Man imartinet, RE IFL.Uc.o4na2len tf,Ce V-shown aba4a nma a SHA.7 authcnrkadcncodc.. `*WARNING— READ AND FOLLO%MALley{11.41TEScQtkThdl.%DR-AV?IdNG6 ncdandlealed -IMPORTANT— FURNISH THIS DRAWING TQAILt6G.GNZRAG-,fiO{ S"LtWDU4GndThllnAUEi AL-LERS Trusses require extreme care in fabricating handling shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA) or 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 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. defer to drawings 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 g PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawrng or cover pa e, listing this drawing indicates acceptance of pro)essionag engineering responsibility solely for the design shown. The suigability ' 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 qeneral notes paqe and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or:SBCA:www.sbcindus .com'ICC:www.imsafe.orci J ' � •j Job Number: 136DCSI OI Ply:1 SEQN:746867/T38/VAL 4EHB Hayden-2601"C"OL OW)DR Horton 14EHB Hayden-2601"C"OL O Qty: 1 FROM:GM DRW: Truss Label: V5 p p Wgt:16.6 Ibs / ... 11/10/16 1'8"8 3'pn 1'8"8 1'11"8 12 6 B=3X4 3X4(D 1) =3X4(D 1) C ' 1_12z —IBM 3t8n _1 3'8" 3'8" Loading Criteria(psf) Wind Criteria- Snow Criteria(Pg,Pf in PSF) Defl/CSI.Criteria ♦Maximum.Reactions(Ibs),or.=PLF - - TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA . Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R- /U /Rw /Rh !RL /W TCDL: 7.00 Speed: 160 mph Pf:NA' Ce:NA VERT(LL):-0.005 999 240 A• 71 /23 /31 /- /7 /44.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.006 999 180 Wind reactions based on MWFRS o Categ ory:II BCDL: 10.00 RiskSnow Duration:NA` HORZ(LL): 0.002 - - A Min Brg Width Req= - EXP:C HORZ(TL):-0.002 - Bearing A is a rigid surface. Des Ld: 37.00 Mean Height:23.57 It NCBCLL: 10.00 TCDL:4.2 psf Code!Misc Criteria Creep Factor:1.5 Soffit: 2..0 BCDL:4.2 sf Bldg Code:-FBC 2014 RES •Max TC CSI: .0.058 Maximum Top Chord Forces Per Ply(Ibs). P Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007, Max BC CSI: 0.060 Spacing:24.0" - C&C Dist a:3.00 It, Rep Factors Used:Yes Max Web CSL 0.000 A-B. -192 -144 B-C - 189 :-141 Loc.from endwall:not in 9.01)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:15.01.01.0402.19 Chords Tens.Comp. Lumber A-C 136 -145 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Lumber value set"'I 3B"uses design values approved 1/3012013 by,ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. My, %o 04 8 p� �`rj a ♦ a` ♦ ., s as m k�' erg' }.,. ♦ �••'� •� - SERIAL!#:. .7t 00 00'0 00 00 Al 415 6e 8e d Ica 991c ICI 36 This Item has heenetectrnnkztiy s{gned and zealad by M.nnucl Martinar, _ 2F.f=t..rte.itd�i elf en the Bata Shawn abnwe�:sng a SH0.•i authentic tiencode_ -WARNING' READ AND FOLLOA aTlisdDI.11wa andssslsd —IMPORTANT** FURNISH THIS DRAWING TOtdhluLC.-ONaaIRArtr.'BQRS MLiWOiNGdT4drn4NSi AL-LERS Trusses require extreme care in fabricating,handlin shippping;pinstalling and-bracing.,Refer to and follow the latest edition of SCSI(Building ; Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise op chord shall have properly attached structural sheathingg and bottom chord shall have a propperly ' attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslailed 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 for standard plate positions. Alpine,a division of ITW BuildinggComponents-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 page,, listing this drawing indicates acceptance of.profession engtneertn •responsibility solely for the design shown. The:suitability and use of this gnawing for any structure is the responsibility of the guiiding Designer per ANSIlTPI 1 Sec.2. For more information see this'ob's. eneral notes page and these web sites:ALPINE:www.al ineitw.com:TPI:.wwmt inst.or:SBCA:www.sbcindus .com'ICC:www.iccsafe.org - t t Job Number: 136DCS101 Ply:1 SEQN:746868/T21/EJAC 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O City: 28 FROM:AH DRW: Truss Label: EJ7 Wgt:23.8 Ibs / ... 11/10/16 C 12 6 M O � Cl) V' M4(A1) B A D 7 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs). TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 336 /155 /257 /- /211 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 127 /26 /102 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.022 D - - C 171 /169 /85 /- /- /1.5 Des Ld: 37.00 EXP:Cght:20.00 ft HORZ(TL): 0.031 D - - Wind reactions based on MWFRS Mean Height:NCBCLL: 10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Reg= 1.5 Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.533 D Min Brg Width Req= - BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:0.to h/2 TPI Std: 2007 Max BC CSI: 0.368 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. 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) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01,01,0402.19 Lumber A-B 27 0 B-C 77 -160 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs). . Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"'I 3B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. �tsYstws;�' e No 0 716 r ♦ rY �s-•aa.. i w STATE OF a SERIAL It. 7f 00 00 0100 00 01415 6e So d1 ca 99.111;FO 36 r6rs iecm hoc been clnttranlzatty s(;nedand sezlcdby Man, lMartin.; 2S I;L.U'.9471321 cn thf date shownabove-ing a SHA-1 autitcrtkanrn code, **WARNING" READ AND FOLLO.."Al1cACbTttS_Q kT dI,%DR"dFl`G6,ncciandsr led `*IMPORTANT" FURNISH THIS DRAWING TO,,Ab WNIRA-&--EQRSIN ItWDINGdT4dFn,aNStTA.LLERS Trusses require extreme care in fabricating handling shippinWinstalling and bracing. Refer to and follow the latest.edition of-BCSI(Building Component Safety Information,by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise: Wefer-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 ANSI9 PI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of 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 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:wuw.t inst.or•SBCA:www.sbcindust .com;ICC:www.iccsafe.or Job Number: 136DCS101 Ply:1 SEQN:746869/T18/JACK 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 6 FROM:AH DRW: Truss Label: BJ5 Wgt:16.8 Ibs / ... 11/10/16 C 12 6 o LO N CO c'7 2M(A1) B 1 A D 1 5' 5' Loading Criteria(psf)- Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 263 /123 /208 /- /155 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 90 /17 /70 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 D - C 119 /115 /58 /- /- /1.5 Des Ld: 37.00 ea Cn Height:19.50 ft M HORZ(TL):-0.012 D Wind reactions based on MWFRS Mea NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 B Min Br g Width Req= 1.5 . Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.329 D Min Brg Width Req= - Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.182 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Wind Duration: 18 Plate Type(s):1.60 WAVE VIEW Ver:15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 53 -—126 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. �`�4`>Ytl11F1!#p8t .° E °sd No 0 162 V � J N L tid A SERIAL s; 7f 00 00 0100 00 01 4b 6e Sc d 1 as 99 is 1`0 36 hilt item hat been tle[vanliatty s7ynee snd ualc by Manuel Martinet, - PF.IR'I.R.9a71 071 en M.Gnlc tF.awn abnoo using a sH_-1 aL'tiiCntl:a[leti C3de.. **WARNING** READ AND FOLLOVA LLcAQTEScakTk aDRA IJNG-Irgnraandtsaicd —IMPORTANT** FURNISH THIS DRAWING TmrfeU6Cl GNIRAG:FGRS3NCLtWDINGdT-fdfaINSi ALLERS - 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 SBGA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. )Refer to'- drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this 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 professlonag engineering responsibility solely for the design shown. The suifablllty 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.al ineitw.com:TPI:www.t inst.or:SBCA:wN .sbcindus .com•ICC:www.iccsafe.or' r r Job Number: 136DCSI Of Ply:1 SEQN:746870/T19/JACK 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 6 FROM:AH DRW: Truss Label: BJ3 Wgt:12.6lbs / ... 11/10/16 C 12 6 M CD ISM 2X4(A1) B N 4 3 A D 1' 3' 31 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 ]cc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 193 /95 /162 /- 1101 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 51 /8 '/42 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 D - C 64 162 /28 /- /- /1.5 -EXP:C Des Ld: 37.00 Mean Height:19.00 ft. HORZ(TL):-0.004 D - Wind reactions based on MWFRS 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 CSI: 0.183 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.075 C Min Brg Width Req= - Bearing Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 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:15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 29 -110 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Bot chord 2x4 SP#1 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 C&C. •� r A STATE OF ��'V SERIAL 9: 7f 00 tKYOi 00 00 01.db 6e So d1 ca 993c,(0 36 This item has been xkctraniratdy signed and sealad by M. -Iklartina{ • PE(FL.Lic.a4 7A21,an tho d4w itzwm abe4a LYinq a SHA4 aVftiCnti:�ltan Cdae_ —WARNING" ' READ AND F0LLO,fhUnfdU4JQTCrnSd%kTHI%DR"JE1G6gnad and saalad _ "IMPORTANT" FURNISH THIS DRAWING TQuvtl1.ItcEfltJ3RAfl6QRSAid lL4rldllttlCndE4dii4NSiFR 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 er BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propMy attachegrigid 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 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 shipping,installation and bracing of trusses.A seal on this drawing or cover pa e- listing this drawingg indicates-acceptance of proesslonag engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitwxom:TPI:www.l instar:SBCA:www.sbcindus .tom•IM www.iccsafe.or Job Number: 136DCS101 Ply:1 SEQN:7468711 T20/JACK 4EHB Hay6 en-26o1"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 6 FROM:AH DRW: Truss Label: BJ1 Wgt:11.21bs / ... 11/10/16 12 6 C 2X4(A1 ) B co o LO � M A D 1' ♦Maximum Reactions Ibs Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Deft/CSt Criteria ( 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 150 /87 /146 /- /49 /5.5 " BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 11 /11 119 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D C -14 /29 /27 /- /- 11.5 EXP:C HORZ(TL): 0.001 D Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:18.50 ft B Min Br Width Req= 1.5" NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 g - TCDL:4.2 psf D Min Brg Width Req= ., .- Soffit: 2.00 BCDL:.5.0 psf Bldg Code: FBC 2014 RES Max TG CSI: 0.171 C Min Brg Width Req= - 2007 Max BC CSI: 0.016 Load Duration:1.25 _ MWFRS Parallel Dist:0 to h/2 TPI Std: Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CS(: 0.000 Loc.from endwall:Any. FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 A-B 27 0 B-C 29 - -19 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply.(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Bot chord 2x4 SP#1 B-D 0 0 Lumber value set"13B"uses design values " approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. �4,Alf No 4 7182 TATE OF .' SERIAL It: 7f 00 00 0100 00 01 4b 6e Sc d 1 ca 991c 110 36 This iten has teen clect anlcaiiy opera and aealae t:y ma—1&iartinai, 're:I%:..tic•pa 7T a7 i cn tnr Bata:pawn abnre e.ing a SY.A+7 "WARNING`* READ AND FOLLOUNnA11oA4)tTES--UkT d6 D9AWANGJ gncdana=rsicd "IMPORTANT" FURNISH THIS DRAWING TChrAL6C.GNTRAiSIIDRSX4GiidD4NGodTHFa,a 1StAkLERS 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 sheattiing 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 63,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. }defer 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 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page-I- I isting this drawing indicates acceptance of pro)essionag engineering responsibility solely for the design shown. The suitabiity and use of this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. For more information see this'ob's general notes page and these we sites:ALPINE:www.al ineitw.com;TPI:www.t insLor:SBCA:mmsbcindus .com'ICC:www.iccsafe.or r r Job Number: 136DCS101 Ply:1 SEQN:746872/T27!HIP_ 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 3 FROM:AH DRW: Truss Label: CJ7 Wgt:42.0 Ibs ! ... 1-1/10/16 63" 9'10"1 6'3" 37' D r 4.24 12 12 03X4 C or � io in HB 3 T 2X4(A1)B T 4"3 A �_ =5X6 F E 1112X4 iv. 6'1"4 37" 6"1 6'1"4 9'3"4 9'1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /.Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.014 G 999 240 Enclosure:Closed B 410 /176 /- /- /- /1.0 BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.032 G 999 180 E 410 1176 /- /0 /0 /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 F - - D 168 /163 /- /- /- /1.5 Des Ld: 37.00 EXP:CMean Height:19.99 ft HORZ(TL): 0.009 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf E Min Br Width Re Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.316 g q- - BCDL:5.0 psf 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 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Wind Duration: GCpi: :1.60 WAVE 18 Plate Type(s): VIEW Ver:15 Chords Tens.Comp. Chords Tens. Comp. 0.1. .01.0402.19 Lumber A-B 9 -8 C-D 72 •-74 Value Set:136(Effective 6/1/2013) B-C 382--638 Top chord 2x4 SP#1 P Maximum Bot Chord Forces Per I Ibs Bot chord 2x4 SP#1 y( ) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-G 578 -337 F-E 0 0 approved 1/30/2013 by ALSC G-F 570 -339 Loading Maximum Web Forces Per Ply(Ibs) Hipjack supports 6-11-8 setback jacks with no webs. Webs Tens.Comp. Webs Tens. Comp. Wind G-C. 181 0 C-F 406 -684 Wind loads and reactions based on MWFRS. � �� o = A SERIAL 9: V00000 0000014b6 5a d9ca99;4c(0 36 This item has biers c{cctronirs4ly stoned sed sealed by Miara:cl Martinez, 7F.(FL,LBr.e471921 en tttaddate shown above us9ng a 5111A.1 alithmtk.tlan CSeC **WARNING`* READ ANDFOLLO,Milld�#c�I1L4kF�S�fsFldl�&�iaQWJflld4s�cdandzsafcd —IMPORTANT** FURNISH THIS DRAWING TOuAtl 6C..flNTRAig:fioRS 11WaINGdTWFaiiNai AkLERS Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI 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 propery attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each-face of truss and position as shown above and on the 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 g Pl 1,or for handling shippingg,installation and bracing of trusses.A seal on this any or cover page,, listing this drawing indicates acceptance of protessional engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI VSec.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: 136DCS101 Ply:1 SEQN:746885/T24/COMN 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 2 FROM:GM DRW: Truss Label: 4L1 Wgt:36.4 Ibs / ... 11/10/16 5' 10, 5' 5' 12 T 4 C=4X6 T L T T 2X4(A1)8 C=2X4(A1) N 5 A E F 1112X4 1, 5 5 5, 10, 1' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.023 F 999 240 B 433 /205 1272 /- /79 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.028 F 999 180 D 433 /205 /272 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.009 F - B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL: . psf Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 s Soffit: 2.00 BCDL:5.0 Bearings B&D are a rigid psf Bldg Code: FBC 2014 RES Max TC CSI: 0.320 9 surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.213 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.078 Maximum Top Chord Forces Per Ply(Ibs). Loc.from endwall:Any FT/RT:20(0)/10(0)- Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 19 0 C-D 810 -638 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 809 -638 D-E 19 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#1 B-F 575 -620 F-D 575• Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Wind C-F 206 -48 Member design based on both MWFRS and C&C. ' No 041182 = STATE OF 4u%. w ♦ 4u SEMAL#: ?f 00 00 0100 00 01 db 6e 5k d1 ca 991 c 10"36 iGls Itemhaz Geer.alectrnnlcatty s{-enee and ualcE ty IAanucl Martinet, " 2F.19L.I.iC.as T182 t cn ttc CIIC zhawrt abn4e using a 5!'Ai auahcraic atim code.. -WARNING" READ AND FOLLO."AUct"jTE«SdakTHlaDhJ AW.JNGL.tgned and s kd —IMPORTANT" FURNISH THIS DRAWING T®dhLlt C.GNIRAU33iDRS4NGI UDINGdlHEy,NSi ALLERS 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 properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,67 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 for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e., listing this drawing indicates acceptance of professionag 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 ineitmcom:TPI:www.t inst.or:SSCA:www.sbcindustry.corw,ICC:www.iccsafe.or Job Number: 136DCS101 Ply:1 SEQN:746883/T31/HIPS , 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:GM DRW: Truss Label: 41-2 Wgt:44.8lbs / ... 