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HomeMy WebLinkAboutTRUSS SCANNED BY at,Lucie Cows V RANEY COMPONENTS Cover Sheet aney 19900 Independence Blvd. Order# Groveland,FI 34736 JOB#36CS00057 omponents,LLc one:(352)429-9429 * (352)429-0304 ' Fax:(352)429-7429 Printed:Tue, May 29 2018 Job Information. Address: Customer Name: FOR Name and License Number: I Creekside Lot 57 DR Horton 8708 Cobblestone Dr Descrl tlon: City,State,Zip: 4EG W Galen-2432"H"OL Fort Pierce,FL —Loading Information: Roo!beads: Floor Loads: TC Li e: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: I 0 7 0 10 40 10 0 5 Bldg, de: Wind Std: Wind Speed: Bldg.Useage: Building Type., Wind Type: FBC 017 RES ASCE 7-10 160 Residential-CAT II C MWFRC&C&C w/M Page or sheets covered by this seal from:1 thru 44 Total 44 DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO 1 Al 2 A2 a A3 4 A4 5 AS 6 A6 7 A7 8 A8 A9 10 A10 11 All 12 Al2 3 Ell 14 62 15 BJ1 16 13J3 BJ5 18 EJ5 19 EJ7 20 CJ5 OJ7 22 MVl 23 MV2 24 MV3 G MV4 26 4M1 27 4BJl 28 4BJ3 9 40J5 30 FTl 31 FT2 32 FT3 F174 34 FT5 35 FT6 36 FT7 7 FT8 38 F179 39 FG1 40 FG2 1 4EJ3 42 4CJ3 43 4132 44 4D1 I i . n I �Digitally signed by Manuel Martinez � ON:c=US,o=ldenTrust ACES Business - r Representative,ou=M AND EASSOCIATES BYVA,cn=Manuel Martinez, 0.9,2342,19200300.100.1.1=A01 098000000 1484CFEIFE9600002111' 04' ` art i n e�Z Date:201845.2911:23:35- 00' 04718.2 Cd' Y Adobe Acrobat DC version:2015.006.30418 Iva '.: '. STAT 014 r V _ F0 40 015A38 FF 5B 818D 813 7F48 00 99 2E 85 F8 Elit nl tQd lad6y6Aaz3 Aarttrtrs Pfti.' Ec047IR2anthdaAZWab z TiCOP ?I gv^latsacrr�3�cr�' eo:crimma�atcmd�st��aivtt I mad ii^.esfSA.�a��¢nticaecm9c r:sa.,.t�m-YsrNicar sra7c�ectrmnk Ilii caxcins. i I I Page 1 of 1 I Job Number:36CS00057 Ply_1 SEQN:684346/T9./COMN 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty:3 FROM:GLM DRW: Truss Label: Al Wgt:186.2 Ibs 1- / -.. 05/29/2018 1819"174 7713 '2"2 14'10"4 16'10" 1'11°1 26'0"9 33'8" 7'7"13 6'8"2 1'11"1 7'2°73 777 Fm5X6 ry3X4E C'143X4 12 5 p g3X6 g5X6 * CID H n io i� B3X6A(A1)B I 4X4(A2) 35 P O N M L K J 1112X4 m4X6 ®3X4 w3X8 ®3X4 m4X6 t12X4 SEAT PLATE REQ. 33'8" T6 45"15 2'6"12 2314 23"4 2'6°72 4515 7'6"1 12' 14'6"12 16'10" 19'1°4 21'8" 26'1"15 ♦Maximum Reactions Ibs Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ( ) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in foe Udell U# Loc R /U /Rw /Rh /RL 11 W TCDL: 7.00 Speed: 160 mph PF NA Ce:NA VERT(LL): 0.153 L 999 240 B 1327 1636 /714 /- /255 118.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.418 L 999 180 1 1263 1598 1653 !- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.057 J - - Wind reactions based on MWFRS EXP:C HORZ L 0.106 J - - B Min B Width Re 1.6 Des Ld: 37-00 Mean Height:21.79 ft )' q 9 Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= - NCBCLL:10.00 P TCDL:42 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL:5-0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0-527 Load Duration:1.25 MWFRS Parallel Dist:h12 to h TPI Std:2014 Max BC CSI: 0.579 Bearing B requires a seat plate. Spacing:24.0" C&C Dist a:3.37 ft Rep Factors Used:Yes Max Web CSI: 0.876 Loc.from endwall:not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply i(Ibs) GCpi:0.18 Plate Type(s): Chords Tens-Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 A-B 23 0 E-F 1190 -1661 Lumber B-C 1541 -2630 F-G 1197 -1661 To chord 2x4 SP#1 C-D 12(7-1934 G-H 1244 -1935 P D-E 1230-1922 H-1 1594 -2645 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Hangers/Ties Chords Tens-Comp. Chords Tens: Comp. (J)Hanger Support Required,by others B-P 2365-1329 M-L 1696 -872 Wind P-O 2361 -1328 L-K 2376 -1355 Member design based on both MWFRS and C&C. � " O-N 2361 -1328 K-J 2376 -1355 �, <1 N-M 1695 -881 J-1 23811 -13% Maximum Web Forces Per Ply(Ibs) Webs Tens-Comp. Webs Tens.!Comp. � '. ' 00 P-C 300 -17 M-G 507 -664 C-N 487 -715 G-L 4531 -212 N-E 451 -199 L-H 535 -731 a E-M 505 -662 H-J 3041 -30 ST ATE F F-M 1269 -922 A x + ON Ste(" 40 01 SA38 FF 58 91 BD BB 7F48 00 99 2E95 FED Stitt item him bx to alatlm 4ta"y%4ncd c>d sarafedb}?un,m lmartinw, � (Et„64e.G3r3H3{aci UtaeSatc shaWa nCma�ti'��3SHAi iem�aEsas�ia, 'tsd,tgti�a�tforstloc�^off-i-mae�me�e39s8ar'se�;mdcanlnd ara6 tice.,'..eW.S arsRbent�nt�ar�x7a ntnt xmxkt3MExat asrq�actmrde ast<ins: "`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ""'IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an7'SBCA)for safety practices prior to performing these functions. Installers shall provide temporarryV bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefiy I attach etl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg inslalled per BCSI sections B3,B7 or 8610, dI one t§tie as applicable. Apply plates to each face.of truss and position as shown above and on the JoinfDetails, unless noted otherwise. f2efer to l drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildintt��Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1,or for handlingf shippin7,installation and bracing of lrusses.A seal on this d9awing or cover page., listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui bility I 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'ob's general notes page and these web sites:ALPINE:www.al ineftw.com•TPI:www. iristo ;S6CA:www.sbcindu .com:[CC:www.iccsafe.o ' I � c � Job Nu ber.36CS00057 Ply:1 SEQN:684344/T451 COMN 4EGB- len-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty: 1 FROM:GLM DRW: Truss Ibei: A2 Wgt:186.21bs .. / ... 05/29/2018 18'9"1 7T '2 13 "2 14'10"4 16'10" 1'11°1 26'0"9 33'8° T7"13 6'6"2 1'11'1 7'2"13 77"7 Fa5X6 �3X4E C'o3X4 12 5 p 0003 35X6 v g3X4CD H MW(At)B i®4X4(A2) P O N M L K J 912X4 m4X6 m3X4 M3X8 m3X4 a4X6 192X4 i SEAT PLATE REQ. SEAT PLATE REQ. 33'8" 1' 7'6"1 4'5"15 26"12 23"4 1 2'3"4 2'6"12 4'S"15 T6"1 7'6"1 + 12' + 14'6"12� 16'10"r 19'1"4+ 21'8" + 26'1"15 + 33'8° Loadir Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 1 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in too Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.152 N 999 240 B 1326 /635 /714 I- /255 /8.0 BCLL: ! 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.417 N 999 180 1 1264 1598 1653 /- /- 18.