11/10/16 3' 7' 1 10, 3' 4' 3' 12 4 ='$X4 C=4X6 - T 2X4(A1)B E=2X4(A1) 13 A F H G III 2X4 =3X4 1 3'1"12 3'6112 313118 1, 3'1"12 6'8"8 10, Loading Criteria.(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Sid: 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: 160mph Pf:NA Ce:NA VERT(LL): 0.021 G 999 240 B 493 /241 /- /- /- /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.046 G 999 180 E 493 /241 /- /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.014 G - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 TCDL:4. psf Bearings B&E*are a rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.192 9 surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.213 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.039 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 19 -14 D-E 410 -919 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 408 -923 E-F 19 -14 Lumber C-D 368 -883 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)- Top chard 2x4 SP#1 Bot chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-H 858 -374 G-E 855 -376 Lumber value set"1313"uses design values H-G 872 -370 approved 1/30/2013 by ALSC Loading Maximum Web Forces Per Ply(Ibs) #1 hip supports 3-0-0 jacks with no webs. Webs Tens.Comp: Webs Tens. Comp. C-H 99 0 G-D 104 0 Wind C-G 11 0 Wind loads and reactions based on MWFRS. A •• No €347182 1. STATE OF r a ' t ' �� r�` ?•«•°a.a 14asi SERIAL +: 7f 00 00 0100 00 01 gib 6e Sc di ca 99'1a f0 36 This iten has 6¢¢rt ckarnnlsat}y sian¢d and saal¢d by Man"¢t&IOni—, 1.F.047161}crt tiiabat.TF. abau¢wavy a SH7•T ¢Vt�iCnC{:aCi¢fl CJCC. —WARNING— READ AND FOLLO,ydnitLLlciilL4kTGaS�£1nF#dl�&�h2a2NUdAlSnggnedaresral¢d "IMPORTANT`* FURNISH THIS DRAWING TOuAL6GGNZRA-6,TQ SdNfvLWDINGdIMFu;INSi ALLERS - Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face 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 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 page. listing this drawing indicates acceptance of proessionag 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.ai ineitw.com;TPI:www.t inst.or:SBCA:www.sbdndus .Mom:ICC:www.iccsafe.or Job Number: 136DCS101 - Ply:1 SEQN:746877/T28/JACK 4EHB Hayden-2601"C"OL OW)DR Horton/4EHB Hayden-2601"C"OL O Qty:4 FROM:AH DRW: Truss Label: 4BJ1 Wgt:11.2lbs / .. 11/10/16 12 4. � C 2X4(A1•)B - � T 31115 - A r D- Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA - Ct:NA CAT:,NA PP Deflection in .Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):.NA B 147 /100 /133 1- /29 /4,0 BCLL: 0.00 Enclosure:Closed Lu:NA- Cs:NA' VERT(TL):NA D 10 111 119 1- /- 11,5 BCDL: 10.00 Risk Category:ll Snow.Duration:NA HORZ(LL):.0.000 D - C -13 /24 /26 /- /- /1.5 EXP:C HORZ(TL): 0.000. D - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:15.00 ft B Min Br Width Req= 1.5 NCBCLL: 10.00 Code 1 Misc Criteria Creep Factor:1.5 g TCDL:.4.2 psf D Min Brg Width Req= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.172 C Min Brg Width Req= - TPI Std: 2007 Max BC CSI: 0.018 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Bearing B is a.rigid surface. _ Spacing:24.0" C&C-Dist a:.3.00 ft Rep Factors Used:Yes Max Web-CSI: 0.006 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 _Plate Type(s): Chords Tens.Comp. ' Chords Tens. Comp. Wind Duration:1.60 WAVE . VIEW Ver.15.01.01.0402.19 A-B 19 o B-C 20, .=9 Lumber Value Set:13B(Effective 6/l/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Bot chord 2x4 SP#1 B-D 0 0 Lumber value set"l38"uses design values ; approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. t�*still " �� Mkt � •�+� ��, STATEOF '+ NAL, SERIAL 7f COO i1100 OO O14b 6e 5c dt ca 99; 'e fiS X" ; Th Itemhnteen eImrs hasty signed snd waled by Coon lMartinet, PE I.L.Lic.9411821 cn tbrdsrc aSHAA aatfiertkaticntodc, **WARNING— READ ANDFOLLOkkleilLFki6SQilnFld6Fi9R //d�VGlrarcdandsrslcd "IMPORTANT" FURNISH THIS DRAWING.T®AtUIeEAN3 ATtk3ii RS&NG tW.U1 lCbJWW6iFdkLERS •---- "' Trusses require extreme care in fabricating,handlin ,shippingyinstalling and bracing.;Refer to and follow the latest edition of BCS1(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 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 far handling'shipping,installation and bracing of.trusses.A seal on this dr'awtng or cover page,, listing this drawing indicates acceptance of Otessionag engineering.responsibility solely for the design shown. The sul ability 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 ihis'ob's eneral notes a e and-these web sites:-ALPINE:wmv.al ineitw.com:TPI:www.t inst.or•SBCA:www.sbcindus .com••ICC:www.iccsefe.or Job Number: 136DCS101 Ply:1 SEQN:746881/T30/EJAC t r 4EHB Hayden-2601"C"OL OW/DR Horton/4EH13 Hayden-2601"C"OL 0 Qty: 3 FROM:GM DRW: Truss Label: 4EJ3 Wgt:12.6lbs .. / ... 11/10/16 12 4 C TLO 2X4(A1)B M ti 3��15 A D 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 [cc 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 190 /87 /151 /- /57 /4.0 BCLL: 0.00 Lu:NA Cs:NA VERT(TL):NA D 49 /7 /38 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 D - - C 62 /43 /25 /- /- /1.5 Des Ld: 37.00 EXP:CHORZ(TL):-0.004 D - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D. Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES .Max TC CSI: 0.171 g q - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.072 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 Loc.from endwall:Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Tap Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ve,.15,01.01.0402.19 Lumber A-B 19 0 B-C 20 -61 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"l3B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. cps+�•fl�! �i :. ' . . STATE OF .7 ♦ ,, 4= '^+ yeT�0 w SERIAL.9: 7f 00 00.0100 00'01 gib 8e Sc d1 ca 99.1c f0 36 This item has teenttec nleatlys}-ynad and waledt;y Manutl Martina[, PF.rL.M.pall Blt cn thadaft shown alwvc w`ng a SHk•1 authentkati¢n¢adc. "WARNING" READ AND FOLLO.,."Ak.FellkjES Q 6T.9l&DJ?AWJN.Gyti3nedandssalnd —IMPORTANT" FURNISH THIS DRAWING TOtAb6C�.ONZRAi&:EGR4Sd PultldD4NGdT-Mray UStT LLERS Trusses require extreme care in fabricating,handiin ship pingyinstalling 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. Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin 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 esstonag engineer responsibility solely for the design shown. The suitability and use of this r7�awing for any structure is the responsibility of the louilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:m w.al ineitwxam'TPI:v w .t inst.or:SBCA:www.sbcindus .com'ICC:www.iccsafe.or r Job Number: 136DCS101 Ply:1 SEQN:746879/T17/HIP_ 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 2 FROM:GM DRW: Truss Label: 4CJ3 Wgt:15.4lbs / ... 11/10/16 2.83 �12 C N 2X4(A1 ) B c� T1 5 A D �--- 1 t5tr 4'2"3 4'2113 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 149 /76 /- /- !- 14.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 69 /4 /- /- /- /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:CHORZ(TL): 0.005 D - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Reg= 1.5 TCDL:4.2 psf D Min Br Width Re Soffit: 2.00 gCDL:5:0 psf Bldg Code: FBC 2014 RES .Max TC CSI: 0.078 g q= - .. •- TPI Std: 2007 Max BC CSI: 0.107 C Min Brg Width Reg= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is - Loc,from endwall:Any FT/RT:20(0)110(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:15.01.01.0402.19 -Lumber A-B 9 -7 B-C 9 -2 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) C T Chords ens. om Bot chord 2x4 SP#1 Chor p• , Lumber value set"1313"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 -1.41 to 54 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 4.18 BC-From 0 plf at -1.41 to 4 plf at 0.00tlEl�¢� BC-From 2 plf at 0.00 to 2 plf at 4.18 TC- -3lb Conc.Load at 1.41 BC- 20 lb Conc.Load at 1.41 Wind ;��q`" E•4'''�+ t1 ti �«•t'� �'�` Wind loads and reactions based on MWFRS. , No 7182 ;. TAT A WZ r•(� � st 4%� 0 SERIAL 9 7f 00 00 01.00 00 414V Oe Sc 41 ca 99 is It136 This item fins hoer.electranitaty sfyned,t,d scaled by M-t ltartinec, 8E t:t..11c.9471821 cn th&dste shown atutueIny a SMA•1 aothentt;aticn code. **WARNING** READ AND FOLLOW Akic$gaTESiat6T,hlL&DJl?AWJNiGL,.,dar.dssakd -IMPORTANT** FURNISH THIS DRAWING T.O,dtlluteG.GNIRA&--GGRSdNGLtltD4NGdT4�FmINSF LERS - - - - --- Trusses require extreme care in fabricating,han0lin shippingyinstalling and bracing.-Refer to and follow the latest edition of BCSI(Building - Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin$Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/I PI 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 suigability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. For more information see this mob's general notes page and these web sites:ALPINE:v w .al ineitw.com•TPI:www.t inst.or'SBCA:ww,v.sbcindust .com'ICC:wwNJ=afe.or -•' - •'• Job Number: 136DCS101 Ply:1 SEON:622489/T25/SY42 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty. 1 FROM:DJH DRW: Truss Label: FT1 Wgt:109.2 Ibs Page 1 of 2 .. / ... 11/10/16 1` —1'4" (TYP) =2X4 W=3X4 =2X4 ALA C D E F G H I J K L M N O P QR =2X4q 1 3�8 AK AJ Al AH AG AF AE AD AC AB AA Z Y X W V 1 y W=3X4 f 19'11"8 j� 19,11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in;too Udefl U# Loc R 1 U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 P 999 360 T' 109 /- /- /- /- /239 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 P 999 240 AK Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 R - - Bearing AK is a rigid surface. EXP:NA Des Ld: 55.00 HORZ(TL): 0.001 R - - Mean Height:NA ft NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TIC CSI: 0.077 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 MaxiBC CSI: 0.018 A-B 1 0 J-K 1 0 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.032 B-C 1 0 K-L 1 0 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 1 0 L-M 1 0 I:NA GCpi:NA Plate Type(s): D-E 1 0 M-N 1 0 Wind Duration:NA WAVE VIEW Ver.16.01.01B.0614.20, E-F 1 1 0 N-O 1 0 Lumber F-G 1 0 O-P 1 0 Value Set:136(Effective 6/1/2013) G-H 1 0 P-Q 1 0H-1 1 0 Q-R 1 0 Top chord 4x2 SP#1 I J 1 0 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber.value set"138"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC AK-AJ 0 1 AB-AA 0 1 Bracing AJ-AI 0 -1 AA-Z 0 1 t Sheathing is required for any longitudinal(drag) AI-AH 0 1 Z-Y 0 1. forces.All connections to be designed by the building AWAG 0 1 Y-X 0 -11 designer. AG-AF 0 1 X-W 0 -1 Fasten rated sheathing to one face of this frame. � d AF-AE 0 1 W-V 0 -1. � + #t + ' AE-AD 0 1 V-U 0 -1 PlatingNotes . wfecs.�iiw�o�.Z ;P ��6 as I 50. AD-AC 0 1 U-T 0 -1 All plates are 2X4 except as noted. � �k`N"Z * .o - AC-AB 0 -1 Additional Notes ;#+ NO 7182, Maximum Web Forces Per Ply(Ibs) See detail STRBRIBR1014 for bracing and bridging *" Webs Tens.Comp. Webs Tens. Comp. recommendations. Webs are square cut except dbl diagonals or as AL-AM 0 2 R-T 0 4 otherwise shown. . . A-AK 0 -5 T-S 0 -7 ' STATE OF Truss must be installed as shown with top chord up. 0 � y Maximum Gable Forces Per Ply(Ibs) •/y E� �}a„* � �� Gables Tens.Comp. Gables Tens. Comp. B-AJ 0 -107 J-AA 0 -133 C-Al 0 -139 L-Z 0 -133 D-AH 0 -132 M-Y 0 -133 SERtAf 9. E-AG 0 -134 N-X 0 -134 W 00 00 0100 00 01 4b fits Sc 41 as 99 le,110 36 F-AF 0 -133 O-W 0 -132 Phis item has teen slcctranlcally signed and uaied by mantel rlartinra, G-AE 0 -133 P-V 0 -139 PE.tiff,l.cc.047187t cn itie tate shown above cling a SMA:Q H-AC 0 -133 Q-U 0 -107 authentkattanx dC.. "WARNING— READ ANDFOLLO-kNoAktcf11WffFEaSdQbkTM6% JNI and="lad "IMPORTANT— FURNISH THIS DRAWING TOdALfle(;flNZRArtrSZGlti;SdMit(tldliNGdT--I,IInAMifdAL-LERS Trusses require extreme care in fabricating,handlin shippingyietstalling 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 pro�lerly attacheU 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. 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/ P1 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or coverpage, listing this drawing indicates acceptance_of rofessional 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:www.al ineitw.com:TPI:www.l instor:SBCA:www.sbcindust .com'ICC:wwwiccsafe.or - r Job Number: 136DCS101 Ply:1 SEQN:622489/T25/SY42 4EtiB Hayden-2601"C"OL OW IDR Horton I4EH8 Hayden-2601"C"OL O City: 1 FROM:bJH DRW: Truss Label: FT1 Wgt:109.2 Ibs Page 2 of 2 / ... 11/10/16 1-AB 0 -133 IR i No 047182 qsDt� 4 SERIAL#: 7f 00 00 011 00 00 01,4b Oe Sc dt as 091c t0'3$ Thl°Itemha°em,ctacttont°uvs4annd and scaled ty m'ncel Martine.4 2F IxL.I.ic.tt4}1e]1cn they tc shown ylwue 4:9nq a SMA-1 aoth-tkwcn eadc- -WARNING— READ ANDFOLLOWnt4klc�{114k� Jn�k16p�akWdNbal�edand�rslsd -IMPORTANT" FURNISH THIS DRAWING TCiAkt WNZRATtr--EjDRS }dMWGd-144E{WtTokLLERS 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 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 permanent lateral restraint of webs shall have bracing installed per BCSI sections 63' 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. Nefer to drawings 16OA-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 handling shipping,installation and bracing of trusses.A seal on this drawing or cover pap listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The sufCabtlity and use of this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. For more information see this job's qeneral notes paqe and these web sites:-ALPINE:www,al fneitw.com•TPI:www.t instor•SBCA:wnw.sbcindust .com•(CC:wwwiccsafe•or Job Number: 136DCS161 Ply:1 SEQN:622494 L T43/SY42 4EHBIHayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 4 FROM:DJH DRW: Truss Label: FT2 Wgt:142.8 Ibs ! ... 11/10l16 91"12 7'3"8 9'3"8 4 19,11"8 7'3"8 2' 10'S12 V3n12{'1'3 n 2 1� 3,1 1_3„_Ltd --{ III2X4 1112X6 =5X6 =2X4 =2X4 1112X4 1116XS W=3X4 =3X4 1112X4 III2X4 A B C D E F G H I J K L M N O P ` T a's AD Q v 2X4 AE as 1 3"9 X W V U AC AB 5X8 Y III5X6 =5X8 =4X4 T S R W=3X4 19'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)" TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.379 H 616 360 AC 1084 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.593 H 393 240 R 1085 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 R - - AC Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA . ght:NA ft HORZ(TL): 0.076 R - - R Min Brg Width Req= 1.3 Mean Hei NCBCLL: 10.00 TCDL: ei psf Code!Misc Criteria Creep Factor:1.5 Bearings AC&R are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.535 Bearing AC requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.712 Spacing:24.0 i° C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.658 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B- 1 0 1-1 0 -4604 Wind Duration:NA WAVE VIEW Ver.16.01.01 B.0614.20 B-C 0-1891 J-K 0 0 Lumber C-D 0-3329 J-L 0 -4086 . . Value Set:13B(Effective 6/1l2013) D-F 0-3329 L-M 0 -3305E-F 0 0 M-N 0 -3305 Top chord 4x2 SP#1 F-G 0-4618 N-O 0 -1896 Bot chord 4x2 SP#1 G-H 0-4624 O-P 1 0 Webs 4x2 SP#3 H-I 0-4612 � Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes . - Chords Tens.Comp. Chords Tens. Camp. All plates are 4X6 except as noted. AC-AB 1059 0 W-V 4392 0 y AB-Z 2708 0 V-U 0 0 Camber AA-Z 0 0 V-T 3809 0 Max JT.VERT DEFL:LL:0.38"DL:0.26".See detail � gTi1D l lt�p p� Z-Y 4034 0 T-S 2700 0 DEFLCAMB1014 for camber recommendations. � * } .4 Y-X 4035 0 S-R 1061 :0 wa sy�, > s f+� ��,td. X-W 4624 0 Additional Notes �, +"`1j Cry' ` j° T rw� fk � r<- 't +2x6 continuous strongback.See detail ! ! o- Maximum Web Forces Per Ply(Ibs) STRBRIBR1014 for bracing and bridging ` A No 0471$2 aZW Webs Tens.Comp. Webs Tens. Comp. recommendations. - Webs are square cut except dbl diagonals or as AD-AE 1 -3 W-J 621 -66 otherwise shown. ° A-AC 0 -41 J-V 0 -425 Truss must be installed as shown with top chord up. � AC-B 0 -1474 V-L 386 0 ;,• S` � OF °# B-AB 1157 0 L-T 0 -684 . a. AB-C 0-1136 M-T 0 -79 �` �• j + C-Z 844 0 T-N 822 0 dP ++' 1�y` ��A, �•� �y D-Z 0 -89 N-S 0 -1119 'rJ�rY"ay�t'� Z-F 0 -959 S-O 1161 0 AIL F-X 1381 0 O-R 0 -1477 Twi #. X-G 0 -918 P-R 0 -40 SERIAL7(00 00 01 00 00 01 4b 6e Sc d1 ca 991C(0 36 H-W o -32s R-Q o -7 This item has been citctranissffy sdynae snd scaled by maces rAartinc;, 7F.tit.11c.a?T1a21 en the�atr sF.awn above nxin,�a SHAM ' aUth Cntf:aflnfl WdC. —WARNING" READ AND FOLLO-U4ih✓<1L144QTFS42NnT.4b%DRa6Wf`G6gnee and izlkd "IMPORTANT— FURNISH THIS DRAWING T04U66WNaIRAG:EGRS9NGLtWDUWGdT-HralNdvffa'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)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 insalled per BCSI sections B3,B7 or 810, as applicable. Apply plates to each lace 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 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 growing or cover pa e, listingthis drawingg indicates acceptance of proressiona engineering responsibility solely for the design shown. The suitability and se of this r7rawing 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 ineitwcom:TPI:www.t insLor:SBCA:www.sbcindus .com:ICC:www.iccsafe.or Job Number: 136DCS101 Ply:1 SEQN:677428/T32/SY42 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 11 FROM:DJH DRW: Truss Label: FT3 Wgt:98.0 Ibs .. / ... 11/10/16 7'3"8 9'3"8 1 15'11"8 7'3"8 1 2' 6'8" I- -I f-',4 1'3" 1'10"12 1'3"12 1'3"12 8"8 2'6" 2'6" 1,3„ =4X6 =4X4 III3X4 III3X4 =4X4 =4X6 A B C D E F G H I J K T H788 T =2X4U S;7R Q P 0 N M L =4X4 =4X6 =3X6 1113X4 1113X4 =3X4 =4X6 =4X6 15'11'T Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,P.f in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh !RL, 1 W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LQ: 0.176 F 999 360 Enclosure:NA S 878 /- /- /- /- /7.5 BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.280 F 663 240 L 878 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.031 B - - S Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA' HORZ(TL): 0.051 B - - L Min Brg Width Req= - Mean Height:NA ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Bearing S is a rigid surface. TCDL:NA psf Soffit: 0.00 - BCDL":NA psf Bidg Code: FBC 2014 RES Max TC CSI: 0.576 Bearing S requires a seat plate.•: Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.679 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.404 Maximum Top Chord Forces Per Ply(Ibs)_ Loc.from endwall:NA. FT/RT:12(0)!10(0) Mfg Specified Camber: Chords Tens.Comp. • Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): I A-B 1 0 F-G 0 -2675 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.19 B-C 0-1441 G-H 0 -2664 Lumber C-D 0-2393 H-1 0 -2356 Value Set:13B(Effective 611/2013) D-E 0 -2393 I-J 0 71442 Top chord 4x2 SP#1 ..- E-F 0-2670 J-K 3 .0 _ - . Bot chord 4x2 SP#1 Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) ' Lumber value set"138"usesdesign values Chords Tens.Comp. Chords Tens. Comp. _ . . approved 1/3 012 0 1 3 by ALSC S-R 834 0 O-N 2527 0 Plating Notes R-Q 2021 0 N-M 2022 0 Q-P 2625 0 M-L 831 -0 All plates are 2X4 except as noted. P-0 2675 0 Hangers/Ties- Maximum Web Forces Per PI (Ibs (J)Hanger Support Required,by others gti`�1 �' }f1 Webs Tens.Comp. Webs Tens. Comp. Additional Notesy�► 3`;.••• '••..1 �r T-U 0 3 G-O 0 354 +2x6 continuous strongback.See detail 1� Q�.' �✓ • A-S 0 41 O-H 552 '-47 STRBRIBR1014 for bracing and bridging •+ �y • `« S-B 0 -1161 H-N 0 391 recommendations. No, 0471-62 * � B-R 844 0 N-I -464 0 Webs are square cut except dbl diagonals or as «• + R-C 0 -807 I-M 0 -808 otherwise shown. - s « a C-Q 506 0 M-J 849 -0 Truss must be installed as shown with top chord up. « D-Q 0 98 J-L 0 .-.1160 •: Z Q-E 0 -393 L-.K 0 -15 a STAU :- OF E-P 420 -162 K-L 0 -45 V •i , P-F 71 -299 f, &/O , SERIAL 9P fife 00 0100 00 01 4b 6e 5c dt ca 991c.(0 36` This item fins linen alettsaalutty sl-y"e[snd sealcc t!y Maiu:el Martinci, 2E IFt..uc.a4'rt s2}an ttic Gate Shawn ab40 uwagg a 5MA•I a6 thcra taticn Coda, "WARNING' READ AND FOLLOlSUnt9k.Fca{114 ES-akTM6%QRAWJ G6jnecandz Icd "IMPORTANT" FURNISH THIS DRAWING TGAkAcWNTRAflx34dRS&4 dl UDINGdT-NE-IMtTAL-LERS - Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building .. Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers-shall provide temporary _ bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of-webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plate,to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. IRefer 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 shippingq,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 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 qeneral notes paqe and these web sites:ALPINE:www.al ineitw.com:•TPI:www.t instor:SBCA:www.sbcindus .com']CC:www.iccsafe.or Job Number: 136DCS101 Ply:1 SEQN:622499/T44/SY42 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 3 FROM:DJH DRW: Truss Label: FT4 Wgt:105.0lbs / ... 11/10/16 7'3"8 9'3"8 9' "12 16'2"10 7'3"8 2' '4 6'8"14 �1,3„� 1i 'I 1'312 1'3"12 �2 1� 1'3" 1112X4 1112X4 =4X4 1112X4 1113X4 1112X4 =4X4 1112X4 A B C D E F G H I J K aka V 2 4 L=2X4 c v =2X4 3�8 U T S R Q P O N =4X4 =3X6 1113X4 1114X4 =3X6 W=H0308 16'2"10 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.185 F 999 360 U 878 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.307 F 613 240 M 880 /- /- /- /- /3.1 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.032 B - - U Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA Mean Height:NA It 0.056 B - - M Min Brg Width Req= 1.3 NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings U&M are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.582 Bearing U requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.743 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.413 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B - 1 0 F-G 0 -2766 Wind Duration:NA WAVE,HS VIEW Ver:16.01.01 B.0614.20 B-C 0 -1471 G-H 0 -2444 Lumber C-D 0-2454 H-I 0 -2444 Value Set:13B(Effective 6/1/2013) D-E 0-2454_ I-J 0 -1472 E-F 0 -2759 J-K 1 0 Top chord 42 SP#1 Bot chord 4x2 SP#1 Webs 42 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 U-T 849 0 Q-P 2766 0 Plating Notes T-S 2066 0 P-0 2764 0 S-R 2702 0 O-N 2065 0 All plates are 4X6 except as noted. R-Q 2702 .0 N-M 849 0 Additional Notes +2x6 continuous strongback.See detailt{ l pA Maximum Web Forces Per Ply(Ibs) STRBRIBR1014 for bracing and bridging �� A qj"'� Webs Tens.Comp. Webs Tens. Comp. recommendations. �? .."$'+., P Webs are square cut except dbI diagonals or as �� Q + '•, *°, A-U 0 41 G-O 0 -648 otherwise shown. `. U-B 0 -1181 H-O 95 -136 Truss must be installed as shown with top chord up. : No 047182 B-T 865 0 0-1 516 0 T-C 0 -827 I-N 0 -825 C-S 528 0 N-J 866 0 D-S 0 -98 J-M 0 -1182 STATE S-E 0 -420 K-M 0 -40 « E-Q 459 -162 M-L 0 -7 Q-F 56 -322 r «' $ 4 SERIAL 9: 7f 00 00 01100 00 01 4b 6e Sc d 1 ca 991c fo 36 Thlt item has racncrectrenlcAvsigned ands lad ty manuni&;art incr, PE IrL.Ltc,va na2i an me rat&shown abnue using a sNA=i authentkattcn code- -WARNING— READ ANDFOLLO,U�d1�lFcBl.4kTGaScQ�JnFkdt (aJ�t!?dJNsa�;ncaandscaicd `*IMPORTANT** FURNISH THIS DRAWING TOALLoGON.T,RArb-UGRS ltldDU4GdlhlFn.INSiF-AL-LERS Trusses require extreme care in fabricating,handlin shippin ppinstalling 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. 12efer 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/�PI 1,or for handling shipping installation and bracing of trusses.A seal on this drawnng or cover pa e listing this drawing,indicates acceptance of professtonag' engineering responsibility solely for the design shown. The suitability and use of this r7�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:vAymal ineitw.com:TPI:w„w.t inst.or:SBCA:www.sbcindust .com'ICC:www.icc.safe.or Job Number: 136DCS101 Ply:1 SEQN:622561/T34/SY42 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 1 FROM:DJH DRW: Truss Label: FT5 Wgt:44.8 Ibs .. / ... 11/10/16 f" 1,212'� 1'2"12--� A 8 B 4 C$ E =3X10 =3X10 A 3'8"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF). Defl/CSI Criteria ♦Maximum Reactions(lbs),,- TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.002 B 999 360 Enclosure:NA E 199 /- /- /- /- /- BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.003 B 999 240 D 209 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 D - - E Min Brg Width Req= - EXP:NA Des Ld: 55.00 HORZ(TL): O.OD1 D - - D Min Brg Width Req= 1.3 Mean Height:NA ft Bearing is NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 g D a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 201.4 RES Max TC CSI: 0.064 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.144 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.029 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -19 B-C 0 -11 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.018,0614.20 Maximum Bot Chord Forces Per Ply..(Ibs) Lumber Chords Tens.Comp. Value Set:13B(Effective 6/1/2013) E-D 108 0- Top chord 4x2 SP#1 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"138"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC E-A 0 -64 B-D 0 -124 E-A 0 -21 D-C 0 -36 Additional Notes E-B 0 -112 C-D .0 '-63 Webs are square cut except dbl diagonals or as A-E 0 -34 C-D 0 -21 otherwise shown. Truss must be installed as shown with top chord up. 0 Li STATE OF w e SERIAL;V ?f 00 00 0100 00 01 4b 6e 5c d1 ca 99 1c f0 3$ Th@Item ha,I—.etect-i-fly mp.dsndu Il eby Mo 1Marti"ar, ?F.JR..I.Ic.V 71821 Cn tljC CatL:F-0wn ab£IYr 4'Z'in,�d SMkit avrhmamtj..co.0 **WARNING** READ AND FOLLOyVnhlLlczBl4kTfSlaFkdbS /dl�G�gnedanersiFcd —IMPORTANT— FURNISH THIS DRAWING Ted#tL16GGNZ,RAi&fioRS4NGIIWDiNCT,dT-H�-ANS o>,L-LERS Trusses require extreme care in fabricating handlin shipping�iestalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA}fo'r safety pracflces prior to performing these functions. Installers shall provide temporary - -- bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 1 efer 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 ANSIITPI 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 suigablllty 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.l inst.or :SBCA:www.sbcindusl .com:ICC:www.iccsafe.or " t � Job Number: 136DCS101 Ply:1 SEQN:622563/T42/SY42 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:DJH DRW: Truss Label: FT6 Wgt:30.8 Ibs / ... 11/10/16 1'3"12---� F A F3� 1�'� 1112AX4 =BX4 1112�X4 F E =3X4 1112X4 D =3X4 .2'8"8 Loading Criteria(psf) - Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.005 B 999 360 F 435 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.007 B 999 240 D 785 /- /- /- /- /6.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 D - - F Min Brig Width Req= - EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.001 D - - D Min Brg Width Req= 1.5 Code/Misc Criteria Creep Factor:1.5 Bearing D is a rigid surface. NCBCLL: 10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.946 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.124 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.104 Chords.Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B -1 - 0 B-C 1 -0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/l/2013) F-E 266 0 - E-D 266 0 Top chord 42 SP#1 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC A-F 0 -179 B-D 0 -447 F-B 0 -363 D-C 0 -10 Special Loads B-E 38 -19 C-D 0 -406 —(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) ` TC-From 50 plf at .0.00 to 50 plf at 2.58 BC—From 5 plf at 0.00 to 5 plf at 2.71 TC- 200lbConc.-Load at 0.40 � �8�>lllt�a adypa TC- 878 lb Conc.Load at 2.0244'` ��r±� M91� � - Hangers/Ties (J)Hanger Support Required,by others �. �-`a"+�� s'x' � 1. Additional Notes• .", :` 0 71$2 .� Webs are square cut except dbl diagonals or as wwa + e otherwise shown. Truss must be installed as shown with top chord up. AT F � V. 0' O � SERIAL#: ?f OO OO:O t 00 OO O14b 6e$c d 1 ca 99 lc fO 36 This item tai been elecvanit lle svad and uated ty Mot IMartinet, ' ?F.I%1.•I.Cc.as 71821 cn Inc sate;Aawrt above I..ing a SUA•3 auu"cntkaFlnti wa.. "WARNING" READ AND FOLLO?A#&LFcpltQTES_-Q�laThda,GR JNG6gnedandsrskd "IMPORTANT" FURNISH THIS DRAWING TOdeLLOONIRA--B': dOR;soultUldlINGdT-HrwANStTAL-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 properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or t as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. hefer to -- drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group 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 shippingg,installation and bracing of trusses.A seal on this drawing or cover pa e,, listing this drawing indicates acceptance of pr&essionat engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com'TPI:www.t inst.or SBCA:waw.sbcindus .com'ICC:www.iccsafe.or Job Number: 136DCS101 Ply:1 SEQN:622565/T33/SY42 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:DJH DRW: Truss Label: FT7 Wgt:145.6 Ibs / ... 11/10/16 7'3"8 9'3"8 15'11"12 19'11"8 7'3'8 2' 6'8"4 3'11"12 1'3"12 1'3"12 1'3"12 1'3"12 1'3" f'-- -Ltd — —'�'-1'6"-+—2,5"l2 1112X4 III2X6 W=3X4 =2X4 =2X4 =5X6 1112X4 1116X8 III2X6 =3X4 1112X4 =5X10 =5X8 1112X4 A B C D E F G H I J K L M N O P T 3a AE Q IT 2X4 AF AC AA Y X W V AD 5X6 AB 5XBZ 1114X10 =4X4 U III X4 =5X8 5X8 W=3X6 19'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.453 H 515 360 AD 1166 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.708 H 329 240 R 1440 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.058 R - - AD Min Brg Width Reg= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.091 R - R Min Brg Width Reg= 1.3 NCBCLL: 10.00 Mean Height:NA ft TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings AD&R are a rigid surface. . Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.769 Bearing AD requires a seat plate.• . Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.967 Spacing:'24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.785 ' Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA. FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1 0 1-1 0 -5184 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 B-C 0-2057 J-K 0 0 Lumber C-D 0-3665 J-L 0 -4901 Value Set:13B(Effective 6/1/2013) D-F 0-3665 L-M 0 -4317E-F 0 0 NI-N 0 -4317 Top chord 4x2 SP#1 F-G 0-5211 N•-O 0 -=2618 Bot chord 4x2 SP#1 G-H 0-5217 O-P 1 0 • Webs 4x2 SP#3 H-I 0-5209 Lumber value set"l3B"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) AD-AC 1142 0 X-W 5115 0 TC-From 100 plf at 0.00 to 100 plf at 19.71 AC-AA 2957 0 W_V 0 -0 BC-From 10 plf at -0.13 to 10 plf at' 19.83 AB-AA 0 0 W-U 4715 0 TC- 435 1b Conc.Load at 15.98 kE � ��jp #g� ZAY 4503 0 T-S 3751 0 Plating Notes1;, °, `+ All plates are 4X6 except as noted. �.• °+ �� Y-X 5217 0 S-R 1433 0 Camber $ Maximum Web Forces Per Ply(Ibs) Max JT VERT DEFL:LL:0.45"DL:0.26".See detail NO °, Webs Tens.Comp. Webs Tens: Comp. DEFLCAMB1014 for camber recommendations. AE-AF 0 2 J-W 0 -298 { r "• A-AD 0 42 W-L 259 0 Additional Notes . AD-B 0-1589 L-U 0 540 +2x6 continuous strongback.See detail y '� STATE OF B-AC 1273 0 M-U 0 -75 STRBRIBR1014 for bracing and bridging +�recommendations. (�^ AC-C 0 -1252 U-N 727 .0 .A ,{ '••/ �'`•:�' * ; ** � $o D 9 6 Webs are square cut except dbl diagonals or as 0 -79 N-S 0 -1589 ar�F x° . -AA+ems otherwise shown. A-F 0-1138 S-O 1648 0 Truss must be installed as shown with top chord up. s @ 8$4 41,110 F-Y 1536 0 O-R 0 -1995 SERIAL St; Y-G 0 -1006 P-R 0 -34 H-X7f00 00 0100 00 01 4b6e5cd1ca991oF X_J 147 0M 0 -130 R-Q 0 7 0 mls Item ha[been elncttanlntiy st yned and icalea[y Manuel Mar[inCc, 2E K.I.R.0471112 t cn troast¢thaw"above csWg i SHARE �a:mectkacicr code_ —WARNING" READ AND FOLLO.VAALL4iQTFLS-C&ITkdl> Dg"lt4G6gnecandrezica —IMPORTANT** FURNISH THIS DRAWING TaoALt C€GNZ:RA-&:5GJf76 ltWDiNGdT44E,INStT 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 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 ANSI/I PI 1,or for handling shipping,'installation and bracing of trusses.A seal on this drawing or cover pa e.. listing this drawing indicates acceptance of professional 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 ANSIITPI 1 Sec.2. For more information see this job's general notes page andLthese web sites:ALPINE:www.al ineitw.com:TPI:www.l inst.or:SBCA'•www.sbcindus .com:ICC:wro .iccsafe.or l � Job Number: 136DCS101 Ply:1 SEQN:622567/T47/SY42 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:DJH DRW: Truss Label: FT8 Wgt:86.8 Ibs / ... 