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.056 J' - - Wind reactions based on MWFRS EXP:C HORZ TL 0.105 J - - B Min B Width Re 1.6 Des Ld 37.00 Mean Height:21.79 ft ( ) q NCBC I :10.00 g Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 1.5 TCDL:4.2 psf Bearings B&I are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.523 Bearings B&I require a seat plate. Load ration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.573 Spacinl':24.0" C&C Dist a:3.37 it Rep Factors Used:Yes Max Web CSI: 0.876 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 A-B 23 0 E-F 1189 -1659 Lumb°r B-C 1540-2628 F-G 1195 -1659 To c rd 2x4 SP#1 C-D 1205-1932 G-H 1243 -1933 p D-E 1229-1920 H-I 15BB -2637 Bot ch rd 2x4 SP#1 Webs x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Memb r design based on both MWFRS and C&C. B-P 2363-1328 M-L 1694 -871 P-0 2359-1327 L-K 2367 -1349 O-N 2359-1327 K-J 2367 -1349 go . 7 N-M 1693 -879 J-i 2372 -1350 eAeew� e �'- Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. NO 0471 P-C 300 -17 M-G 507 -664 C-N 487 -715 G-L 452 -211 ft N-E 451 -199 L-H 530 -724 E-M 505 -662 H-J 301 -28 S TAT r F-M 1268 -922 ION SERIIAL A' 4001SA38FF558180 B37F4900992E85 FB rhts iternBasboa%tivaronkmWvpad and lad by maw*lMnrttnes. FE(A..LkeNT.tt-[lj on thedars Shawn abam wMSaSKk1 ,sn6cass�sanitt.. aTtkAVA'Wir dd,a sdacraMM-A arm not assniared sigmadsn9 smakd aasd tFc..=..'fa'»*. entit�sc�aec ie nsse� f:�S an amp�r_teaovb- copies. "WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Comp anent Safety Information,by TPI and'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary �rlrey bract per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attach d rigqid cei!inq Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,137 or 610, tJpt r rrtrt/s.tar as ap licable. Apply plates to each face.of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to /, drawl s 16DA-Z for standard plate positions. Alpine,a division of ITW Buildin�LComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss i conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drrawing or cover page., listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and a of this �awmij for any structure is a responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far mo information see this'ob's eneral notes a and these web sites:ALPINE:www.al inedw.com;TPI:www. inst.o -SBCA:www.sbdndu .com ICC:www.iccsafe.o i I � t Y Job Number:36CS00057 Ply:1 SEQN:634353/T6/HIPS 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H*OL Qty: 1 FROM:GLM DRW: Truss Label: A3 Wgt 168.0 Ibs / ... 05/29/2018 � I 7'7"12 '2"2 15, 18'6" 25'5"14 6'"4 33'8" 7'712 6'9"14 3'8" 6'9"14 7'7*12 .15X8 --5X6 E F 12 5 © ','3X6 g3X8 �3X4C0 G H 63X4 CID (a) (a) m m3X6(A1)B lm3X6(A1) _ A J P O N M L K 012X4 m4X6 =3X4 m3X8 =4X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 33'8" 7'6" 4'6" 3' 36"4 3'1"12 4'6" Te" 1 7'6" 12' 15' 18'6"4 21'B" 26'2" 33'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TOLL: 20.00 Wind Sid: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in foe L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: , 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.144 N 999 240 B 1325 /637 /727 /- 1243 /8.0 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.392 N 999 180 1 1325 /637 /727 /- /- 18.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.057 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL):0.107 K B Min Brg Width Req= 1.6 NCBCLL:10.00 Mean Height:21.41 ft Code/Misc Criteria Creep Factor.2.0 1 Min Brg Width Req= 1.6 TCDL:4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.540 Bearings B&I are a rigid surface. Soffit 2.00 BCDL:5.0 psf Bearings B&I require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.606 Spacing:24.0" C&C Dist a:3.37 it Rep Factors Used:Yes Max Web CS 1: 0.423 Loc.from endwall:not in 9.00 ft 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:17.02.02.1208.15 A-B 23 0 F-G 1269 -1875 Lumber B-C 1619-2632 G-H 1245 -1898 C-D 1250-1895 H-1 1618 -2632 Top chord 2x4 SP#1 D-E 1274-1883 I-J 23 0 Bot chord 2x4 SP 91 E-F 1261 -1674 Webs 2x4 SP#3 Bracing Maximum Bot Chord Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens:Comp. member.Or 1x4"T"reinforcement.80%length of web member.Same species&SRB grade or better, B-P 2367-1361 M-L 2363 -1387 P-O 2363-1361 L-K 2363 -1387 attached with 8d Box or Gun(0.113")(2.5",min.)nails ,sx MA 6"or. iz O-N 2363-1361 K-I 2367 -1387 N-M 1671 -876 Wind Member design based on both MWFRS and C&C. e*� Maximum Web Forces Per Ply(Ibs) No 8 Webs Tens.Comp. Webs Tens. Comp. P-C 312 -16 M-F 429 -256 ' C-N 527 -753 M-H 530' -758 E-N 427 -215 H-K 314 -17 STATEE-M 189 -183 00 ON I � SOVAL; 90 01SA38 FF 558180 EBB 71`48 00 992E-95 Fri 7$�1IQ2ni�ta4lpCGY6 clLctron€ pa�IfCd st$ttld�f�tL"8t rdUftPd{n.Y. ?£(�i..tiC.ffiA73S3.1 cntF.ie da2c sltswaaCtl.�4r.�nga5, i ' ca�3af+z. 2v�tadc� �it�dnrr,.sazsiarm tlotaanidivnd 3da�and salad aTld 2frk.,"iiAn'36fit�a4fes&Ctxd6 tPC.5tt3A'z^vYfaed Clk aas3*dcxtimr3s flryitlS. "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Componengt Safety Information,by TPI an r�SBCA)forsa>Pety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise, fWefer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildingq Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the 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 professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst.o ;SBCA:www.sbcindu .com:[CC:www.iccsafe.o Job Nu'1b -36CS00057 Ply:1 SEQN:684348/T3/HIPS 4EG6 IIalen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty: 1 FROM:GLM DRW. Truss Label: A4 Wgt 166.6 Ibs / ... 