11/10/16 1'2"4 (TYP) A B C D E F G H I J K L M ay'e =2X4 -2 4 N 'v AC —2X4 3"8 AA Q Y X W U T S R Q P $ 15'8" 15'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or.=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 A 999 360 O' 110 /- /- /- /- 1188 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 A 999 240 AA Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.001 A - - Bearing AA is a rigid surface. Des Ld: 55.00 EXP:NA Mean Height:NA ft HORZ(TL):-0.001 A - - NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.079 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.033 A-B 1 0 G-H 1 0 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.031 B-C '1 .0 H-1 1 0 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 1 0 1-1 1 0 I:NA GCpi:NA Plate Type(s): D-E 1 0 J-K 1 0 Wind Duration:NA WAVE VIEW Ver:16,01.01 B.0614.20 E-F 1 0 K-L 1 0 Lumber F-G 1 0 L-M 1 0 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#1 Bot chord 4x2 SP#1 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2SP#3 AA-Z 0 -2 U-T 0 1 + Lumber value set"1313"uses design values Z-Y 0 -1 T-S 0 1 approved 1/30/2013 by ALSC Y-X 0 1 S-R 0 1 X-W 0 1 R-Q 0 1 Bracing W-V 0 1 Q-P 0 1 Sheathing is required for any longitudinal(drag) V-U 0 1 P-O 0 1 forces.All connections to be designed by the building designer. Maximum Web Forces Per Ply(Ibs) Fasten rated sheathing to one face of this frame. 1t Plating Notes ��t�� Webs Tens.Comp. Webs Tens. Comp. All plates are 2X4 except as noted. +g° �y .`' its ""��{ '0 A-AA 0 -43 O-N 0 -8 Additional Notes " �" o `�16 � Maximum Gable Forces Per Ply(Ibs) See detail STRBRIBR1014 for bracing and bridging Gables Tens.Comp. Gables Tens. Comp. recommendations. B-Z 0 -141 H-T 0 -133 Webs are square cut except dbl diagonals or as ti C-Y 0 -132 I-S 0 -133 otherwise shown. . •i, m ; ( Truss must be installed as shown with top chord up. s 0 TAT F D-X 0 -134 J-R 0 -133 $ E-W 0 -133 K-Q 0 -134 tg �" „ F-V 0 -133 L-P 0 -133 R.• 1 G-U 0 -133 0" ONAN— SERIAL#: 7100 00 0100 00 01 4156e Sc d 1 ca 99 le 10 36 This item has beers elactsunicatry zvae and sealed by Manuel martha" PF.t>'L.Lic.ad 7191r en tt�c datr:Fawn abayc�inq a SHA.3 1UdlCntt:a:ICfl tadG "WARNING— READ AND FOLLO,yiUnt4LFcACbTFtS CLb6ThdlSrDjRi�WJNG6gncdand&"Icd _ _ - -IMPORTANT" FURNISH THIS DRAWING TGAbLOGNIRAI&3flfS liWDINGGdT-Mf-v,INSiFdALLERS - 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 er BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach eSrigid 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 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e,, listing this drawing indicates acceptance of processional 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:wmv.sbcindus .cam•ICC:w Jccsafe.or � 1 Job Number: 136DCS101 Ply:1 SEQN:622524/T40/SY42 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 1 FROM:DJH DRW: Truss Label: FT9 Wgt:114.8 Ibs .. / ... •11/10116 L 52"4 I T2"4 7i 4"8 16'8" 52"4 T 2' 4 9'3"8 '1 f—1 3 —{ { 1'1"8 1'3"12 1'3"12 �--2'6"—�{-- --{ �—2'5"12 2'6"�}—1'3"—{ W=3X4 1112X4- 1112X4 =3X6 =3X4 1112X4 =4X4 '1112X4 A B C D E F G H I J K L=2X4 3y'a 2X4 � 3"8 W V U T S=5X6 R C P O N M =5X6 W=3X4 =4X4 =3X6 =4X4 16'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.271 R 715 360 W 917 /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.433 R 448 240 M 903 /- /- /- /- /7.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.027 M - - W Min Brg Width Req= - EXP:NA Des Ld: 55.00 HORZ(TL): 0.043 M - - M Min Brg Width Req= 1.5 Mean Height:NA ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Bearing M is a rigid surface. TCDL:NA psf n Beari requires - Soffit: 0.00 - BCDL:NA psf " Bldg Code: FBC 2014 RES Max TC CSI: 0.764 .9 M a.seat plate. .. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.856 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.465 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 3 0 F-G 0 -2917 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 B-C 0-1503 G-H 0 -2543 Lumber C-D 0-2861 H-I .0,-2543 Value Set:13B(Effective 6/1/2013) D-E 0 -2878 I-J 0 -1523 E-F 0 -2917 J-K 1 0 Top chord 4x2 SP#1 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values „ approved 1/30/2013 by ALSC W-U 870 0 R-Q 2884 0 V-U 0 0 Q-P 0 0 Plating Notes U-T 2267 0 Q-0 2885 0 All plates are 4X6-except as noted. T-S 2263 0 O-N 2141 0 S-R. 2878 0 N-M 874 0 Camber Max JT VERT DEFL:LL:0.27"DL:0.19".See detail ��1�y�dal► fo Maximum Web Forces Per Ply(Ibs) " DEFLCAMB1014 for camber recommendations. ` �.! �� Webs Tens.Comp. Webs Tens. Comp. Additional Notes .'`\G . A-W .0 . -58. G-0 0 •-465 +2x6 continuous strongback.See detail � `. W-B 0 -1214 H-O 0 -41 STRBRIBR1014 for bracing and bridging No 4-718 : � B-U 881 0 0-1 547, ., 0 recommendations. ,, �• > U-C 0-1056 I-N 0 -859 Webs are square cut except dbl diagonals or as n ; C-S 976 0 N-J 902 0 otherwise shown. S-D 0 -348 J-M 0 ,1217 Truss must be installed as shown with top chord up. «" - R-E 67 -270 K-M 0 -42 '.. J TAT_ 44 °�•' E-Q 233 -292 L-X 0 -3 $; 411 Q-G 220 55 ��slscee�e SERIAL#: if 00 00 0100 00 01 4b 6e Sc di ca 99 le f016 ihl:Item has i 1a i ly W_1 tAartinct, PF.I`:..L'C.da T18215n trc Este sF.awtt AbOVv cxin8 a SHA.1 a:ilncrtEcazicncsde. ' "WARNING" READ AND FOLLO,"AL}cjjaTES_QbkTkdL$c dFlGGgncaAndarxlcd "IMPORTANT" FURNISH THIS DRAWING TC dLt6WN.IRA�:LG RS LtWDINGdTJ,EANatTALLERS - 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 saffetTpractices 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. Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer,to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.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 shippirig,installation and bracing of trusses.A seal on this drawing or cover page. listing this drawingg indicates acceptance of proyessiona4 engineering responsibility solely for the design shown. The sui9ablllty and use of this U�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:.www.al ineitw.com:TPI:ww .t inst.or:S13CA:www.sbcindust .corn'ICC:www.iccsafe:or -• Job Number: 136DCS101 Ply:1 SEQN:677430/T45/SY42 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 1 FROM:DJH DRW: Truss Label: FT 10 Wgt:42.0lbs / ... 11/10/16 �- 1'2"4 —�{ 1'2"4 a{ _3AX6 =3gX6 _3CX6 =3X8 1112X4 =3X8 3'4"8 Loading Criteria(psf)" Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum-Reactions(Ibs): TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw-/Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.012 B 999 360 F 591 /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.019 B 999 240 D 697 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 D - - F Min Brg Width Req= - EXP:NA Des Ld: 55.00 HORZ(TL): 0.003 D - - D Min Brg Width Req= - Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 NCBCLL: 10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.563 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.218 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.182 A-B 0- -4 B-C 0' -31 Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:NA WAVE VIEW Ver:16.01.01B.0614.19 Chords Tens.Comp.' Chords Tens. Comp. Lumber F-E 595-. . 0 E-D 595 0 - Value Set:136(Effective 6/1/2013) - - - 'Top chord 4x2 SP#1 Maximum Web Forces Per Ply(Ibs) Bot chord 4x2 3 #1 Webs 4x2 SP# Webs Tens.Comp. Webs Tens, Comp. We a Lumber value set"13B"uses design values A-F 0 -28 B-D 0 -736 approved 1/30/2013 by ALSC F-A 0 -48 C-D 0 -179 Special Loads F-B 0 -771 D-C 0 -28 - -" - n --(Lumber Dur.Fac.=1.00!Plate Dur.Fac.=1.00) B-E 50 -12 TC-From 100 plf at- 0.00 to 100 plf at 3.38 BC-From 10 pif at 0.00 to 10 plf at 3.38 � TC- 917 lb Conc.Load at 1.85 ��1itl f Hangers/Ties � '�� ''�o (J)Hanger Support Required,by others Additional NotesNo 04718 4- Webs are square cut except dbl diagonals or as o otherwise shown. : . Truss must be installed as shown with top chord up. w ` S TAT E 0 F ` w K V SERIAL 7f 00 00 01 00 00 01 4b Se Sc d 1 ca 99 is f0 38 ibis item has been cicttronlcatiy signed and zaaicd by M.4-1 h,attinrz, Pr.I>L.i.tc.p47i s2l cn the"k shown abava L-ing a SHA•3 1 thcraitatlan cads "WARNING" READ ANDFOLLOII�A,/i4Fcgill4kT�.ScQNnFkd6�GZtRddW�dCn�gncaane:sakd "IMPORTANT" FURNISH THIS DRAWING TOdtlb6G.GNIRAi&--EG RS94GI WEIINCodT44ru,INStTALLERS Trusses require extreme care in fabricating handlin shippingyiinstalling 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 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 160A-Z for standard plate positions. Alpine,adivision 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 shippins,installation and bracing of trusses.A seal on this grawing or cover pel e listing this drawing indicates acceptance of pro en 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:wwmal ineitwxom'TPI:wvw.t inst.or'SBCA:wwasbcindus .com-=:www.iccsafe.or t Job Number: 136DCSI01 Ply:1 SEQN:622558/T46/SY42 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:DJH DRW: Truss Label: FT11 Wgt:148.4 Ibs / --. 11/10/16 1'8"4 71"12 9'1"12 187'8 1'8"4 5'5"8 2' 19'5"12 �-1 3 -{ �I f'VY 2'6" +1'4" 2'5"12,}-1'3„12-} 3 1 —2'6"_+1,3„ III 2X4 W=3X4 =2X4 =2X4 =5X10 =5X6 =4X10 =5X6 1112X4 1112X4 3„8 A B C D E F G H I J K L M N T AB O V AA Z Y X W V U T S R Q P =5X8 =4X10 =5X6 =5X8 W=H0308 i 187'8 Loading Criteria(psf) Wind Criteria Snow.Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs). TOLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.307 V 70B 360 AA 1552 /- /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.480 V 452 240 p 1063 /- /- /- /- /7.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.046 P - - AA Min Brg Width Req= 1.3 Des Ld: 55.00 EXP:NA HORZ(TL): 0.071 P - - P Min Brg Width Req= 1.5 _ Mean Height:NA ft Bearin NCBCLL: 10.00 Code!Misc Criteria Creep Factor:1.5 gs AA 8 P are a rigid surface. TCDL:NA psf 9 P requires Bearing Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014-RES Max TC CSI: 0.493 - q fires a seat plate. •.- , Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.759 Spacing:24.0" C&C Dist a:NA ft Rep Factors.Used:Yes Max Web CSI: 0.538 Maximum Top Chord Forces Per Ply(lbs) Lac.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. l:NA GCpi:NA Plate Type(s): A-B 1 0 H-I 0 -4028 Wind Duration:NA WAVE,HS VIEW Ver:16.01.01 B.0614.20 B-C 0-1770 I-J 0 0 Lumber C-E 0-3180 1-K 0 -3210 Value Set:13B(Effective 6/1/2013) D-E 0 0 K-L 0 -3210 E-F 0 -4502 L-M 0 -1850 Top chord 4x2 SP#1 F-G 0-4519 M.-N... 1 0 Bot chord 4x2 SP#1 G-H 0-4026 • Webs 4x2 SP#3 Lumber value set"l3B"uses design values Maximum Sot Chord Forces Per Ply(Ib's) approved 1/30/2013 byALSC Chords Tens.Comp. Chords Tens.'Camp. Special Loads AA-Z 1688 0 U-T 0 -- ' 0 —(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Z-X 2665 0 U-S 3706 0 TC-From 100 plf at 0.13 to 100 plf at 18.50 Y-X 0 0 S-R. 3706 .. 0. BC-From 10 plf at 0.00 to 10 plf at 18.62 X-W 3787 0 R-Q 2632 0 TC- 591 Ib Conc.Load at 1.81 ��1gD1/tlftd�t�� W-V 4519-- 0 Q-P• 1038 0 Plating Notes ��i G- Mftp '�#8�� V-U 4515 0 wa.te+•ac' , All plates are 4X6 except as noted." .�•+ ' Maximum Web Forces Per Ply(Ibs) Camber °• Webs Tens.Comp. Webs Tens. Camp. No Max JT VERT DEFL:LL:0.31"DL:0.17".See detail AB-AA 0 7 G-.0 0 -639 DEFLCAMB1014 for camber recommendations. q-AA 0 47 U-I 445 0 Additional Notes f AA-B 0 -2248 I-R 0 -675 ;. sf B-Z 804 0 K-R 0 -58 +2x6 continuous strongback.See detail = STA-r 'OF ,mod Z-C 0-1192 R-L 785 0 STRBRIBR1014 for bracing and bridging • ( ; ' C-X 716 0 L-Q 0 -1088 recommendations. w •. � �y •a +*a .• � s % X-E 0 -841 Q-M 1129 0 Webs are square cut except dbl diagonals or as d x ' "" E-W 953 0 M-P 0 -1444 otherwise shown. d�94 `q� W-F 0 -445 N-P 0 -40 Truss must be installed as shown with top chord up. 7sy P.f 1 t A 1 V-G 92 0 P-0 0 -7 SERIAL:9: 7f 00 00 0100 00 01 4b&e Sc 41 ca 991c(0'36 7t,it itam haz been ekctreoltsf3�.(^yned and,caled hy,Manucl Martinr{ ?F IFL.Liz.0471971 m uirr tc zAawn abnue c;inq a 5HA.1 .. authcr[icaticn code. "WARNING" READ ANDFOLLO,U�/nh�L1c�I11fckTtr�ScQNnT#d66?Ji�W��Snlgnccaneuaicd -- "IMPORTANT" FURNISH THIS DRAWING TOE!AbLoGGNIBAGr'GGRiS4NGultIlDINGdT-fd&;INSF-AL-LERS -•Trusses require require extreme care in fabricating handlin shippingpietstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)fo'r safety practices prior to performing these functions. Installers shall provide-temporary - bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly,_ attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. )Refer to drawings 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 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 iob's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or:SBCA:www.sbcindusl .com;ICC:www.iccsafe.or 1 i Job Number: 136DCS101 Ply:1 SEQN:622572/T41/SY42 4EHB Hayden-2601"C"OIL OW/DR Horton/4EHB Hayden-2601"C"OIL 0 City: 8 FROM:DJH DRW: Truss Label: FT12 Wgt:145.6 lbs .. / ... 1,1110116 7'11"4 9'11"4 21'3"8 ''-- --II 7'11"4 2' 11'4"4 1'3„1� 3„1 f 2'1"4 III2X4 =4X4 =2X4 =4X6 1112X4 =6X8 1112X6 1114X6 =4X6 W=3X4 1112X4 =4X6 III2X4 T e AD B C D E F G H I J K L M N O P =2X4AEh5��N AB AA Z Y X WV U T S R Q AC =5X8 1115X6 1112X6 H0308W=(I) =4X10 =4X6 =3X4 21'3"8 Loading Criteria(psf) ' Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions'(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): D.450 X 554 360 AC 1157 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.703 X 354 240 Q 1171 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0:062 Q - - AC Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.096 Q - - Q Min Brg Width Req= 1.3 Mean Height:NA ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Bearings AC&Q are a rigid surface. TCDL:NA psf Bearing AC re uires a seat late. Soffit: ' 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.571 g q P Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.896 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.632 Maximum Top Chord Forces Per Ply,(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. 1:NA GCpi:NA Plate Type(s): A-B 1 0 1-1 0 0 Wind Duration:NA WAVE,HS VIEW Ver:16.01.01 B.0614.20 B-C 0-2048 I-K 0 _-4524 Lumber C-D 0 -3612 K-L 0 -4524 Value Set:13B(Effective 611/2013) D-F 0 -3612-- L-M 0 -3612 Tap chord 4x2 SP#1 E-F 0 0 M-N 0 -3612 F-G 0-5233 N-0 0 .-_2045 Bot chord 4x2 SP#1 G-H 0-5253 0-P. 3 0 Webs 4x2 SP#3 H-I 0-5012 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes Chords Tens.Comp. Chords -Tens. Comp. All plates are 5X6 except as noted. AC-AB 1137 0 W-V 0 0 (1)-plates so marked were sized using 0% AB-Z 2925 0 W-U 4840 0 Fabrication Tolerance, 0 degrees Rotational AA-Z 0 0 U-T 4840 0 Tolerance,and/or zero Positioning Tolerance. �N'� Y-X 5253 0 S-R 292- 0 i .•sue:. f Cambers X-W 5248 0 R-Q 1134 0 Max JT VERT DEFL:LL:0.45"DL:0.30".See detail DEFLCAMB1014 for camber recommendations. ' y��.