0 512 9/20 1 8 I 77"12 '2"2 16' 18 25'5"14 "4 33'8" T7"12 6'9"14 388"" 6'9"14 77"12 a5X8 =5X6 E F 1 I 12 5 �3X6 93G6 g3X, H I�Z3X4 co f— ro (a) (a) =3X6(A1)B I —3X6(A1) g_'.i A O N M L K J iM2X4 =4X6 =3X4 =3X8 =4X6 1112X4 SEAT PLATE REQ. 33'8" 7 L1' TV 4'6" 3' 36"4 1 "12 1 4'6" 7'6" r 7'6" 12' 15' 18'6"4 21'8' 26'2" 33'8" I Loadit Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.144 M 999 240 B 1327 /638 /727 /- /230 /8.0 BCLL:' 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.394 M 999 180 1 1263 /600 /666 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.057 J - - Wind reactions based on MWFRS EXP:C HORZ L 0.107 J - - B Min B Width Re 1.6 Des L � 37.00 (T )� � q Mean Height:21.41 ft Code I Misc Criteria CreepFactor.2.0 1 Min Brg Width Req= NCBC L:10.00 TCDL:42 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.554 Bearing B asea rigidsurface. Soffit: 2.00 BCDL:5.0 psf Bearing B requires a seattplate. Load I ration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.615 Spacir 24.0" C&C Dist a:3.37 ft Rep Factors Used:Yes Max Web CSI: 0.433 Loc.from endwall:not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 A-B 23 D E-F 1264 -1679 Lumb r B-C 1632-2636 F-G 1284 -1881 Top c ord 2x4 SP#1 C-D 1265-1900 G-H 1260 -1894 Bat ch'rd 2x4 SP#1 D-E 1288-1888 H-1 1659 -2652 Webs x4 SP 93 Maximum Bot Chord Forces Per Ply(Ibs) Braci g Chords Tens.Comp. Chords Tens. Comp. (a)Co tinuous lateral restraint equally spaced on B-O 2372-1419 L-K 23B4 -1421 memb'r.Or 1x4"T"reinforcement.80%length of O-N 23157-1419 K-J 2384 -1421 web tuber.Same species&SRB grade or better, N-M 2367-1419 J-1 2388 -1421 attachd with 8d Box or Gun(0.113"�Q.S",min.)nails M-L 1676 ��6 -936 9oI s Han /Ties - Maximum Web Forces Per Ply(Ibs) (J)Hal lger Support Required,by others Webs Tens.Comp. Webs Tens. Comp. Winds - O-C 312 -16 L-F 431 -268 wo A C-M 526 -753 L-H 558 -776 Member design based on both MWFRS and C&C. — 0vo sue „ E-M 427 -217 H-J 318 -25 a " „ . E-L 190 -183 I S VIA EMA 40 01 SA38,Ff 50 8180 613 7F 49 00 99 2E 95 FB rh41tAM has bxmmlezir 0liim9d W16 acaladbyMasvar Ml ttinns, ?E(4L.Lk.ML7ta21 m t'cd.ate shcatn abem tr.Lq a516A 3 antl�entka: auda.. irlatvd4"0fd1k dmu Amin S.tamddmd ramd=Ind vxd true.".KUl—Ili timtmr�de ms.t be arti Ld m wld"twrk cwlat. 'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss require extreme care in fabricating,handlingshipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Comp vent Safety Information,by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rrrrey: bracinpp'per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, Dnr ronents ur as ap Rica a. Apply plates to each face of truss and position as shown above and on the Joint'Details, unless noted otherwise. (Refer to 7 drawi gs 160A-Z for standard plate positions. Alpine a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawin any failure to build the truss i conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drrawing or cover page _, listin II his drawing indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitbility and L se of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPi 1 Sec.2. Far mor information see this iob's general notes page and these web sites:ALPINE:www.al inedw.com;TPI:www. inst.o ;SBCA'www.sbcirvdu .com•[CC:www.ictsafe.or II r r Job Number:36CS00057 Ply:1 SEQN:684333/T171�RW/ 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty: 1 FROM:GLMTruss Label: A5 Wgt 166.6 Ibs ... 05/29/2018 I 1"1'12 13' 20'8" } 26'0"4 _1_ 33'8" ; 77 12 5'4"4 7'8" 5'4"4 7'7"12 v5X8 a5X6 D E 12 5 p 103X4C F�3X4 rn m m4XI(A2)B L"G 4X4(A2) L K J I H 1 112X4 �3X6=3X4 =5X8 112X4 SEAT PLATE REQ. 33'8" TB" 4'6" 1' T6"4 57"12 7'8" 76" 12' 13' 20'6"4 26'2" 33'8" I 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/dell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.141 J 999 240 B 1327 1640 1736 /- /202 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.386 J 999 180 G 1263 /602 /674 i- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.056 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL):0.103 H - - B Min Brg Width Req= 1.6 Mean Height:20.99 it Code/Misc Criteria Creep Factor:2.0 G Min Bing Width Req= NCBCLL:10.00 P - TCDL:4.2 psf Bearing B is a rigid surface. Soffit 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.571 g P Bearing B requires a seat plate. Load Duration:125 MWFRS Parallel Dist:h12 to h TPI Sid: 2014 Max BC CSI: 0.527 Spacing:24.0" C&C Dist a:3.37 it Rep Factors Used:Yes Max Web CSI: 0.453 Loc.from endwall:not in 9.00 it FT/RT:20(0)/l0(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:17.02.02.1208.15 A-B 23 0 D-E 1374 -1867 Lumber B-C 1645-2604 E-F 14111 -2068 C-D 1422-2075 F-G 1659 -2621 Top chord 2x4 SP#1 Bat chord 2x4 SP 91 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Hangers/Ties B-L 2337-1427 J-I 1863 -1087 (J)Hanger Support Required,by others L-K 2333-1427 1-H 2350 -1429 Wind K-J 2333-1427 H-G 2354 -1430 Member design based on both MWFRS and C&C. -„ 0#*&i* yM Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens..Comp. " �' L-C 248 -18' I-E 470 -231 " C-J 395 -546 I-F 417 -570 D-J 469 -208 F-H 2561 -31 a> D-1 178 -173 STATE x ` . � .�ON y 4001SA38r-F!iBBIBOBB7f48CO992E85FB i 11A Item hwh Rx«n altCir sumad md=fadby taw m k4arttrwz, � ttc.947IS21 an the daw shown abaim using a SHA•a I sat3hen+.tcaame,¢a:9a. I � Prtaled coptesoftfi%tirxc:rmr zto cot ccnvd& d eng szolad. and eras aauthcn�as3evsea9e nt�t Ca rsrified�amyet«tmn#c , cwo.— "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingA shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building ComponentSafety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary atrzeta bracing per BCSI.Unless noted d-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 10, as applicable. Apply plates to each face.of truss and position as shown above and on the Join f Details, unless noted otherwise. kifer to omtn"ntJtts ur 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 ANSIIi PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drrawing or cover page_, listing this drawing indicates acceptance of pr)essionat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes a and these web sites:ALPINE:www.al ineitw.com;TPI:www. irist.o •SBCA:www.sbdndu .mm[CC:www.icesafe.org ICI � t � Job Nu ber:36CS00057 Ply:1 SEQN:684357/T11/HIPS 4EGB- alen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty: 1 FROM:GLM DRW: Truss Label: A6 Wgt 166.6 Ibs / ... 05/2912018 77"12 13' 20'8" 26'0"4 33'8" i r 77"12 + 5'4'4„„, r. TB" ,, 5W4 77"12 o5X8 =5X6 D E T it 12 5 p F\ 03X4C 3X4 m o� in m4X4(A2)B (A2) A ::�-4X; l M L K J I 102X4 =3X6=3X4 =5X8 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 33'8" J 1 76" 46" 1 i 76"4 L 5712 1 76" 7'6" + 12' 13' 20'8"4 T 262" T 33'8" Loadi Ig 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 too Udefl U# LOG R /U /Rw /Rh /RL /W TCDL:' 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.141 K 999 240 B 1325 1639 1736 /- /216 /8.0 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.384 K 999 180 G 1325 /639 /736 !- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.055 1 - - Wind reactions based on MWFRS Des L 37.00 EXP:C HORZ(TL 0.103 1 - - B Min Brg Width Req= 1.6 d )� Mean Height:20.99 ft G Min B Width Re 1.6 NCBC :10.00 Code!Misc Criteria Creep Factor:2.0 r9 q= TCDL:4.2 psf Bearings B&G are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.552 Bearings B&G require a seat plate. Load C I iration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std:2014 Max BC CSI: 0.523 Spacin :24.0" C&C Dist a:3.37 ft Rep Factors Used:Yes Max Web CSI: 0.439 Loc.from endwall:not in 9.00 ft FT/RT.20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) j GCp!:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 A-B 23 0 E-F 1402 -2061 LumbdI�� B-C 1632-2599 F-G 1632 -2600 Top cherd 2x4 SP#1 D-DE 13 0-1861 G-H 23 0 Bot chbFd 2x4 SP 91 Webs A4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Membe design based on both MWFRS and C&C. B-M 2332-1369 K-J 1858 -1027 1 M-L 2329-1368 J-1 2329 -1394 L-K 2329-1368 1-G 2333 -1395 MAIJJS � s Maximum Web Forces Per Ply(Ibs) . � Webs Tens.Comp. Webs Tens. Comp. No 047102a M-C 248 -17 J-E 468 -216 e ` C-K 396 -547 J-F 400 -553 D-K 469 -208 F-I 252 -18 D-J 176 -172 ' STATE OF N WS O . SERIAL* 40 01 SA38 FF 5B 81 BO 813 7F 48 00 99 2E 95 FS u��� ��etr at�dr�rulartfinas, PE(R.trs.eartszf an 13hz&%:,SIMM*QW tr�16 a SN�i aL"L}iadit3q$taSA TC�iA. nbud ccpawofmh docc.=scrA=notcOW&Xod sig x-d aaaiad and 1he SFPaat an a4stvnaodanwif ba *U9,1a:4oamycladmnk- � mi:luz I —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse reqquire extreme care in fabricatingg handlingA shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Compo enf Safety.Information,by TPI and'SBCA)f-or safety practices prior to performing these functions. Installers shall provide temporary cryrey. bracing er BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a properly attache ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 10, nr ronents,i,r as appij able. Apply plater to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to t drawin 160A-Z for standard plate positions. Alpine,�division of ITW Buildin�LComponents Group Inc.shall not be responsible for any deviation from this drawingg 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 his drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and u le of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more Information see this'ob's general notes parte and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst.o ;SBCA:www.sbcindu .com;]CC:www.ic safe.o L 7 Job Number:36CS00057 Ply:1 SEQN:684361/T13/HIPS 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty: 1 FROM:GLM DRW: Truss Label: A7 Wgt:169.4 Ibs / ... 0 5/2 912 0 1 8 77"13 11' 16'10' 22'a" 28'0"3 338" 77"13 3'4"3 5'10" 5'10" 3'4"3 77"13 1112X4 T D=6 6 E ES BF I} '2 T 5 03X4C G S3X4 cn o = (A2)B Hea4X4(A2) 33 jl P O N M L K J 112X4 =3X4m3X6 =3X8 e=3X6'°3X4 112X4 SEAT PLATE REQ. SEAT PLATE REQ. 33'8" 7'6"1 3'5"15 1' 4'10" 4'10" 1' 3'5"15 7'8"1 1. 7'61 11' 12. 16'10" 21'8" 22' 26'1"15 33'8" I Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(Ibs) i TCLL: 20.00 Wind Std:'ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in too Udefl U# Loc R /U /Rw /Rh /RL 1 W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.161 E 999 240 B 1325 /640 /739 /- 1188 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.437 E 999 180 H 1325 /640 /739 !- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.055 J - - Wind reactions based on MWFRS EXP:C HORZ L 0.102 J - - B Min B Width Re 1.6 Mean Height:Des Ld: 37.00 ht:20.58 ft � )� � q NCBCLL:10.00 9 Code/Misc Criteria Creep Factor.2.0 H Min Brg Width Req= 1.6 TCDL:4.2 psf Bearings B&H are a rigid surface. BCDL:5.0sf Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.534 p TPI Std: 2014 Max BC CSI: 0.502 Bearings B&H require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h Spacing:24.0" C&C Dist a:3.37 ft Rep Factors Used:Yes Max Web CSI: 0.277 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Chords Tens.Comp. Chords Tens.s. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 A-B 23 0 E-F 1623 -2305 Lumber B-C 1661 -2597 F-G 152t -2216 C-D 1526-2216 G-H 1661 -2597 Top chord 2x4 SP#1 Bot chord 2x4 SP 91 D-E 1623-2305 H-I 23 0 Webs 2x4 SP#3 1 Maximum Bot Chord Forces Per Ply(Ibs) Wind Chords Tens.Comp_ Chords Tens. Comp. Member design based on both MWFRS and C&C. B-P 2330-1395 M-L 2001 -1169 P-O 2327-1395 L-K = -1169 O-N 2001 -1143 K-J 2327 -1421 N-M 2001 -1143 J-H 2330 -1421 *e**j Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens: Comp. No P-C 228 -21 M-F 386 -277 We w C-O 345 -448 F-K 367 -240 D-O 387 -240 K-G 345 -448 D-M 388 -278 G-J 228 -22 S.T E-M 312 -355 . � ». 40 015A38FF 5B BI 'BB 7F 00 99 2E 85 FB PE�ii ltarsskivivi�xsrnclact .s�rtes7'asmd sealed 6y rz�rsai rnarttnsx, (a.Lk.9471inj Mi the datesiwurn abom axinga SNA•1 as�ett3catfass�e. I F'umds= edi'tdarccsata=not dsxodSnadmdseehd and tha.5+7R>Z amxthcnYstaAimemda tarast�Ea rrdfi=d rataw�e@ecimr$e- cmim ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING[ '"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating handlin shi ping,installing and bracing._Refer to and follow the latest edition of BCSI(Building Comp onen�Safety Information,byy TPI anr7'SBCA)foi saety practices prior to performing these functions. Installers shall provide tempurattyy rt)ey bracing er BCSI..Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a proppery attache�ripid ceiling. Locations shown for ppermanent lateral restraint of webs shall have bracingg ins�alled per BCSI sections 63,B7 or 810, as applicable. Apply plates to each face:of truss and position as shown above and on the JoinfDetails, unless noted otherwise_ (tefer to om/rvntrrts,air drawings 160A-Z for standard plate posdions. Alpine,a division of ITW Buildinp�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 handlia shipping,installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TP1 I Sec.2. For more information see this I Vs general notes page and these web sites:ALPINE:www.al ineilwxam:TPI:www. irtsto ;SBCA wwwsbcindu .com;[CC:www.iccsafe.o Job N�6,ber:36CS000 77 Ply:1 SEQN:684329!T14/HIPS 4EGBo-2432"H"OL/DR Horton/4EG8-Galen-2432"H"OL Qty: 1 FROM:GLM DRW: l: A8 Wgt:169.4 Ibs / ... OS/29/2018 i I 7713 11' 16'10" 22'8° 26'0"3 P T7"13 �3'4"3 + 5'10" } s'10" 3'4�3 77"13 1112X4 Dab E M6 F T ,2 � 5 g3X4C G Q3X4 "If N =41(A2)B H —4X4(A2) 1 I,r 1I O N M L K J I 112X4 m3X8 a3X(3m3X4 1112X4 SEAT PLATE REQ. 338" T6"1 3'S"15 1' 410" 4'10° 1' 3'S"15 T6"1 7'6"1 11' 12' 16'10" 21'e° 22' 26'1"15 33'8° i Loadt I;Ig Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lac Udefl U# Loc R !U /Rw !Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.161 E 999 240 B 1327 /642 /739 /- /175 18.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.440 E 999 180 H 1263 /604 /677 BCDL:i 10.00 Risk Category:it Snow Duration:NA HORZ(LL): 0.055 1 - - Wind reactions based on MWFRS EXP:C 0.103 1 - - B Min Br Width Re 1.6 Des L i 37.00 Mean Height:20.58 ft HORZ�L) g q - NCBC L:10.00 g Code/Misc Criteria CreepFactor.2.0 H Min Brg Width Req= TCDL:4.2 psf Bearing B is a rigid surface. Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.560 BCDL:5.0 psf Bearing B requires a seat plate. Load I iration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.529 Spacirt :24.0" C&C Dist a:3.37 It Rep Factors Used:Yes Max Web CSI: 0.280 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 A-B 23 0 E-F 1643 -2312 Lumb I`F B-C 1674-2602 F-G 1533 -2227 To cf�brd 2x4 SP#1 C-D 1540-2221 G-H 1677 -2620 P D-E 1643-2312 Bot ch rd 2x4 SP#1 Webs tix4 SP 93 Maximum Sot Chord Forces Per Ply(Ibs) Hangers/Ties Chords Tens.Comp. Chords Tens. Comp. (J)Ha '�er Support Required,by others B-O 2335-1453 L-K 2009 -1196 Wind - O-N 2331 -1453 K-J 2009 -1196 " N-M 2005-1202 J-1 2349 -1456 Memb design based on both MWFRS and C&C. M-L 2005-1202 1-H 2353 -1457 Maximum Web Forces Per Ply(Ibs) g Webs Tens.Comp. Webs Tens. Comp. WA z O-C 228 -21 L-F 386 -272 C-N 344 -447 J-G 357 -466 D-N 387 -240 F-J 396 -246 � D-L 391 -280 G-I 233 -35 STATE OF * E-L 314 -356 ae ON SERIAL* 4001SA38FF5381 BOBB7F4800992E&5FB Sflt lierntats7�matetYr /;dgaedara9 uaiadiry rAarvel Marttrscx ?'£(R.L[s.047LU21 on the dvbelhorm ab¢ umg a 534A.2 €ntieaxP�isaade. r�'rated 4"Of6k e0a AzW aw=r m=ds$gr aZ and maiasf WV t1w SSAx1autiwontitaaseeaczv9e marthhwabd Ma,,d"trnrS rarJor. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses(equire extreme care in fabricatingg handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Compo n[Safety Information,byy TPI an7'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary n4� bracing er BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpefly attache riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, em mnzJftx,u as appli" ble. Apply plates to each face,of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to T drawing 160A-Z for standard plate positions. Alpine, (division of ITW Buildin��iiComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in nformance with ANSI 1,or for handling,shipping,installation and bracing of trusses.A seal on this drawing or cover pathge,, listing t is drawing indicates acceptance of professional engineering responsibility solely for the design shown. The su' bility and us of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. For more Information see ihis'ob's general notes pacie and these web sftes:ALPINE:www.al ineihv.com TPI:www.tpinst.org SBCA www.st,cindu .com[CC:www.icrwsafe.or i L t Job Number:36CS00057 Ply:1 SEQN:686323/T27/HIPS 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty: 1 FROM:GLM DRW. Truss Label: A9 Wgt 177.8 Ibs / ... 05/29�2318 i 4'9"14 9' 16'9" 24'0"13 31'8"1 338" 4'9"14 4'2"2 7'9" T3"12 77"4 1'111 i�95X8 t=3X4 m5X6 12 D E F m6 8C' T5 p H tz4X4 T 92X4C (a) (a) v r r =3X6(A1)B I � A 1I N M L K J I w5X6 ®3X4 m4X6 m4X12 m4X4 SEAT PLATE REQ. 33'8" �1 9 + 75"8 'f' 52"8 '1 24"13 1. 774 L 11� 9' 16'5"8 21'8" 24'0"13 3118"1 f 336" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# LOG R !U /Rw /Rh /RL ! TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.199 E 999 240 B 1331 /749 /766 1- /168 18:0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.545 E 999 180 1 1259 1717 /600 !- /- 1- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.049 1 - - Wind reactions based on MWFRS EXP:C HORZ L 0.092 1 - - B Min Br Width Re 1.6 NCBCLL:10.00 P Des Ld: 37.00 Mean Height:20.16 ft � )� g q 9 Code/Misc Criteria Creep Factor.2.0 1 Min Brg Width Req= - TCDL:4.2 psf Bearing B is a rigid surface. Soffit 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.645 Bearing B requires a seat plate. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.663 Spacing:24.0" C&C Dist a:3.37 It Rep Factors Used:Yes Max Web CSI: 0.709 Loc.from endwall:not in 9.00 ft 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:17.02.02.1208.15 A-B 23 0 E-F 1599 -2359 Lumber B-C 1761 -2688 F-G 1599 -2359 C-D 1617-2449 G-H 506 -737 Top chord 2x4 SP#1 D-E 1922-2848 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-N 2435-1715 L-K 2861 -1877 member.Or 1x4'T"reinforcement.80%length of N-M 2232-1501 K-J 692 -466 web member.Same species&SRB grade or better, attached with 8d Box or Gun(0.113")(2.5",min.)nails M-L 2861 -1877 J-I 1 -1 @ 6"oc. � e `• Maximum Web Forces Per Ply(Ibs) Hangers/Ties � $m Webs Tens.Comp. Webs Tens! Comp. (J)Hanger Support Required,by others AN F0 `� * 4P C-N 236 -225 F-K 358 416 Wind D-N 373 -104 K-G 1862 -1200 Member design based on both MWFRS and C&C. mw •. D-M 691 -435 G-J 686 -M.•. e M-E 272 -167 J-H 1234 -831 Right end vertical not exposed to wind pressure. s E-K 383 -565 H-I f9 -1278 STATE 40 015A38 Ff 513 81 BO BB 7€48 00 99 M 85 fB Hatt lt°rstYrrsbcerti ek sdynvd sax=z1adby MaOMMztkic3, �€FL.lkC�a.1SE(on�¢daa¢shswn a6are ar�ng a SNTwi aii�iClSttaa3 Cite'IL, � 7stawdlVtmofdll doccazm;t=not a. adsfgnad a9se lad =6lluc%�" zaR#�ent3ca»C�sassJummt s�eN'rc�x�raa-rd=tfo&.' CmCJa3.. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme Dare in fabricatirig handlin slit ping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Componen�Safety Information byy TPI anc7'SBCA)for safety practices prior to performing these functions. Installers shall provide temporarryy of ey bracing per BCSI.Unless noted olherwise,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 bracingq installed per BCSI sections B3,B7 or 610, om icailpnrc rtr as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (Zefer to 1 drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin�!L�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 drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this pawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iods cleneral notes page and these web sites:ALPINE:www.al 1neilw.com:TPI:www. !rrt.o :SBCA www.sbcindu .com:[CC:www.iccsafe.o I s I I Job Nu ber:36CS00057 Ply:1 SEQN:684365/T8!HIPS 4EGB- alen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL City: 1 FROM:GLM DRW: Truss Libel: A10 Wgt:162.4 Ibs / ... 