� Maximum Web Forces_Per Ply(Ibs) - o 7162 Webs Tens.Comp. Webs Tens. Comp. Additional Notes +2x6 continuous strongback.See detail } AD-AE 0 -3 - W-1 454 -14 STRBRIBR1014 for bracing and bridging A-AC 0 -42 I-T 0 -438 recommendations. " o , AC-B 0-1583 T-L 462 0 Webs are square cut except dbl diagonals or as •: S` ATE OF ;4 B-AB 1266 0 L-S 0 -788 otherwise shown. '.. * AB-C 0 -1219 M-S 0 -73 Truss must be installed as shown with top chord up. ��p �'a +s`' C-Z 934 0 S-N 931 0 D-Z 0 -102 N-R 0 -1227 +J` Y1NAI, ' �i Z-F 0 -968 R-0 1266 0 �f0 �J F-Y 1328* 0 O-Q 0 -1582 Y-G 0 -602 Q-P 0 -15 SERIAIL 9' X-H 274 -118 P-Q 0 -44 7f 00 00 0100 00 01 4b 6e 5c 41 ca 99#c f0 34 H-W 8 -665 Tbts Itemthatbeencicctranirslly4Wy d and saladby lmmml k7artinat, PF.K.U..e471 a21 en tYc aatc shown abnua wing a SHA-' .uth-tk.0picori. "WARNING" READ AND F0LL0W/m611aiQTESdakTkd6%RRAWINGWned and zsakd `"IMPORTANT" FURNISH THIS DRAWING TCbALeS'>ONTRA-9-:E lRSdMitWZ14NGdT-HEANSiodk 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 an SBCA)fo'r saffety practices prior to performing these functions. Installers shall provide temporarryy 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 Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall hot 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 e,, listing this drawing indicates acceptance of protessionq 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 Z - � Job Number: 136DCS101 Ply:1 SEQN:622580/TSP/SY42 4EHB Hayden-2601"C"OIL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 2 FROM:DJH DRW: Truss Label: FT13 Wgt:168.0 Ibs .. / ... 11/10/16 7'11"4 9'11"4 217' a 7'11"4 2' 117'12 2'6"12�{ �--2'6"12 2'6"l2�{ • =4X6 -5X8 W=3X4 1112X6 =3X4 =4X6 A B C D E F G H •1 J K L M T 3 _2XX4 N 2X4 r AE4 AF X4 AB AA Z Y X W 1112X6 V U T S R Q P O AC =6X8 =6X6 1112X6 W=H0308 1114X6 W=3X6 4X4 1112X6 -6X6 -6X8 1112X6 III2X6 217' Loading Criteria(psf) Wind Criteria . Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria • ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA .Ct:NA CAT:,NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.438 G 577 360 Enclosure:NA AC 1173 /- /- /- /- /7.5 - BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.684 G 369 240 Q 1173 /- /- - /- /- /7.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.043 B - - AC Min Brg Width Req= 1.5 EXP:NA Des Ld: 55.00 HORZ(TL): 0.068 B - - O Min Brg Width Req= 1.5 Mean Height:NA ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Bearings AC&O are a rigid surface. TCDL:NA psf Bearings AC&O require a seat late. Soffit: 0.00- - - BCDL:NA psf '- Bldg Code:.FBC 2014 RES Max TC CSI: 0.659 g q plate. .. ,.-. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI:• 0.782 Spacing:24.0" C&C Dist a:NA ft' Rep Factors Used:Yes Max Web CSI: 0.712 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. 1:NA GCpi:NA Plate Type(s): A-B 0-1133 G-H 0 -5403 Wind Duration:NA WAVE,HS VIEW Ver:16.01.01 B.0614.20 B-D 0-3083 H-I 0 0 Lumber C-D 0 0 H-J 0 -5172 Value Set:13B(Effective 6/1/2013) D-E 0 -4630 J-K o -4446E-F 10-4625*' - K-L 0 -3087 Top chord 4x2 SP 41 F-G 0-5411 L--M D _1132 Bat chord 4x2 SP#1 Webs 02 SP#3 Maximum Bat Chord Forces Per Ply(lb's) Lumber value set"l3B"uses design values Chords Tens.Comp. 'Chords••'Tens.'Comp. approved 1/30/2013 by ALSC Plating Notes AC-AB 31 0 V-U 5309 0 AB-AA 2266 0 U-T 5309 .0 All plates are 5X6 except as noted. AA-Z 3914 0 T-S 4949 0 Z-Y 3914. 0 S-.R 3916. ;0 Camber Y-X 5400 0 R-Q 3916 0 Max JT VERT DEFL:LL:0.44"DL:0.30".See detail � 4�yYs Pr�� X-W 5400 0 0,-_R 2264 :;: ;0 DEFLCAMB1014 for camber recommendations. yitil�e �, njyfti W-V 5411 0 P-O 31 .0 Additional Notes qa1�".' \ '` �P Maximum Web Forces Per Ply(Ibs)- +2x6 continuous strongback.-See detail �• : Webs Tens.Comp. Webs Tens. Comp. STRBRIBR1014 for bracing and bridging ,,. • No,0 %1 6 �. recommendations. fpAW AD-AE 0 -103 H-T 28 -342 Webs are square cut except dbl-diagonals or as A-AC 0 -1020 T-J 350 0 otherwise shown. ;, w A-AB 1495 0- J-S 0 -681 cc Truss must be installed as shown with top chord up. „•, AB-B 0-1537 S-K 704 0 y TA e' . ' B-AA 1109 0 K-R 27 0 AA-D 0-1104 K-Q 0 -1101 o� • `� � ®'� D-Z 49 -3 Q-L 1116 0 jr ` �. *,•,g '•. �' 4a D-Y 943 0 L-P 0 -1536 p Y-F 0 -1160 P-M 1494 0 E-W 330 -66 M=0 0 -1020 G-V 0 -320 N-AF 0 -103 SER it}, V-H 562 -248 7f 00 00 01 00 00 01.46 8e Sr.d1 ca 99.1c fO 36 7Ms item has teen cMctronkal3y signal and scaled by Mantel Martinet ' ?F.IfL.Lic.aa71a11 en tLccvtc sh.wnabnra�ssng aSHp*1 a:.then[katicneadc. "WARNING" READ AND FOLLOWnfilk14,aTFLSiabkFkdla4c4dtJ?"Jt,4G6-gned*andmis d —IMPORTANT" FURNISH THIS DRAWING.TOdttb6GGN AG:gGfRS"itWD4Nf3dThIG4N£ttTA LERS.•.. .- _....._ •. Trusses require extreme care in fabricating,handlin shippingpietstalling 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 10, " 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 drawin 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�rawing or cover pa e,, listing this drawing indicates-acceptance of processional 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:www.al ineitw.com•TPI:ww .t inst.or'SBCA:w .sbcindust .com'ICC:www.iccsafe.or - L 9 Job Number: 136DCS101 Ply:1 SEQN:622583/T49/SY42 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OIL Qty: 1 FROM:DJH DRW: Truss Label: FT14 Wgt:114.8 Ibs Page 1 of 2 .. / ... 11/10/16 f"1'4"-� (TYP) =2X4 W=3X4 =2X4 T ,— ALA B C D E F G H I J K L M N O P Q R S - i AK AJ Al AH AG AF A AD AC AB AA Z Y X W V U W=3X4 217' { 217' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in ]cc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 R 999 360 T• 109 /- /- /- /- /259 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 R 999 240 AK Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 R - - Bearing AK is a rigid surface. EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.000 R - - NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.078 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.018 A-B - 0 0 J-K 0 0 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.033 B-C 0 0 K-L 0 0 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 0 0 L-M 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 M-N 0 0 Wind Duration:NA WAVE VIEW Ver:16,01.01 B.0614.20 E-F 0 0 N-O 0 0 Lumber F-G 0 0 O-P 0 0 Value Set:13B(Effective 6/1/2013) G-H 0 0 P-Q 0 0 H-1 0 0 Q-R 0 0 Top chord 4x2 SP#1 1-1 0 0 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing AK-AJ 0 0 AB-AA 0 0 AJ-AI 0 0 AA-Z 0 0 Sheathing is required for any longitudinal(drag) AI-AH 0 0 Z-Y 0 0 forces.All connections to be designed by the building AH-AG 0 0 Y-X 0 0 designer. AG-AF 0 0 X-W 0 0 Fasten rated sheathing to one face of this frame. %0ji111ffi1$'tjt$'� AF-AE 0 0 W-V 0 0 AE-AD 0 0 V-U 0 0 Plating Notes '++. �3 pu4' ��•�a� All plates are 2X4 except as noted. 'Q`•.' "m �� AC-AB 0 0 Additional Notes iNO, 047182 Maximum Web Forces Per Ply(Ibs) Webs are square cut except dbl diagonals or as Webs Tens.Comp. Webs Tens. Comp. otherwise shown. .r Truss must be installed as shown with top chord up. p : e AL-AK 0 9 R-T 0 -53 _ �d A-AK 0 -53 T-S 0 -9 a S T O r '+� fly•.• . r.` Maximum Gable Forces Per Ply(lbs) 40 Gables Tens.Comp. Gables Tens. Comp. 9 B-AJ 0 -142 K-AA 0 -133 illy �1s1`� C-AI 0 -132 L-Z 0 -133 f $iI D-AH 0 -134 M-Y 0 -133 SERIAL« E-AG 0 -133 N-X 0 -133 7f 00 00 0100 00 01.4b 6e Sc d1 ca 0 is 10 36 F-AF 0 -133 O-W 0 -134 This item 1Ia t%ven elettrenlcaW&%nvd and sealed by mavucl Martlnar, G-AE 0 -133 P-V 0 -132 2ti I:L.il[.0471821 cn toe ears Shawn abuse using a SHA•i H-AD 0 -133 Q-U 0 -142 authertkatfcn code. —WARNING`* READ AND FOLLO..%ALFc4kQTESsfrl-C}nFikd6&DOAMNG6gnw and=akd "IMPORTANT" FURNISH THIS DRAWING TO.Ab6G. NZRAG.,IGflRL6vl{J(wl WDINGdl- rn,aN£iFaAL-LERS Trusses require extreme care in fabricating,handlin shippingpicnstalling 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 attachetl 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. 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, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suifability 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:wnww.al ineitw.com;TPI:w,wrt inst.or:SBCA:www.sbcindus .com•ICC:www.icrsafe.or Job Number: 136DCS101 Ply:1 SEQN:622583/T49/SY42 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:DJH DRW: Truss Label: FT14 Wgt:114.8 Ibs Page 2 of 2 / ... 11/10/16 J-AC 0 -133 •• L O 04V62 ti a pa ip W , STATE OF o AL- F�iYig"tf,�t41�14 SER9AI fit: V00 00 0100 00 01 4b6e5cd1 ca9910036 This xsalca b}mm.l N.artinxs, 2E Ft..I.K.9473821 cn me Cite shown abn4c Lsln8 a 5f.'i autnantkadons�da • "WARNING" READ ANDFOLL01A4kL}ei{114kTGScQNnFkd6�cF /UJNCat'�nce,nasxalea —IMPORTANT— FURNISH THIS DRAWING.TO,,A b6C4NZRACt-EQR6�iJ iu,Wd INGdT-"Ey NSiFaA1 LERS - - Trusses require extreme care in fabricating,handling shippingyinastalling and bracing: Refer to and follow the latest edition-of BCSI(Building, Component Safety Information,by TPI and SBCA) or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall-have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B1rl as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. fifer 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 g Pl'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.professional engineerm9 responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the .uilding.Designer per ANSI/TPI 1 Sec.2. 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:v";w.sbcindust .com'ICC:wvJcrsafe.or L J Job Number: 136DCS101 Ply:1 SEQN:622599/T51/SY42 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 1 FROM:DJH DRW: Truss Label: FT15 Wgt:100.8 Ibs .. / ... 11/10/16 17 4 1'4n (TYP) 2X4 W=3X4 =2X4 AHA B C D E F G H I J K L M N O P 3"g Q c- R AG. AF AE AD AC AB AA Z Y X W V U T S W=3X4 f 187'8 187'8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 P 999 360 R' 109 /- /- /- /- /223 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 P 999 240 AG Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 R - - Bearing AG is a rigid surface. Des Ld: 55.00 EXP:NA Mean Height:NA ft HORZ(TL):-0.000 R - - Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs)NCBCLL: 10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.072 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.018 A-B 0 0 1-1 0• 0 Spacing:24.0" C&C.Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.031 B-C 0- 0 J-K 0 0 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 0 0 K-L 0 0 I:NA GCpi:NA Plate Type(s): D-E 0- 0 L-M 0 0 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 E-F 0 0 M-N 0 0 Lumber F-G 0 0 N-O 0 0 G-H 0. 0 O-P 0 0 Value Set:13B(Effective.6/1/2013) H-1 0 0 Top chord 4x2 SP#1 Bat chord 4x2 SP#1 - Webs 4x2 SP#3 Maximum Bat Chord Forces Per Ply(Ibs) . . ' Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC AG-AF 0 0 Y-X 0 0 AF-AE 0 0 X-W 0 0 Bracing AE-AD 0 0 W-V 0 0 Sheathing is required for any longitudinal(drag) AD-AC 0 0 V-U 0 0 forces.All connections to be designed by the building AC-AB 0 0 U-T 0 0 designer. AB-AA 0 0 T-S 0 0 Fasten rated sheathing to one face of this frame. �� #fir AA-Z 0 0 S-R 0 0 h1i A�g�jr�F�� Z-Y 0 0 Plating Notes tly. +°+..++b+ �4 fir° •:' '' s+ All plates are 2X4 except as noted. Maximum Web Forces Per Ply(Ibs) Additional Notes No 7182o � Webs Tens.Comp. Webs Tens. Comp. See detail STRBRIBR1014 for bracing and bridging +Mb�+ w AH-AG 0 8 P-R 0 46 recommendations. ., + A-AG 0 46 R-Q 0 8 ,p • P Webs are square cut except dbl diagonals or as • ; otherwise shown. Maximum Gable Forces Per Ply(Ibs) F Gables Tens.Comp. Gables T C TI Truss must be installed as shown with top chord up. �. p' ens. Comp. � B-AF 0 -133 J-X 0 -133 aa� . s C-AE 0 -134 K-W 0 -133 �@ �� D-AD 0 -133 L-V 0 -133 0Ay ��d E-AC 0 -133 M-U 0 -133 F-AB 0 -133 N-T 0 -134 SERIAL". G-AA 0 -133 O-S 0 -133 Tl 00 00 010.0 00 01 4b 6e Sc d1 ca 991c 10 38 H-Y 0 -133 Thls item haf Lean r:ltttraniti3ly s�ned and usled by Man�^sl rlartina�, PE K.I.rc.04:71021 en maeata shown abnce�,g a SHA•1 "WARNING— READ AND FOLLO�UntAl1c�114kTGaS4�L1iT#d6&&�JZa9tM�flSa�l�netsnd:caica —IMPORTANT" FURNISH THIS DRAWING TOd+5b6C-ONIRAG!TGQRSdNG'LiWDINGeTlH ny N6 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 otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown far permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or 1310, as applicable. Appty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. -)Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW 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 shippingg,installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:wu .al ineitwxom'TPI:wA .t inst.or:SSCA:w .sbcindus .com:ICC:'www.icc-safe.or f _ } Job Number: 136DCS101 Ply:1 SEQN:622589/T48/SY42 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 8 '' FROM:DJH DRW: Truss Label: FT16 Wgt:128.8 Ibs .. / ... 11/10/16 7T'12 9T.12 -L4 18'78 7'1"12 2' 9,3"B 1 �1� ICI �I �3"12{ 1 3"1� �71� f'— 2'5n12�j 1�'3„12 1'3"12J 1�3„ J a T =5X6 =2X4 1112X4 1112X4 III2X4 W=3X4 =3X4 1112X4 1112X4 A B C D E F G H I J K L M T N T8 v =2X4 AA sa Z Y X W =5X6V U T S R Q P 0 1114X6 =4X10 =5X6 W=3X4 187'8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions,(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.313 T 694 360 Z 1025 /- /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.489 T 444 240 O 1010 /- /- /- /- /7.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.038 0 - - Z Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA Mean Height:NA ft HORZ(TL): 0.060 O - - O Min Brg Width Req= 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Bearings Z&0 are a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI:- 0.722 Bearing O requires a seat plate... Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.793 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes -Max-Web CSI: 0.619 Maximum Top Chord Forces Per Ply(Ibs) Loc,from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 3 0 G-H 0 -3600 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.2D B-C 0-1276 H-1 0 -3600 Lumber C-D 0-1276 I-J 0 -2996 Value Set:138(Effective 6/1/2013) D-E 0-2648 J-K 0 -2996 E-F 0 -3818 K-L 0 -1744 Top chord 4x2 SP#1 F-G 0-3831 L-M ' ' 1 •0 Bot chord 4x2 SP#1 . Webs 4x2 SP#3 ' Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 Lumber value set1 uses design values Chords Tens.Comp.- Chords Tens. Comp. by by ALSC Plating Notes Z-Y 319 0 T-S 3831 .0 Y-W 2096 0 S-R 0- 0 All plates are 4X6 except as noted. X-W 0 0 S-Q 3440 0 W-V 3303 •- 0 Q-P 2474 0 Camber V-U 3301 0 P-0 985 0 Max JT VERT DEFL:LL:0.31"DL:0.23".See detail � �Zg118ilidSplt�,° U-T 3831 . .0. DEFLCAMB1014 for caMber recommendations. �,4>i�`1 q, ¢ V �a•rfm��• _ _°� - Additional Notes • 1 *'• Maximum Web Forces Per Ply(Ibs) �,*' 4+2x6 continuous strongback.See detail .k` • � .� Webs Tens.Comp:• Webs Tens. Comp. STRBRIBR1014 for bracing and bridging 140 047182 A-Z 0 -33 G-S 33 •-570 recommendations. Z-B 0-1035 S-1 361 0 Webs are square cut except dbl diagonals or as m , : m B-Y 1301 0 I-Q 0 604 otherwise shown. • r C-Y 0 -105 J-Q 0 -53 Truss must be installed as shown with top chord up. • Y-D 0 -1115 Q-K 709 0 � ATIE OF D-W 767 0 K-P 0 -1015 { `• i •* �- W-E 0 -909 P-L 1056 '0 ,' Nq E-U S79 0 L-0 0 -1371 ri U-F 0 -281 M-0 0 -42 T-G 206 -171 N-AA 0 -3 _• - _ SERIAL 4: 7f 00 00 0100 00 01 4b 6e Sc di ca 991c 10 36 ihlt item has Lean alaaranlesll�s{ynad tnd sealed h}'rranecl b•,artinas, ?F.FL.11c 0a71971 en L'iC LV[t thawnabm4e nsiny a S�R•7 au[hmd:acfen cede.. —WARNING— READ ANDFOLLO?/MALlctJQTG.SC&6THL&DIAWJNG6gnadands"icd —IMPORTANT" FURNISH THIS DRAWING TOdWEtL€GNIRAi&:FGRSR&LWDiNGrIT44E,�NSi ALLERS. 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 bracingq 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. -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,A Pl 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 professronag engineer'mq 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:www.al ineitwcom•TPI:www.t instor:SBCA:www.sbcindus .com•ICC:www.iccsafe.org Job Number: 136DCS101 ]-Ply:1 SEQN:676111/T50/SY42 4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 1 FROM:DJH DRW: Truss Label: FT17 $ Wgt:64.4lbs / ... 11/10/16 1f�1,4 (TYP) A B C D E F G H I T 3 8 T 2X4 =2X i ` 'v 1 S K R Q P O N M L i� 10'4" 10'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or`=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 1 999 360 K' 108 /- /- /- /- /124 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 1 999 240 S Min Brg Width Reg= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 1 - - Bearing S is a rigid surface. Des Ld: 55.00 EXP:NA Mean Height:NA ft HORZ(TL): 0.000 I - - NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) TCDL:NA psf Soffit: ' 0.00, BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.074 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.018 A-B 0 0 E-F 0 0 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.031 B-C 0 0 F-G 0 1 0 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 0 0 G-H 0 0 I:NA GCpi:NA Plate Type(s): I D-E 0 0 H-1 0 0 Wind Duration:NA WAVE VIEW Ver:16.01.01B.0614.20 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#1 S-R 0 0 O-N 0 0 Bot chord 4x2 SP#1 R-Q 0 0 N-M 0 0 .Webs.4x2 SP#3. Q-P 0 0 M-L 0 0 Lumber value set"13B"uses design values P-0 0 0 L-K 0 0 approved 1/30/2013 by ALSC Bracing . Maximum Web Forces_Per Ply(lbs) Sheathing is required for any longitudinal(drag) Webs Tens.Comp. Webs Tens. Comp. forces.All connections to be designed by the building T-S 0 -8 1-K 0 -39 designer. A-S 0 -39 K-J 0 -8 Fasten rated-sheathing to one face of this frame. �4��L �l ,� „ � , r PlatingNotes "' " ' " ' 4w �,g pr++�r,*� +fit* Maximum Gable Forces Per Ply(Ibs) � ��• •, tGables.Tens.Comp. Gables Tens. Comp. All plates are 2X4 except as noted. ," t 6«� �G E Olt B-R 0 ,-124 F-N 0 -133 Additional Notes • No 047182 " C-Q 0 -136 G-M 0 -136 t ` D-P 0 -133 H-L 0 -124 See detail STRBRIBR1014 for bracing and bridging �• R ° E-O 0 -134 recommendations. Webs are square cut except dbl diagonals or as otherwise shown. :* T A I,E OF ,?W Truss must be installed as shown with top chard up. ,a r SERIAL W 7f00 00 0100 00 01 4b0eScd1l ca99le(036 This item has bncn ciccuanl[a7ty s€yned and scaled by Pe.—1 b;artiner� _ , 7r.(;L.Uc.da 7787f to utc CaW st—nab-c using a SPA-1 , aL'ih CTLi;atiLn QJdC "WARNING" READ AND FOLLO,"&I}.AQTFLSdakTdd6aEJh UyJFlSnfs�nccandtsaFad "IMPORTANT— FURNISH THIS DRAWING TCbtAb6C50NIRAig.,UGRSdNCLt(tDU4GndTiAFmlNStTAL-LERS Trusses require extreme care in fabricating,handlin shippingyletstalling 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 Joinf Details, unless noted otherwise. kefef to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building-Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling.shipping,installation and bracing of trusses.A seal on this drawing or cover pa e. listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suifability 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:wvw.al ineitw.com:TPI:www.t inst.or:SBCA:ww,v.sbandus .wm•ICC:www.iccsafe.or Gable Stud Reinforcembrit -Detaili• ASCE 7-101 160 mph Wind Speed,' 15' Mean Height, •Enclosed, Exposure 'C, Kzt = 1.00 Or, 140 Aph Wind Speed, 15' Mean Height, Partially.Enclosed, Exposure C,.Kzt'= 1.00 Or, 140 mph Wind Speed,-.15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or- 120 mph Wind Speed, 15'• Mean Height, Partially Enclosed, Exposure D, J(zt = 1.00 2x4 Brace W lx4 'L' Brace'x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace x (2) 2x6.'L' Brace x Bracing Group Species and Grndesi Gable Vertical No Spacing Species Grade Braces Group A Group•B Group A Group B Group A Group B Group A Group B Group A Group B Group AI S #1 / #2 3' 10' 6' 7' 6' 10I 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S ruce-Pine-Fir Hem-Fir al / a2 Standard a2 - Stud 0) U S P F #3 3' 8' S' 9' 6' 2' 7' e, 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' a3 Stud a3 Standard - H F- Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' I� Standard 3' 8' 4' ILL_ 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' Douglas Flr-Larch Southern Pine+vx "1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' a3 03 #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 11. 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' Stud Stud Standard Standard 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 N D F L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, ill 11' 8' 14' 0' 14' 0' Group B:U Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' P ' _ n r 01 / #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 ff rf #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' l0' 10' 13' 9' 14' 0' 14' 0' 14' 0' a1 4 Btr U u[- Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' L' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' 0 1 O I�r Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10, 5' 10, 10, 12, 8' 13' 7' 14' 0' 14' 0' Do u las Flr-Larch Southern Plnexxr #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' ill 1' 14' 0' 14' 0' 14' 0' 14' 0' at 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' a2 a2: #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0'110 14' 0' Q� D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' lx4 Braces shall be use (Stress-Rated Hoard). Standard 4' 2' 5' 8' 6' D' 7' 6' 8' 0' 10, 2' 10, 10' ill 10, 12' 7' 14' 0' 14' 0' xxInd Itr l Pine use only Industrial 55 or Industrial 45 Stress-Rated Boards. Group B #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these rode.. CS SPfr #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' o' 14' 0' Gable Truss -Detail Notesi U H F Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' l4' 0' Wind Load deflection criterion Is L/240. OI I I Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' 11' 6' 12' 0 14' 0' 14' 0' 14' 0' 14' 0' Provlde.'uplift connectlons for 75 plf over X #1. 5' 1' 8' S' 8' 8' 9' 11' 10' 3' I1' 9' 12' 3' l4' 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' IL' 7' 12, 0' 14, 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. c--I D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' D' 14' 0' 14' 0' 14' 0' •. Standard1 4' 7' 1 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12, 0' 13' 7' 14' 0' 14' 0' 14' 0' ' Syoumm 1^ Attach 'L' braces with IOd (0.128'x3.0' min) malls, Abt,j'� ,, space Halls•qt 2' o•c. able Truss W For (1) 'L' brace- ' _. • In 18' end zones and 4' o,c. between zones. , Diagonal brace option, )K)KFor (2) 'L' braces) space nails'at 3'•o.c. • vertical length may be T ' In is, end zones and 6' o.c. between zones. doubled when diagonal .18' A 'L' bracing must be a minimum of 80% of web brace Is used. Connect L I member length, diagonal brace for 6000 L I Gable Vertical Plate Sizes' at each end. Max web Brace total length Is 14'. )iE)IE Vertical Length No S lice 2x6 DF-L p2 or Less than 4' 0' 2X3 I better dingonnl r �- Greater than 4' 0', but 3X4 Vertical length shown brace) single 18. Greeter Less an 111 i6,6' 4X4 In table above. or double cut 45' (as shown) at L + Refer to common truss design for upper end. u ILpeak, splice, and heel plates. ontint s Bearing\\\,ITt 11111 111�'ff Refer to the Building Designer for conditions Connect diagonal at ' �A i; not addressed by this detail. ' midpoint of vertical web. Refer to'chart above for '_Q °6 W ` 1 ngth, —VARNINGIxx READ AND FOLLOW ALL NOTES-ON THIS DRAVINGI - REF ASCE7-10-GAB16015 --IMPORTANTu FURNISH THIS WAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Q' \GE 2'�� Trusses require extreme c In Fabrlcathg,handling, hIpphg,Instoltng and bracing. Refen to and v / f2 a the latest edition of HCSI(BuKang component Safety Information,by TPI and SBCA)faro safety 'N * DATE 10/O1/14 practices prior to Perfornhg these functions. Installers shall provide temporary bracing per PCSL � unless noted otherwise,tap hors hall have Properly attached structural heatHng d bottom chord _,.. /� ff DRWG A16015ENC101014 shall have a properly attached rigid Belling. Locations shown for permanent lateral restraint of vebs - d �r�-�� shall hove ,,,chg Installed per BCSI sections 43,B7 or HIO,as appilcnble. Apply plates to each face I�J� I1—+ of truK and posit) as shorn above and On the joint Detalis,unless noted otherwise. �.B'lyla-l- p. 1J I`I,�' Refer to tlrarinos I60A-Z for standard plate positions. J f Alpine, division f ITV Bullding Components Group Inc.shall of be responsible for y deviation from � �[] /y\ 4. AN fTWCOMPANY this droving, my failure to 6ulld the truss In conformance with ANSI/TPI 1,or for honolho,shipping, �s r F3; _ « via MAX, TOT, LD, 60 PSF Installation s bracing f trusses, o 1.y t•.` A seal on this drawing or•cover page listing this draw4g,Indicates acceptance of professional rgl,neerinq re ponsbmity solely for the design shom, The suitability and use of this draw4g r. \ ,• 13389 Lakefront Drive for any structure is the responsibility of the BJldhg Designer per ANSI/TPI I Sect Earth Cily,M063045 ALPINE moo el„nefornatlon see this Joh's genera(notes page and these web sites, ICG rrr•Iccs.Pe.org ,,onOkt\t\\ MAX, SPACING 24,0" r,Ip Itr,con)TPI rrv.tpinst,orgi SBCA wrr.sbclndustry.org) Ilk Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind . Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 'mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori• 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1)•lx4 ''L"Brace r (1) 2x4 'L' Brace X (2) 2x4 'L' Brace ■■ (1) 2x6 'L"Brace x (2) 2x6 'L' Brace so Bracing Group Species and Gradesi Gable Vertical No pacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group At 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 o #I / #2 Stnndard #2 Stud [� U S f F#3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' l' 11' 3' 11' 11' 13' 7' 14' 0' #3 Stud 113 Stnndard - H F Stud 3' 6' S' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' I' 11' 2' 11' ill 13' 7' 14' 0' I�I Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' Dou Ins Fir-Larch Southern Pin woo Q1 #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' ill 9' 12' 2' 13, 11' 14' 0' #3 i #3 J S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' I1' 7' 12' 0' 13, 9' 14' 0' Stud Stud Standard I Standard U 03 3' 7' 4' 10' S' 2' 6' S' 6' 11' 8' 9' 9' L' 10' 1' 10' 10' 13' 8' 14' 0' � ��L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' B' 9' 9' 1' 10, 1' 10' 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' Group BI _U #I / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' '10, 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' Hen-Fir - Sp I F 03 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' 01 6 Btr U LJ C Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13, 7' 14' 0' 14' 0' q1 Cl) O �I r Standard 4' 0' S' B' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10, 12' 8' 14' 0' 14' 0' Do u (as Flr-Larch Southern Plnexx■ #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' 1 13' 5' 13, 1l' 14' 0' 14' S P #2 4' 2' 7' 2' 7' S' 8' S' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #2 a2 43 4' 1' S' Ll' 6' 4' 7' ll' 8' S' 10' 0' 10' S' 12' S' 13' 3' 14' 0' 14' 0' Ix4 Braces shall be SRB (Stress-Rated Board). .--1 D P L Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' ..-Industrial lx4 So. Pine use only Industrial 55 or Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group S r #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' ll' 6' 14' 0' 14' 0' 14, 0' 14' 0' values may be used with these rades. d S P f #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notesl U lJ P Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' Ill 5' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. OI� Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10' I1' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' Provide uplift connections for 135 plf over X #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psF TC Dead Load). d S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14, 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers Ri #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. DI- L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' II' 6' 14' 0' 14' 0' 14' 0' l4' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10, 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' Symn�� Attach 'L' braces with IOd (0.128'x3.0' min) nails. Aboutjr able Truss .31E For (1) 'L' brace- space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace optlon� 31E31EFor (2) 'L' bracesi space nails at 3' o.c. In 18' end zones and 6' o.c. between zones, vertical length may be T doubled when diagonal 18' 3� 'L' bracing must be a minimum of BOX of web brace Is used. Connect L I member length, dlagonal brace for 690# j 'L' tl at each end. Max web j' Brace Gable Vertical Plate Sizes total length Is 14', 31E31E Vertical Len th No Splice 2x6 DF-L #2 or T I Less than 4. 0' 2X4 I better dlagonal I * Greater than 4' 01, but 4X4 Vertical length shown brace! single 11� less than 12' 0' In table above. or double cut 31E1 45' (as shown) at + Refer to common truss design for upper end, peak, splice, and heel plates. ontlnuous Dearing Refer to the Building Designer for conditions Connect diagonal at 1 Ilillllllll,l not addressed 6y this detail. midpoint of vertical web. Refer to chart above for max g¢kle r. (f&, length. nVARN1NGPx READ AND FOLLOW ALL NOTES W THIS ORAVINGI 1��N .\ �' /' REF ASCE7-10—GAB16030 —IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING Tiff INSTALLERS. �� V' Trusses require a trene care In fabricating,handling, hipping,Installing and bracing. Refer to and (�� E11,�, �,�+++ fallow the latest eaftlon of BCSI(Building Component Safety Information,by TPI and SBCA)Far safety l C. '� DATE 10/01/14 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 No ry DRWG A16030ENC101014 shall have a properly ottached rigid telling. Locations shorn for permanent lateral restraint of webs �� I� chap have brocing In tailed per BCSI sacd an B3, J or DBID,et s u,tt-S no Apply plates to Inch face f truce old a Irgs 1 0 as SMarn above and on the Joint Detali,unless noted otherwise. - Refer to drawings 160A-Z For standard plate positions. Alpine, division of [TV Bullding Components Group Inc.shall not be responsible for y deviation from TATE OF AN I WCOMPANY this drawing, y failure to build the truss in conformance rich ANSI/TPI 1,or for h—olling,shipping, +p ��MAX. TOT. LD. 60 PSF Installation L bracing of trusses. �� . /(V` A seal on this drawing cover page listing this drawing,indicates acceptance of professlo al p engineering responsibility solely for the design shown The suitability and use of this drawing ...OFT _. •��` w. for any structure Is the responsibility of the Buftcang Designer per AN$I/TPI 1 Sec2. 14 � mb� .y` En,hBCity.M�'O 6nt SO45 For more Information see this Job's general notes page and these web sites, p� ITv�s\`a y' ALPINE w—Alptneit—onl TPIi ww.tpinst.orgj SBCA,www.sbclndustry.orgl ICC,ww.lccscfe.org ''4¢{y, "'ldA`t tpla' MAX. SPACING 24,0' Gable Detail For Let-in Verticals Gable-Truss Plate Sizes AS + Refer to appropriate r'ALpine gable detail,for II minimum plate sizes for.vertical studs, (E)Refer to Engineered truss design for peak, ' splice, web, and heel plates. ®If gable vertical plates overlap; use a + single plate that covers the total area of l the overlapped plates to span the web,., Vertical t rt 2 X 4 ` Length Exampler ., .., y• 2X4 *2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member ,r Toe-pall - Or - End-nail + t To convert from 'L' to 'T' reinforcing members, Provide connections For uplift specified on the engineered truss design, multiply 'T' Increase by length (based on _ appropriate Alpine gable detail). ' Attach each 'T' reinforcing member with End Driven Nails. Maximum allowable 'T' reinforced gable vertical i 10d Common (0.148'x 3',min) Nails at 4' o,c, plus length Is 14' from top to bottom chord. (4) nails In the to and bottom.chords. 1 p 'T' reinforcing member material must match size,- Rigid Sheathbig Toenalled NQitsr specie, and grade of the 'L' reinforcing member. • 10d Common (0,148'x3',m1n) Toenails at 4' o.c, plus Web Len t�1 Increase W/ "T" Brace 4 Nall (4) toenails in the top and bottom chords. g '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 a Member .. . ASCE 7-05 Gable Detail Drawings Example- • 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gabte Nails A13030051014, A12030051014,.A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 Ft, Kzt = 1.00 ' Truss Spaced At ASCE 7-10 Gable Detall Drawings Gable Vertical = 24'o.c. SP #3 4' o.c. A11515ENCI01014, A12015ENC101014, A14015ENCI01014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 AIGO15ENC101014, A20015ENC101014, A20015ENDI01014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENCI01014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014,'A20030END101014, A2003OPED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unrelnForced gable vertical'length. 4 Nall Ceiling .. , "VARNINGP-READ AND FOLLOW ALL NOTES ON THIS DRAVINGI -IMPORTANT FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,. REF LET-IN V ER T Trusses require extrene car In fabricating,handling,shlpping,InstattIng and bracing. Refer to and folio.the latest edition of SCSI(Building Component Safety Information,by TPI and SECA)for safety \ `r DATE 10/01/14 , practices prior to performing these functions. Installers Intl provide temporary bracing per BCSI. PslS,, N(J i Unless noted otherwise,top chord shaft have property attached structural sheathing and bottan chord ` shalt have a properly attached MDItl celllnp.•Locations shaven far permanent lateral restraint of ebs �� t DRWG GBL.LETIN1014 shall have and Position instaaed per BCSI andact[...on the 07 ar BIO,as applknhle. Apply pintas to each face _ = I FE of truss nntl position s shown above and on the Joint DetaRs,unless noted otherwise. - IJ Refer to draeinos 160A-Z for standard plate positions. Alpine,a division of ITV Buftding Components Group Inc.shall of be responsible for my deviation from MI ITtN COMPANY this Waring. y Fall—to build the truss In conformance with ANSI/TPI I.or for handling,shipping, j.Installation 6 bracing f trusses. = S i E OF f, MAX, TOT, LD, 60 PSF A seat on this allowing o or pope listing this drawing,indkates acceptance of professlonat 'O j/ ., npb,eerlhO--P--1-4Uty sove lely for the deslgn aharn The sultabitity and use of this drawing 'Q `/ �t�j /('`, UR, FAC. ANY 13389 Lakefront Drive Fr structure strucre Is the responsibility of the Bu1Lding Designer per ANSI/TPI 1 Seca i U (,�R, Earth City,MO 63045 For more Infarnat,1on see this Job's general notes page and these web sites ��F MAX, SPACING 24,0° ALPINEr r r.alpinsltw.coni TPI rrr.tpinctorgi SBCAi w r.sbcindustry.orgi ICd wwwlccctfe.org /j �� a Ir � r• Valley Detail - ASCE 7-10: 160 mph, 30` Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L 42 o'r 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 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-nailed for bracing as shown In DRWG BRCLBANC1014, ASCE 7-10 160 mph. 30' Mean Height, Enclosed Bullding, 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, Bullding, 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 Note that the purlin spacing for bracing the top chord of the truss separate 2x4 members, beneath the valley is measured along the slope of the top chord. All plates shown are ITW BCG Wave Plates. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', 2X4 4X4 12 3X4 Palle 12 Mnx,� � Spacing ' 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip �- B-0-0 max -- Bottom Chord Bottom Chord End Detail Joint Detail Valley Valley 4X4 Toe-nailed / 12 o m n T u e 12 Max, t 2 ' o, , 1X3 ll S t 1X3 6-0-0 �\\� n 4 1X3 5X4%PL CMax Spacing) 1X3 2X4 Q oG\�9 SP Common Trusses Partial Framing 20-0-0 (++) at 2 o,c, g Supporting trusses at 24' o.c. maximum spacing, Plan �ItuuUII,41,q, M.VARN➢GI--READ AND FRLDV ALL NDTES 13N THIS BRAVING! / ..INPINiTAHfn FURNISH THIS DRAVING TD ALL CDNTRACTDRS INCLUDING THE INSTAIIERS. �`\�,,� Q�r r. , TC LL 30 30 40PSF REF VALLEY DETAIL Trusses require extreme care In fabricating,handling,shipping,Installing d bracing. Refer to d 'A folio.the latest edltion of"1 QlIdlmg Canponent Safety lnfornotlon,by 11I and SBCI for safely elv:='I;1; `'• ,�, ;jC DL 20 15 7 PSF DATE 10/01/2014 practices prior to perforrin c these Functions. !..tatters shah provide ovide temporary bracing per BCSL ?>^ ,f`\'�S\'. ' Dntas.noted oth.r.[s tap hard halt have properly attached structural sheathing and bottom hard C ``^^g;v DL 10 10 10 PSF DRWG VAL160101014 shall have propeV attached IDId celgno. Locations sha.n for permanent taterot estroint f bs I�Y'O. y_ _y ti t Lip shall have and position Installed per➢CSI sections the J or DID, as applicable. Apply —I... to each face _ J� /(/ _['�' t�.BC LL 0 0 0 PSF d IILII�IIL�_Jl of trust and ocitlon os horn Cove don B3, Joint Details,unla.c noted pi ptato — NI i '� Refer to dro.Ings 16CA-Z for standard plate positions. ., Alpine, division of ITV Bullding Components Group Inc.shall of be sponslbte for ny deviation from = c TOT, LD, 60 55 57PSF ANITW 07MPANY Ihls dr Imo, y failure to build the truss In conformance.Ith ANSI/TPI 1,or for handling,shipping, OF Inst se tlan 1.this d. f trusses, \` ' / A yr this dr Itty or cover page design the drawing,Indicates acceptance of profesUonnl ' nr any a re.yans s th sorely for ttre f the sno.,. The sur per S use of the dra.ng (� 1 (� T ��`1L `UR.FAC.1.25/1.33 1,15 1.15 for any structure is the r¢sporgsihaKy of the HuRtlhp Designer per ANSI/iPI 1 Sec2 , J+' �l 133B9 Lakefront Drive For pore Information see this Job's general notes ppoo a and these eeb sites ''� t; •- /'��'`~� Earth Cily,M063045 pLPINE....olpinelt..corn TPI....,tpinst.orgl SECA.....sb.dustry.org,ICO v.Accc.fe—g �', 'SSi SPACING 24,0' Piggyback Detail - ASCE 7-10i '160 mph,.. 30' Mean Height,. Enclo'sed,, EXpgsu're C, Kzt=1.00 " 160 mph Wlnd, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind ➢L= 5.0 Psf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg. located anywhere In roof, Exp D, wind DL= 5.0 psf•(min), Kit=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 diagonal bracing or any other,suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cup supports additional loads such as cupola,•steeple; chimney or drag strut loads. sex Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. D e t a i l A P u r l n Spacing - 24' o.c, o r; l e s S piggyback cap truss slant Walled to all top chord 12 purlln bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 #3 grade scab Up to l2 (1 side only at each end) attached with 2 rows of.10d box nails (0.128'x3') at 4' o.c. 4 2' 2' 4' Attach purlln bracing to the Fiat top chord using (2) 16d box Halls (0.135'x3.5'). 2' l The top chord #3 grade 2x4 scab may be replaced Purlln Spacing = with either of the Following, (1) 3X8 Trulox 24' o.c. max plate attached with (8) 0,I20'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'x1.375' nails. Note, Nalling 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. x In addition, provide connection Detail B P u r l i n Spacing > 24' o.c. with one of the following methods, Piggyback cap truss slant nailed to all top chord purlln Trulox bracing with (2),16d box nails (0.135'x3.5') and secure top Use 3X8 Trulox plates For 2x4 chord member, and chord with 2x4 #3 grade scab Q side only at each end) 3X10 Trulox plates for 2x6 and larger chord attached with 2 rows of 10d box nails <0,128'x3') at 4' o.c, members. Attach to each Face @ 6' o,c. with (4) 0.120'x1.375' nails Into cap bottom chord and (4) Attach purlln bracing to the flat top chord In base truss top chord. Trulox plates may be 12 using a minimum of (2) 16d box nails (0,135'x3.5'), staggered 4' c.c. front to back faces. Up to 12 APA Rated Gusset 8'x8'x7/16' (min) APA rated sheathing gussets (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' 2n .2, 4' may be staggered 4' c.c. front to back faces. © 2x4 Vertical Scabs 2' 2x4 SPF #2, full chord depth scabs (each face), Attach a 8' o,c. with (6) 10d box nails (0.128'x3') Eer scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4o.c. Front to back faces. Purlln Spncing )' 28PB Wave Piggyback Plate 24• o.c. max One 28PB wave plggyback plate to each face Full @ 6' o.c. Attach teeth to piggyback at time of Top Chord Scab (Typical Each End) Chord Flat top chord purlins required at fabrication, Attach to supporting truss with Depth both ends, purlln spacing > 24' o,c. (4) 0.120'x1.375' nails per face per ply. P PI ggybnck plates may be staggered 4' o.c. front Note, If purlins or sheathing are not specified on the flat top of the base to back faces. truss, purlins must be Installed at 24' o.c. max. and use Detail A...WARNIN(R—READ AND FOLLOW L NOTES THIS ERAVING swINPORTANT FURNISH THIS DRAVING TO ALLALCONTRAACTORS INCLUDING THE INSTALLERS. L ,q ls, REF PIGGYBACK Trusses require extreme care In fabricating,handling,chipping,Installing and bracing. Refer to and follow the latest edition of BCSI(Bustling Component Sofety Information,by TPI and SBCA)for safety � ��Ci�/1/f1 DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporaryy bracing per BCSL U Unless noted otherwise,top chord hall have properly attached structural cheothin ontl bottom chord shoo have propery attachd Iola ceaing. Locations shorn for permanent lateral restraint of webs N.•QF DRWG PB160101014 shall have araclnB In tolled per BCSI sections B3.B7 or BID,as applicable. Apply plates to each face '7yr /�_, a FEF of truce and posltl aG shorn above and on the Joint Detalc,Unless noted otherwise. LIM Refer to drarinos 160A-Z for standard plate pasltlons. � ( V(y1�/ Alpine, division of ITV BuIlding Components Group Inc,shall et be responsible for y deviation fro, =-0 AN ITW COMPANY this drarhB, a Failure to huild the truss In conformance with ANSI/TPI 1,or for handling,Shipp ng, 7 4 T 0F Installation a tin sing of trusses. A t n this dro.ing or cover page listing this drawing.Indicates acceptance of professional erg'neerb,o responsmNty solely For the design shorn. The sUtabMty and use of this d—Ing • For ony structve Is the responsiblky of the Building Designer per ANSLITPI I Sect 13389 Lakefront Drive A Earth City•MO 63045 For more Infarrmtlon see this Job's general notes page and these web sites, ryf V� (i`��\�� ALPINE r r,alpineltw.conl TPI rrr.tpinst.orgi SBCA w v.sbcInductry.orgi ICC,rww.icccafe.org /// SPACING 24�0' • /j11111111111111 X Hip Frame Det'a1(s Hip Frame W4X4, Min, B —� Common 24' Trusses TYP W1,5X3 Stepped Hip System Trusses . 2x4 Purlins 2x4 Chords Setback n c #1 Hip Pitched and Sheathed Chord Area Hip Framew --- -------------------------------- ----------------------- --- ------ B Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0,131'x3,5' nails W3X4, Min, Hip Frame, 'R' Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5' nails @ 6' o,c, maximum spacing. Hip frame stops at plumb cut of T� Hip Frame jacks to maintain pitch continuity, Section B-B W 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, 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, Structural panels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To KR,,,"4 '! 11�(AClins, oVARMINGp,w READ AND FOLLOV ALL NOTES a THIS DRAVINGI ,�; e, ,GEN /��` REF HIP FRAME wwINPORTANTww FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,Installing d bracing. Refer to and falLow the Latest edition of BCSI(BUILdl Component Safety Information,by TPI and SECA)for safety � rl DATE 10/01/14 practices prior to performing these functions. Installers shall pravlde temporary bradng per BCSL No ',�' U less noted otherwise,top chord shall have properly attached structural sheathing and bottom chord _ .�', __ DRWG HIPFR1801014 shall have a properly attached Igltl cellIng. Locations siarn for permanent lateral restraint of ebs 11''77 chnll have brocing Instal per BCSI sections B3,B7 or BILL, s appllcable. Apply plates to each face T , of truss and position as shorn above and on the Joint Details,unless noted otherwise. - il�{°�E OF, 111� Refer to drawings post ion16OA-7as for n above plate positions. "0 ll Alpine, divislan of ITV Building Components Group Inc shall of be responsible for any deviation Fron 9 AN RW COMPANY tNs drawing,any F."_e to bind the truss In conformance with ANSI/TPI 1,or for hantlUng,sWpping, Q c (G Installation L bracing f trusses. .,R A eat on tfils drawing or cover page llst6,g this drawing,Indicates acceptance of professional r .. engineering responsmiUty solely far the design shown The sultabaity and use of this drawing13389 rive for any structure Is the respo�0.lty,of the BuRding Designer per ANSI/TPI I Seca Earth City.Lakefront job's g page and these web sites For more Informtion see this b's general notes ALPINE vw.olpIncltw,coml TPh wv.tpinst.orgl SBCA�wo.cbclnductry,orgl ICP wrrlcccafeArg 1l1111UI CLR Reinf\ orcin.g Member . Substitution T-Reinforcement" This detail Is to be used when a Continuous Lateral Restraint (CLR), or. T-Reinf, Is specified on a truss design but an alternative web L—Reinf orc.ement: ` or reinforcement method Is desired, L-Reinf, Apply to either side of web har.rdw face, Attach with 10d (0,128'x3,0',min) nails at 6' o,c. Reinforcing member Is,. Notes: a minimum 80% of web member length, ' This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement 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 SCQI� Reinforcement: Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, Attach with 10d (0,128'x3.0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o,c, Reinforcing member Is a 2x6 2 rows 2x6 2-2x4<)K) minimum 80% of web member length, 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OK) - . Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 00 Center scab on wide face of web, Apply (1) scab to each face of web. —WARNINWNPO2TANTew FLPMSSNmTHISS DRREADAVING TAND O FOLLOW ALLCONTRACTNOTESORS INCLUDING THE INSTALLER& ;\\\\ ft ' [INTHISDRAVINGI �\ . TC ILL PSF REF CLR Subst. Trusses require extreme care In fabricating,hantlling,shipping,Instalgng and bracing. RaFer,to and follow the latest edltlon of SCSI CHuM1tling Component Safety Information,by TPI and SBCA)For safety Q` II f TC DL PSF DATE 10%01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSL ` �s1� Unless noted otherwise,top chord shalt have properly attached structural sheathing and bottom chard C DL PSF DRWG BRCLBSUB1014 shall have a property attached rigid ceiling. Locations shown Far permanent lateral restraint of robs shall have bracing Inatalletl per BCSI sections H3,B7 or HIO,as oppllcnbly. Appoly plates to each face Q �� of trust nd P Ition o shorn above and on the Joint Details,unless noted therwiso. _ fy.,J"` $C LL' PSF �f Refer to drawlnDs 160A-Z for Standard plate positions. 7-/ — Alpine, division of ITV Building Components Group Inc.shall t be responsible for y deviation from /J_ AN fiWCOMPANY this drurino, ufnagRure to build the truss in conformance with ANSI/TPI 1,or far handling,shipping, 3.p AfE QF g"OT. LD. PSF Installation L br nl f trusses. A seal ttds trawing or cover page Usti g this drawing,Indicates acceptance of professional rgy,tering responsibility solely for the design shown. The suitability and use of this drawing �6G�✓ :OUR, FAC, .A 73389 Lakefront Drive far any structure Is the responsmBlty of the Building Designer per ANSI/TPI 1 SecB 6F Eadh City,MO 63045 Far no Ie Infornatlon see tYds Job's Bencral notes page nd these eb sitesr S� ALPINE r w.a pineltw.conl TPL rrw.tpinst.orgl SBCA�r w,cticinductry.orgi ICG wwrJccsofo.org Ff�f IJ ' \4� `qiv SPACING fffff11111111111111111 � In Cracked or Broken ! Member , Repair -Detail Load Duration = 0% 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 Farce 2x6 broken members, No more than one break per chord pane.l 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 Only 2x4' 18, 975# 1055# 1295#• 1415# (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and Web or Chord 2x4 975# 1055# 1495# 1745# species as damaged member. Apply one scab per face, 24- Minimum side member length(s> = (2)(L) + (B) Web or Chord 2x6. 1465# 1585# 2.245# 2620# Scab member length (S) must be within the broken panel. Web Or Chord 2x4 Nail Into 2x4 members using two (2) rows at 4' o,c, rows staggered. 1910# 1960# 2315# 2555# Nail Into 2x6 members using three (3) rows at 4' o,c., rows staggered, 30' Web or Chord 2x6 2230# 2365# 3125# 3575# Nall using 10d box or gun nails (0,128'x3', min) Into each side member. The maximum permitted lumber grade for use with this Web or Chord 2x4 2470# 2530# 2930# 3210# detail is limited to Visual grade #1 and MSR grade 1650f, 36' Web or Chord 2x6 3535# 3635# 4295# 4745# This repair detail may be used for broken connector plate at mid-panel splices. Web or Chord 2x4 2975# 3045# 3505# •3835# This repair detail may not be used for damaged chord or web 42' sections occurring within the connector plate area. Web or Chord 2x6 4395# 4500# 5225# 5725# Broken chord may not support any tie—In loads. Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# s Minimum L Dist nnce ' H L L L 4' o,c s Typical F-- L + 0 + 0 + 0 + O L O + O + O + O + Hinman �H B L Distance J 2. Stagger L + = Back Face 10d Box (0,128' x 3', min) Nails: 0= Front Face 2x4 Member - Double Row Staggered 2x6 Member - Trile Row Staggered Nail Spacing Detail fi.., L wwVARNINGIww READ AND FOLLOW ALL NOTES IN THIS DRAVINGI \ - °+ REF MEMBER REPAIR wwD(PORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �` Q... r E�[y �J�°''.+° Tr usses require extreme care In fabricating,handling,shipping,Inst.11ing and broc". Refer to and � l3 '! fall..the latest edition of BCSI(Buading Component Safety Information,by TPI and SHCA)far—Fety �' �>. DATE 10/01/14 practices prior to performing these Functions. Instollers shed provide temporary bracing per BCSI. Z No. Unless noted otherwise,top chord shell have properly attached structural sheathing and bottom chord DRWG REPCHRD1014 shall have a properly attached r1Qld telling. Locations shown For permanent lateral restraint of webs n ��(� II� shell have bracing Installetl p¢r BCSI cvctlonc H3,17 r B10, s applicable. Apply Plates to each Face Q IILII=�I� I�\II of truss and Posltlon shale above and on the J. Details,unless noted otherwise. u v Refer t. ra.lnos 1coa=i for standard plate positions. StA'TE OF Alpine, division of ITV Building Components Group Inc shall not be responsible for any deviation from T y AN RW COMPANY this drawing,any falture to build the truss In conformance with ANSI/TPI 1,or For handling,shipping,Instadation a racing of trusses. i 0 O p l y S J•�� A seal.n this drawing cover page listing this drawing,Indicates acceptance f professionalr�` nglneerb,g responsibility solely for the design shown. The suitability and use of tNs drawing front DriveFar any structure Is the responsibility of the Bullo7ng Deslgncr per ANSI/TPI 1 Sec2. Earth CtyeMoh30a5 For more Information see this Job's general notes page end these web sites, //ff//f�Gl�fl1.4= t,t��`�; SPACING 24�(]" MAX ALPINE,www.alpineltw.com)TPI,www.tpinst.orgi SECA-www.cbclnductry.org)ICO ww.jccsaf...rg /11l1 Ill THIS DETAIL APPLIES TO ANY, PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY, TRUSS WEB CONFIGURATION FOR 24' ❑,C, MAX, STANDARD BOTTOM CHORD FALSE FRAME. DETAILS SPACING AND 1OPSF MAX. CEILING LOAD„ WITH THE EXCEPTIONS NOTED ON THIS .SHEET D❑ NOT USE THIS. DETAIL FOR, 1. STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). 2, INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS. : 3, LOADS IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME, 4, DRAG LOADS CONNECTED TO THE FALSE FRAME, 5, TOP'CHORD-APPLIED FALSE*FRAMES. it 6, LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL. 7, VERTICALS SPACED• APART MORE THAN PANEL POINTS (IF>4'-O'), FILLER ----- )K 8, FALSE FRAMES ON CANTIL•EVER SECTIONS OF A TRUSS. . t 4' 0' OC MAX. LENGTH T0�ILLER 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:j NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, FRAME CHORDS. SHOP APPLIED - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, - LOCATE VERTICALS AT 4'-0' D.C. MAX„ OR SEE NEXT ❑PTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN - IF NEEDED, A 2x4 FALSE•FRAME BOTTOM CHORD MAY BE SPLICED WITH AN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR :AN (4' MAX, PANEL LENGTH). ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE); x APPLY REQUIRED BRACING (SEE BELOW). - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX, 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 - )KLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE RED, CHORD OF THE ❑RIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND (0,128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN, VERTICAL.BLOCK) LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE 8d NAILS (0,113x2,5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF BRACING EXCEED 10'-0' ❑.C, FOR A SINGLE-PLY TRUSS BOTTOM CHORD. DESIRED, ' REFER TO SPECIFIC TRUSS DESIGNS T❑ DETERMINE THE REQUIRED BRACING - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11'GAUGE FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD (01120'.) x1,375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME TRUSS ATTACHED WITH 4 NAILS), CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED - IF NEEDED,'THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' DIRECTLY TO THE FALSE FRAME CHORD. BRACING,MATERIALS AND THEIR LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER (6) lOd BOX (0,128'x3') NAILS ON. EACH SIDE OF THE SPLICE JOINT (ONE PER THE LATEST VERSION OF ANSI/TPI, FACE 'ONLY), ..VARNINGIo READ AND FGLLGV ALL NDTES aN THIS ORAVINGI �� ..INPBRTANT..FURNISH THIS BRAVING TO ALL CONTRACTIIRS INCLUIDNG THE INSTALLERS. `� AJT� REF BC FILLER Trusses require extreme c In fabricating,handling,shipping,Installing and bracng. Refer to and .Trusses latest edition of BCS[(Building Component Safely Information,by TPI and SBCA)for safety `\AQ' ��llG`VSAS ��'- DATE 10/O1/14 practices prior to perforning these functions. Installers shall provide temporary bracing per HCSI. \\\\l \- �� Unless noted otherwise,top chord shall have properly attached structural smoothing and bottom chord N `.+� \` DRWG REPBCFIL1014 �� shop have a properly attached rigid ceAhg. Locations shown for permanent lateral restraint of webs _ d shop have bracing Installed per BCSI sections H3,B7 or B10,as appllcable. Apply plates to each face of truss axl posltlon as shorn above and on the Joint Detalls,unless noted otherwise. it ( Refer to dwrings 160A-Z for standard plate posltlons. � AN ITW COMPANY Alpine' 9v slam of ITV BuM1dlnp Components Group Inc shall of be responsible for any devibAlon fro / STA"i F.{�} this drawing, Y Failure to bJId the truss In cunFornnnce with ANSI/TPI 1,or for handling,shipping, e Installation t.brodng of trusses. p, A seal this drarbg cover page ll ting this drnwing,Indicates acceptance of professional �� I c1 Q `V ngheer'6q responsb�lUty sdely for the design sham The suitability and use of this drorhg i�� G R!V y� t1 133H9 Lakefront Orive for any structure Is the responsWky of the Bundhg Designer per ANSI/TPI 1 Sec.& Earth City,MO 63046 For•more InFarnatlon see this Job's general notes pope and these web sites, ALPINE rr.atpineltr.cpml TPf�rrr.tpinst.orgl SBCA,wrw.sbclndustry.orgl ICC,vwrJccsafe.org /ff•SF�r fi W aivt�` I1�111111, ' 4 -SCAB 2X4 OVERHANG BETAIL 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 iri 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 (0,128rx3,0°, min) nails at 8° o,c, plus clusters of four nails where shown in figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species. NOTE; Add 210# uplift (max.) to reported truss uplift for wall connections, 12 2 T❑ 12 � 3L (3K) L 240 MAXIMUM \\tN1NN1�A4444a��/�/// GI WKPORTANT�FURNISH THIS DRAVING TVARNIN(Rox READ AND AD DALL CONV ALLNTRACTORS IOTES[IN NCLSun��THE INSTALLERS. `,� �i • TOTAL TOP CHORD REF 2X4 SCAB ❑,H, Trusses require extreme core In fabricating,handling,shipping,Installing and bracing, Refer to and PENS Fes'-; LOAD NOT T❑ falls•the latest edition of BC (Bulidin0 Component Safety Information,by TPI and SHCA)for safety ?�Q' N F DATE 10/01/14 practices prior to performing these functions. Installer:shot(provide temporary bratlng per ecsl. %EXCEED 40 PSF Unless mated atherrise,cap chord shall have properly attached etruttural heathing d bottom Chard _ No CDEAD PLUS LIVE) DRWG ❑HSCB2X41014 shall have a properly attached rigid ceiling, Locations shorn for permanent lateral restraint f webs ��f� n� shall have hd.In, osl Installed per HCSI sections the Joint or Dert lts applicable.no Appoly plates to each Fnce d I`f�\\Ifl f truss nd pposition a horn hove and on the ions. Deta6e,uMess noted therelse. _ Refer to drawings 160A-Z for standard plate positions. A�� Alpine, division of ITV Building Components Group Inc shell at be responslhle for any deviation from .S AN RW COMPANY this dra•Ing,any Failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, .� Installatlon 1 brating of trusses. �'�C1 O1, A scot an this dra•Ing or cover page listing this dnnwing,Indicates acceptance of professionals 1 V engineering responsibility solely For the design shown. The suitability and use of this drawing '%i 0 \fy4.' >t` DUR, FAC. 115/1,25 for any structure Is the responsbRlty of the Building Designer per ANSI/TPI I Sect EarBh City.MO 633045 ALPINE,wrralpineltr.con Information see ew—tpinstorgl general w—loci dust y.argleICG r•wlccmfworg /%y�//fff 10NA1. \\\\\\\`\ SPACING 24� STRONGBACK BRIDGING RECOMMENDATIONS BurrsTRGNGeAcx ►All scab-on blocks shall be a minimum 2x4'stress graded lumber.' BPoDGNGTOGETHEt ►All strongback bridging and bracing shall be a minimum 2x6'straw graded lumber.' • ' 4.-0" ►The purpose of strongback bridging Is to develop load sharing between' Individual misses,resulting in an overall Increase in the stiffness of the W-0'W SCAB ATTACH SCAB WrTH 10d BOYJGUN floor system. 2x6 strongback bridging,positioned as shown In details, (0.1287cln NAILS IN2 ROM AT III O.C. IS recommended atiD'-0.O.C. max. NOTE: IN LIEU OF SPLICING AS SHDWN,LAP .. ) STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL ►The terms"bridging'and'bracing'are sometimes mistakenly used NOTE: Details 9 and 2 are the referred attachment methods interchangeably. 'Bracing"is an important structural requirement of ATTACH I�ONGBNXTO any floor or roof system. Refer to the Truss Design Drawing(fDD)for WEB Wr(s)10d COMMON O the bracing requirements for each Individual truss component. (0.14r)M NAILSOR(4)10d 'Bridging,"particularly'strongback bridging"is a recommendation for O QO1JN(°'1 °'O�N� a truss system to help control vibration. In addition to aiding In the distribution of point loads between adjacent truss,strongback bridging serves to reduce'bounce'or residual vibration resulting from moving point loads,such as footsteps. o° ° The performance of all floor systems are enhanced by the installation of strDngbadk bridging and therefore is strongly recommended by ITW Building Complaints Group Inc, ° STRoNGBACKBRMNG SPACING REWIREMINM Up to 10 New For additional Information regarding strongbadk bridging,refer to BCSI ICY to 20'1 mw at ranl®rd (Building Component(2)10d COMMON(0.148x8.0')OR WtoS 2 rms 1 at wh po Safety Information). BON/OUN(0.128WIM NAILS ATTOP 24(MINIMUM)STRONGBACK, 80'm493rms Iat each Y ' AND BOTTOM OF W SCAB-ON BLOCK. RESTRAINED AT EACH END. Otor40'SpawrmauflUmm ' ATTACH STRONGBACKTOBLOCKW/ (3)10d COMMON(0.148W.Cr)NNL8 OR (4)10d BOXIGUN(D.128 x3(r)NALS. o °o o 0° Z ATTACH STRON� ' TO BOTTOM CHORD WIN STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES (2)#'o-3'eCREm . ttltllOJlrl/ 'nun ngw m n irnoo corro bi Jab n.m>toic..wcWw,bu u ad randy. Rea to ooa au..a®(awamg ;�.``��a,{'�— i ��ii Component 9del Idormntl.a h7 TPl^��)Ira.efotY Pn.11cm prior t.Palms th,.tjm.u.oa md.11m.ou V TC LL PSF REF STRONGBACK 7wNd�tempnrort tnmy p^r KM U.len noted ntt.r.L.,top.herd.tell noon pr°paly.ttedmd.ti„dor.t paml.and .��` rEN TC DL PSF DATE 2 28 11 zRM I totlom otord.ran h.r..prvp.ru otle.h.d rtdld..W.& la.tt.0.h_for p.rm..mt Inta.l_Uol°l oI.ol°.hell non _ Q' �v S� ,'� / / l°n.l.y I_",W par B=.souse.m"M7. B..tht.Job'.`e°m.l rat.,ply.for m.r.id.rmnll.a ` SV Ag2 BC DL PSF DRWG STRBRIBRO211 "nfP°f17AM" PtntrO�COPY Or Y�DsvcN Y0 Q8fAWMON COM A17T°k N r m c.mp®mt,mwp m..(r l.bri .hel not b' C LL PSF a.wny r..p.nem.ror ooy d..leu.n from tm.de.kgp,nnY mmr.a hma .:✓L a�Poti�40wtc �•t n..to..m.rm.e...tth TPf,.r fhr..tmy bend ny.htpphr{,In.tdlly a molly nr inns. ltfBCO..nn..mr pl.t.. y9t if rand. d pn/re/rd0�p'.M/a/p�stlf�da tp.d.11/40/50(i/►/M.9)wl••A-L Apply plate.L....h fm.or trno.. i f e�.n.a..m..o.h.n-d on 7.lot now. /,! T6TE OF OT. LD. PSF w tw.ar..ly a...er pg. ty t...e.ep�.ee.na>a°fe.d.mt htut to for tb.b.— t s.T1. W. .m o..d ttu oomp.n.nt t°r.oy h ty tta ewldly :rl �O (� L �� DUR. FAC. 1.00 m-riW:...mhq•.om YPI:map .L tnrom; u:.....hdnmr.aY.am:tcc,..�..w...a � p� i � ` SPACING - �eprruurftlttaty� , L ..�� HANGER SCHEDULE muss snum�o xomn saaus x�x""�uma xa u01:.�iwaYa•. OB'-B'ELEV. APPROVED APPROVEDASNOTED 0 REVISE$RESUBW 13 REJECTEDIRESUBMIT ©a.n.T Vi a'-a m B g [3140TREVEWED• rAFORYOURINIKIR,'NAYIO:d Submittals eye reviewed for elmormaw fr,t, design Intent and ggeeneral compliance with the Contract Documents only. L 39'9" L Notatbns Do Nat Authorize Changes to Contract Sum. 27'10" L Apprcvet comments and/or corrections does not relieve the '� P i �'w ,A Contractor from complanca with the Contract Documents.The U ` sa�T d ] oR.Bui taro ,. oeumi Rusoe to Contractor Is respopsible fur confirming and correlating all E� E�sw�Eo ,.ra,_,a .aE,a,.� t quantities, dlmansions. telemnees. clearances, fabrication nB w own r E°R P—T xEsvxr 4BJ1 4 3 4BJ1 .� praesseS,techniques and sequences of construction. °Np°°0W1 Wy1PU55=- sawx roc a•- uxtrsa xorm campatibilhy of materials and met. 's,coordination of air APPROVED RUSS•NC OR BY BU T work with oth4L2er trade,and subcontractors,pedann of Pwwe xCUT TOP MD od aoROB ro SBLB Ix �II with the Contract Documents. 6 �[L, 1 4- ra 0 T I By BJ, BJr �; 1' — O"BRG. BJ3 B ux,E.s x m O7HERWSE BJ9 5 TYPICAL TRUSS END xu vawo u 2e ne—T xs xmm,. DO xor aT m xmR muses nrxour f0 arxaaasriox mox nos oma. mu una xusr eE xonrcn mran ro own a swruwr or FT3 xxr onaw auvuRRm•xo/ox wssow Peas. � .� xo BMIOIIJt69 Tmc BE 04 WARNING xaosEo. m a 2. cTz O 12 o O ^1 © © © oo A01 FT9 ro m "o 17.3" m NOTE FT11 C. M go mxa.a"x.a .� axm APPROVAL SIGNATURE O „wmo�« gem Vs :a .w cox.----- . o,ra sss.nrou,un xmrc, aJs O HJ3 - as BJI ® sr r lE SEN N m Bal E E ESP a CT L01 BOIGB R A N E Y COMPONENTS, �2D'a' I LLC 1118' 21'8" 1 cRovuw�n. E ' S s� PNC ssx-4xa 1 • E-HNL•Tru.W ml i t Nr HortOn [ : 101 Creekside 60 H� ' HANGER SCHEDULE �AM-OV983 '' 1APPROTIRSN .0� 0®REVISE&+RESUB4UyY PHRIECTCOPIESUBMT ®RDIMEUlEWED AFCMYOURIMMITIMMD.0 Sabmidais era reaiowed for commmanue,*!n, design intent and.general compliance with the Contract Documents only. VL c Woiatioas Da hotAuthodze Changes to Contract sum. « AIx 3s a t Approval,comhlants and/or corrections doss riot relieve the °""�"`"� '" `�`NA 1 o t _ 27�10" mm,r,wlm Asa a-ID i°mB rilwewaE e�Nrssnar r 7 1G' Contractor from compliance with the Contract Documents.ThIe •�� Contractor Is respopsible for confirming and correlating all �u- �� I a quantitiesT , dimensions, tolerances, clearances. fatvicaton APPROVED Mo ANCHOR BY BULOM processes,techniques and sequences of construction, x,4 uuoHue Tor AND Borrow cxonos 4 3 4BJ1 P q PLUMB M OVERNANC 4aJ1 compaiihility of materials and mat 's,coordination c lair a12 2�tieaAracterS-puA e 7 m work In a%MA'and satistaclory manner and ton fu aMance �- m A- to with the Contract Documents. � � cs N G R HJS E C:Sill Gti U° } ` UNIII MEO J3 OnHERN15E HJ3 HJS TYPICAL TRUSS END BJ$ ALL�—.rz..'...—T Ar BIONt D W 00 NOT 0,OB AUFA 1xU5A WM00T AeMO101'TO ixON MR lllpl✓• Txu ama wsr a xoT�B tnrNw Ir wit r'sx>PumT a io �xr Dxe.ac°�iwm WARNING FT3 a F 9 O mO4xom�w°xa im'°"'i x.�m. '2" © T > A01 ®m © © m NOTE „�RTD„#.rDNDD�D+ nl FT9 m .N -inn rn m mHOORCwrD°Ixo.maw,ar' ucnvat0wmnarzuv n 173" IN FTII 52 m n.mwON ®`°^ a uvL°a1°m ixiD.�m> mmmIT ml""inu ,snomv+��rz��nN�,�"Pruwl ue O APPROVAL SIGNATURE .ma r°unrc r�u Ammer. ,I A°DmD:A,mx x,MDme°�M nmDA,w, VS O.vam.na n Au mmmw,Ax°tnb9,mA room rN.,mmla�Dor ma 1�0.,mlE O V4 w.0 Nww„Nm AmmN'a Md• cV',mi.��leto r i�nm e.nw BJ5 _ aTA BJ3 ,eaulm rwssr wrz sa,n.,f aJ1 Y BBa { � 1 N BBSGB R A N E Y cm78. zt'e" COMPONENTS, Jll— LLC 1 - I..BO He..—BIr6 L ONOM,N n_at•»a 0[y t--11.4" FAX 1]]�Im�]x]�Z I ANNEN 6' L vE-4pDA�L'Y"I'lm —18' - eta" Urt Horton. •, ��. '..a ,?' 0: 101 Creekside