051291201B, I 4'9"14 + 9' 24'8" } 28'10"2 T 3 �1 i 4'9"14 4'2"2 T10" 7"10" 4'2"2 4'9"14 05XB III2X4 =5X8 12 D E F 5 � T k2X4C G g2X4 I 1 =3X6(A1)B H=3X6(A1)A I l N M L K J =3X4 =3X6 =3X8 =3X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 33'B" h1+ 9' + 3' + 4'10" I 4'10" 3' } 9' I 1 9' 12' 1610" 21'8" 24'8" 33'8" I Loadi Criteria(ps0 Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in' loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf.NA Ce:NA VERT(LL): 0.207 E 999 240 B 1325 /751 /737 I- /160 /8.0 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.561 E '999 180 H 1325 /751 /737 /- !- /8.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.059 J - - Wind reactions based on MWFRS Des Ld' 37.00 EXP:C. HOf2Z(TL):0.109 J - - B Min Brg Width Req= 1.6 NCBCL 10.00 Mean Height:20.16 ft Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 1.6 TCDL:4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.630 Bearings B&H are a rigid surface. Soffit: i 2.00 BCDL:5.0 sf p TPI Std: 2014 Max BC CSI: 0.695 Bearings B&H require a seat plate. Load D ration:1.25 MWFRS Parallel Dist:D to h!2 Spacin':24.0" C&C Dist a:3.37 ft Rep Factors Used:Yes Max Web CSI: 0.670 Loc.from endwall:not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) I Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 A-B 23 D E-F 1951 -2851 LumbelI'� B-C 1765-2674 F-G 1618 -2434 Top chid 2x4 SP#1 C-D 1618-2434 G-H 1765 -2674 Bot ch jd 2x4 SP#1 D-E 1951 -2851 H-i 23 0 Webs 4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. MembE design based on both MWFRS and C&C. B-N 2422-1518 L-K 2217 -1325 N-M 2217-1299 K-J 2217 -1325 M-L 2217-1299 J-H 2422 -1544 A. " + Maximum Web Forces Per PI (Ibs Webs Tens.Comp. Webs Tens. Comp. p C-N 243 -227 L-F 704 -484 ', • ', D-N 383 -108 F-J 383 -108 D-L 704 -484 J-G 243 -227 sXk E-L 395 -463 "'" X ' OF 44 �� a I 4001SA38FF5BSIBOB57F4&00992E&5FO Thk It=hza&sem elcrEz x aed WO walm by B64nzzti LUrth ,endsawmzzzie_ tested esra ofiehik dwmwma not aml3 iffald aVned=if=iad 6 e74 a_,IN CA ta C_,4t n=tI tdited on cd XtMU,k . crosJet.. ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses a uire extreme care in fabricating,handlingshi ping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Corr, nqt Safety Information,by TPI and'SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary cri eta bracing er BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attache rigpid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or 610, I as appli ble. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Zefer tour/ tterats rt drawing 16OA-Z for standard plate positions. Alpine, division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing�any failure to build the truss in, nformance with ANSI 1,or for handling,shipping,installation and bracing of trvsses.A seal on this drawing or cover pa e__ listing t is drawingg indicates acceptance of ppro ssrona engineering responsibility solely for the design shown. The suitability and us, of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TP11 Sec.2. For more i onnation see this lob's qeneral notes pacle and these web sites:ALPINE:www.al ineft w.com;TPI:www. inst.o -SBCA:www.sbcindu .com'[CC:www.iocsafe.org I I I L t Job Number:36CS00057 Ply:1 SEQN:686325/T46/HIPS 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty: 1 FROM:GLM DRW: Truss Label: Al Wgt:207.2 lbs .. / ... 05/29{2018 18'8" 1'8"3 22'812 2681 4' '1"14 31 '7' 10114 40 14 114 2299 4 " �8Xa =4X4 1112X4 =H0710=3X4 =4X4 12 D E (TC)2 F G H I TC3 J 5 � �8X8 T ®2X4C W K 2X4 a3X10(C3 NW3 =3X10i(C3H0308 =H03088(G3)B M (C3) Zo 3:1 V U T S R Q P O N =3X4 =6X6=H0710 =4X10 =4X4 =1­10710=6X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 33'8" 6'8"8 h 3'11 - 41"10 + 2� 31114 + 68"8 �1� 6'8"8 10'8"8 12' 210"1 18'11"11 21'8" 131 26'11"8 3T8" 1� 40 2211"10 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.505 F 792 240 V 2989 /1757 /- /- /- /81 0; BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.364 F 428 180 L 2989 /1757 /- /- /- /8:0' BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.099 N - - Wind reactions based on MWFRS EXP:C HORZ L 0.182 N - - V Min Br Width Re 2.5 Des CLLd: 10.00 Mean Height:19.74 ft � ) 9 q NCBCLL:10.00 9 Code!Misc Criteria Creep Factor.2.0 L Min Brg Width Req= 2.5 , TCDL:4.2 psf Bearings V&L are a rigid surface. Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.741 BCDL:5.0 psf Bearings V&L require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.645 Spacing:24.0" C&C Dist a:3.37 It Rep Factors Used:Yes Max Web CSI: 0.529 Loc.from endwall:not in 9.00 ItFT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp, GCpi:0.18 Plate Type(s): Wind Duration:1.60 HS,WAVE VIEW Ver:17.02.02.1208.15 A-B 23 -20 G-H 5663' -9629 Lumber B-C 4129-7007 H-1 5650, -9612 490 To chord 2x4 SP#1:TC2,TC3 2x6 SP#1: C-D 4983-8496 I-J 4031 -6942 P D-E 4983-8495 J-K 4035� -6942 Bot chord 2x6 SP M-26 E-F 5663-9629 K-L 4130, -7008 Webs 2x4 SP 93:W3 2x4 SP#1: F-G 5663-9629 L-M 23 -20 Special Loads --(Lumber Dur.Fac=1.25/Plate Dur.Fac.=1.25) Maximum Sot Chord Forces Per Ply(Ibs) TC:From 55 plf at -1.00 to 55 plf at 7.00 Chords Tens.Comp. Chords Tens. Comp. TC:From 28 plf at 7.00 to 28 plf at 26.67 B-U 6423-3773 Q-P 8619 -5072 TC:From 55 plf at 26.67 to 55 plf at 34.67 BC:From 4 if at -1.00 to 4 If at 0.00 U-T 6370-3712 P-O 8619 -5072 P Pxa BC:From 20 plf at 0.00 to 20 plf at 7.03x �s Wes. T-S 8623-5074 O-N 63711 -3712 BC:From 10 plf at 7.03 to 10 plf at 26.64 S-R 8623-5074 N-L 6424, -3773 BC:From 20 plf at 26.64 to 20 plf at 33.67 R-Q 9660-5693 BC:From 4 pif at 33.67 to 4 plf at 34.67 , TC: 2221b Conc.Load at 7.03,26.64 Maximum Web Forces Per Ply(Ibs) III TC: 169lb Conc.Load at 9.06,11.06,13.06,15.06 * Combs Tens. nsl 16.83,18.60,20.60,22.60,24.60 � We p' Webs Te Comp- BC: 483 lb Conc.Load at 7.03,26.64 � C-U 55 -23 H-Q 415 -457 BC: 126 lb Conc.Load at 9.06,11.06,13.06,15.06STATEv° U-D 549 -144 Q-I 1245 725 16.83,18.60,20.60,22.60,24.60 D-T 2674-1599 1-0 89 -1256 Wind P T-E 885-1243 O-J 2666 -1595 E-R 1243 -728 J-N 552 -145 Wind loads and reactions based on MWFRS_ y F-R 398 -429 N-K 55 -23 y R-H 37 -39 40 015A38 FF 55 8180 BB 7F 49 00 99 2E 95 FIB Y3uitetahutz crt miadW mwA martinis, PEE(M..tft."nag Cfl a S3 j antsca7�eaa'�a.4a. tcd sr�ias�rtai�,2notcraa� xad a�sn$s �ad arat3sWA.a M,41iant;taemz d.M-t ha*miIW.MaWd=tmesk +anzlaa.. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""`IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary Fyn ' bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 61 Q p zrtts ui as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {2efer to tT�' drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIfI PI 1,or for handling.shipping,installation and bracing of trusses.Asea[on this drawing or cover page_, ' listing this drawingg indicates acceptance of pro essiona engineeringg 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"b's general notes page and these web sties:ALPINE:www.al ineitw.com:TPI:www. inst.o ;SBCA www.sbcindu .mm'ICC:www.iasafe.or I S S I Job Nimber:36CS00057 Ply:1 SEQN:6863201 T1/HIPM 4EGB� alen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL City: 1 FROM:GLM DRW. Truss Label: Al2 Wgt:218.4 Ibs .. / ... 05/29/2018 i 2, D1 4'5"12 7' 11'5"5 15'10"11 19' ' -12"� 24'5"13 28'1011 33'8" 45"12 2'6"4 4'5"5 4'S"5 3'1"5 4'3"9 4'4"13 4'95 12 =7X8 =3X4 =3X4 �H07101112X4 =4X6 =5X8 D E F G H I J =6X8K 5 � NN2X4 TC1 C W (a) W � co =3X10(C3 =H030A8(C3)B a - I I I LA1 11 T S R- Q P O N M L =3X4 =6X6 =3X4 4X12=H0710 =4X10 =7X8 1114X10 SEAT PLATE REQ. 33 8" I 1' 6 4'S"5 10" 3'7"3 47"1 1'5"12 4'4"5 4'4"13 6'8"8 I 11'1"13 �12 15'7"3 I 20'2"4 2� 3213 r 293"3 338 2410"13 II Loadi g Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defi LJ# LOG R 1 U /Rw /Rh /RL /W TCDL 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.485 F 828 240 U 2937 11733 !- •/8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.307 F 449 180 L 3196 11905 /- /- !- /- BCDL 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.089 D - - Wind reactions based on MWFRS Des L : 37.00 EXP:C HORZ(TL):0.166 D - - U Min Brg Width Req= 2.4 NCBC L: 10.00 Mean Height:19.74 ft Code/Misc Criteria Creep Factor:2.0 L Min Brig Width Req= - TCDL:4.2 psf BldgC Bearing U is a rigid surface. Soffit:j 2.00 BCDL:5.0 sf ode: FBC 2017 RES Max TC CSI: 0721 9 9 Load uration:1.25 p TPI Std: 2014 Max BC CSI: 0.621 Bearing U requires a seat plate. MWFRS Parallel Dist:D to h/2 Spaci :24.0" C&C Dist a:3.37 ft Rep Factors Used:Yes Max Web CSI: 0.785 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 HS,WAVE VIEW Ver.17.02.02.1208.15 A-B 23 -20 F-G 5403 -9101 Lumb'r B-C 4068-6879 G-H 5403 -9101 C-D 3976-6812 H-1 5403 -9101 Top ct rd 2x6 SP#1:TC1 2x4 SP#1: D-E 5007-8484 I-J 4377 -7373 Bot ch Ird 2x6 SP M-26 Webs x4 SP#3:W3 2x4 SP#1: E-F 5590-9444 J-K 2596 -4372 Brach g Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Cam (a)Co tinuous lateral restraint equally spaced on P- P- memb r.Or 1x4"T"reinforcement.80%length of B-T 6304-3714 P-O 7530 -4486 web rr'imber.Same species&SRB grade or better, attach;d with 8d Box or Gun(0.113"x2.5",min.)nails T-S 6253-3660 O-N 7530 -4486 S-R 8599-50M N-M 4624 -2764 R-Q 8599-5093 M-L 11 -7 Speci II Loads P Q-P 9471 -5623 ---(' mber Dur.Fac=1.25/Plate Dur.Fac.=1.25) TC:F om 55 plf at -1.00 to 55 plf at 7.00 NO 047M Maximum Web Forces Per Ply(Ibs) TC:F om 28 plf at 7.00 to 28 plf at 33.67 mow' ; Webs Tens.Comp. Webs Tens. Comp. BC'F m 4 1 at -1.00 to 4 pif at 0.00 BC:1 20 pif at 0.00 to 20 pIf at 7.03 :: , C-T 48 -19 H-P 431 -460 BC: om 10 pif at 7-03 to 10 plf at 33.67 x T-D 579 -157 P-1 1873 -1094 TC: 221b Cone.Load at 7.03 fti 05 D-S 2697-1628 I-N 1044 -1516 TC: 691b Conc.Load at 9.06,11.06,13.06,15.06 . S-E 845-1131 N-J 3314 -1945 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 "Pt A ��� E-Q 1018 -600 J-M 1620 -2426 38C6 83 Ib Conc.Load at 7.03 * Q-F 313 -260 M-K 5152 -3059 BC: ;�126 Ib Conc.Load at 9.06,11.06,13.06,15.06 '�70 F-P 262 -442 K-L 1868 -3012 17.06, 9.06,21.06,23.06,25.06,27.06,29.06,31.06 . 33.06 Hang / /Ties 40 01 5A 39 EF5381B00137F49150992E85FB (J)Ha ger Support Required,by others 'MU� iM'h�b OkdM*A%VWd Wd&-Zkdbyr "��"`t FE •ttc.a�STEa2l w the eau mwwa a$Ya.m uanga sxwi ae-tdsee�rcatacr� fn. Wind Wind I lads and reactions based on MWFRS. nrsaa"gym ' d-`pa ��a °ds 'a'dsaimd mad ftvWl ASaen za banter t to 3f Eris s�attlar Right pd vertical not exposed to wind pressure- zrus I -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building / COT po en[Safety Information,by TPI anr7'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary J �rfle bracing er BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y �/ attach ' Mid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, onr�sJletlf5.az as appl' 6 e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to f. drawin 160A-Z for standard plate positions. Alpine, division of ITW Buildinh�LComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in"conformance with ANSIlTPI 1,or for handlin,shipping,installation and bracing of trusses.A seal on this drawing or cover page-- listing is drawing,indicates acceptance of professrona7 engineerm responsibility solely for the design shown. The suitabdlty and u 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 inekw.com;TPI:www. inst.o -SBCA:www.sbcindu .com-IM www.lcmafe.or S 1 Job Number:36CS00057 Ply:2 SEQN:686334/T10/COMN 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty: 1 FROM:AH DRW: Truss Label: 81 Wgt 124.6 Ibs / ... 05/29�018 4'4"6 + 6'8"95 10'B" t 14'7"1 F' 16'11"10 F 21'4" 4'4"6 2'4"9 3'11"1 3'111 2'4"9 4'4"6 H0710 1112X4 N8X8(R) D E F T ,2 T 5 p :-,<3X4 C C'�4X4 N 4X6(C1 =4X1 B �M = 0C3) -H0308(Cl) =H0308(C3) A ri I M L K J I 1112X4 1115X8(R) =H0710 =5X6 1114X6 SEAT PLATE REQ. SEAT PLATE REQ. 21'4" 4'2"10 2'6"5 3'11"1 3'11"1 _i 2'6"5 4'2"10 1 + 4'2"10 + 6'T15 + 10'8" 14'7"1 17'1"6 + 21'4" � I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TOLL: 20-00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL / TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.265 E 951 240 N 5577 /3150 I- I- 1- (8�01 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.707 E 519 180 H 7979 14155 /- /- /- 18.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.057 1 - - Wind reactions based on MWFRS EXP:C HORZ L q 0.104 1 - - N Min Brg Width Re 2.3 NCB Des CLL:0.00 P 0.00 g Mean Height:19.69 ft � )Code!Mist;Criteria Creep Factor.2.0 H Min Brg Width Req= 3.3 TCDL:4.2 psf Bearings N&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.858 Bearings N&H require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.804 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.706 Loc.from endwall:not in 9.00 ft FT/RT.20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply . Chords Tens.Comp. Chords Tenss.. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 HS,WAVE VIEW Ver:17-02.02.1208.15 A-B 11 -11 E-F 3994 -7329 Lumber B-C 3696-6598 F-G 3672, -6887 C-D 3879-6924 G-H 4174, -7911 Top chord 2x4 SP#1 D-E 3994-7329 1 Bot chord 2x6 SP M-26 Webs 2x4 SP#3 :Rt Wedge 2x4 SP#3: Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens.;Comp. Nailnote B-M 6067-3392 K-J 6351: -3381 Nail Schedule:0.128"x3",min.nails -�1 Top Chord:1 Row @12.00"o.c. M-L 6Q86-3405 J-I 7298 Bot Chord:2 Rows @ 5.50"o.c.(Each Row) L-K 6389-3574 1-H 7298 -3842 Webs :1 Row @ 4"o.c. 11 e�amw Use equal spacing between rows and stagger nails . ' Maximum Web Forces Per Ply(Ibs) I in each row to avoid splitting. Webs Tens.Comp. Webs Tent.!Comp. Special Loads M-C 249 -382 K-F 1196 -751 --(Lumber Dur.Fac.1.25/Plate Dur.Fac.=1.25) C-L 373 -208 J-G 541 -1105 TC:From 55 plf at -1.00 to 55 plf at 21.33 - - D-L 1854-1078 F-J 1823 -867 BC:From 4 plf at -1.00 to 4 plf at 0.00 D-K 1150 -515 G-I 943 -422 BC:From 20 pit at 0-00 to 20 pit at 7.06 E-K 81 -49 BC:From 10 pIf at 7.06 to 10 plf at 21.33 S"T' BC:3196 lb Conc.Load at 7.06 BC:1259 Ib Conc.Load at 9.06 - ; .. BC:12631b Conc.Load at 11.06,13.06,15.06,17.06 Rvo 19.06,20.33 O Wind Wind loads and reactions based on MWFRS ` '01 5A 38, f5B&IBO887F490099 2E 95FB kt Ec koranfraa#xm s Vd MA stated by FAmmt3 wake., Cps(n.lit.tmnv$tMill'e Wag ISF&I attherrdeeeita.d. t d'.e :G104%aiOMMMA AW Vat MAdW211Moffd=d Miele ate dlw.SFAluribstra`ca aeca9x rnwa a*riw=aurdsttrar+de. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT'"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building I Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary €f „ bracing, er BCSI..Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attacheSrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or 610, as applicable. Apply lates to each face,of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to A?T°" tints-' drawings 160A-Z for s�andard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSII 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 pprofessions 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 ANSIfrPI 1 Sec.2. For more information see this lob's general notes page and these web sties:ALPINE:www.al ineitw.com;TPI:www. inst.o ;SBCA www.sbandu .corn']CC:www.iccsafe.org i I � li l Job Niber:36CS00057 Ply:1 SEQN:6863411 T28/HIPS 4EGB alen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty: 1 FROM:GLM DRW: Trusslabel: B2 Wgt 95.2 lbs .. / ... 0 512 9/2 0 1 8 i 12'4"5 16'4" i_ 21'4" Af 5' + 3'915 + 3'6"7 3'11"11 T' 5' i 1112X4 =3X4 12 C=6X6 D E ==6X6 F T 5ED � - T 3X6(A1)B G=3X6(A1) N 1 A H 1 M L K J I 1112X4 =3X10 =H0308=3X4 1112X4 i SEAT PLATE REQ. SEAT PLATE REQ. 21'4" I 3'8"3 3'2"1 1 36"7 5'1"12 1, 5'1"12 8'9"15 + 12' 17 3 16'2"4 f 21'4" I Loadii g 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 too Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf.NA Ce:NA VERT(LL): 0.153 E 999 240 B 1335 /781 /- /- /- /8.0 BCLL:I 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.419 E 882 180 G 1335 /781 /- /- !- /8.0 BCDL 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.042 1 - - Wind reactions based on MWFRS EXP:C HORZ TL 0.078 1 - - B Min B Width Re 1.6 NCBCL: .0 Des L 0.00 P 00 Mean Height:19.33 ft Code/Misc Criteria Creep( ) q Factor.2.0 G Min Brg Width Req= 1.6 TCDL:42 psf Bearings B&G are a rigid surface. Soffit: !; 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.376 Bearings B&G require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.610 Spacir 24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.362 j Loc.from endwall:NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS IVIEW Ver:17.02.02.1208.15 A-B 23 -21 E-F 1857 -3289 Lumb'r B-C 1565-2730 F-G 1566 -2730 Top c rd 2x4 SP#1 C-D 1882-3322 G-H 23 -21 Bot ch rd 2x4 SP#1 D-E 1882-3322 Webs x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Loadi g Chords Tens.Comp. Chords Tens. Comp. #1 hip I upports 5-0-0 jacks with no webs. B-M 2471 -1400 K-J 3334 -1901 Wind M-L 2491 -1403 J-1 2491 -1404 Wind 1 ads and reactions based on MWFRS. L-K 3334-1901 I-G 2471 -1401 •� Maximum Web Forces Per Ply(Ibs) • Webs Tens.Comp. Webs Tens. Comp. NO m C-M 291 -45 E-J 324 337 047 . C-L 950 -548 J-F 921 -523 D-L 318 -327 I-F 287 -45 L-E 22 -14 ,• STAXE OF*1 0 U 5A38 FF55t .BiiB57F49W 0 H85M 3z ltanhs �la '. ,cs3; almstbY#ew"I Mk ru j Mom,tk.VnWJondiadauAWWeabomWAO25HX�l snt;•ixazr�&a a§3ar¢dar Y r�3c3 sifuc e�nz netts i3 wewd.=d wwli xd fa-1 c4AA=ffi0af� me@snot bs 4W AM Mazrgdatrmrb_.. e�&Yens.. "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Compo en[Safety Information,by TPI and'SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary rrrrey, bracing er BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attach riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing(�insTalled per BCSI sections B3,B7 or 610, ox vnents frx as appl' ble. Apply plates to each face of truss and position as shown above and on the JOInTDetails, unless noted otherwise. kifer to X, drawin 160A-Z for standard plate positions. Alpine, division of ITW BuildinccLLComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in nformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page__ listing, is drawing,indicates acceptance of professwna7 engineering responsibility-solely for the design shown. The suitabthty and u of this 7rawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. For more i formation see this'ab's general notes page and these web sites:ALPINE:www.al ineilw.com'TPI:www. inst.o ;SBCA www.sbdndu .com'[CC:www.iccsafe.org Job Number:36CS00057 Ply:1 SEQN:686307/T25!JACK 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty: 10 FROM:AH DRW: Truss Label: BJ1 Wgt:11.2 Ibs / ... 05/29 018 12 5 F,-- C 2X4(A1)B T CM A � D SEAT PLATE REQ. i 1' Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# LOG R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf.NA Ce:NA VERT(LL): NA B 148 /96 /132 /- /41 /810 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 11 /11 /19 /- !- /1 i5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.000 D, - - C -13 126 /27 1- 1- /1.5, Des Ld: 37.00 (T )� EXP:C HORZ L 0.000 D - - Wind reactions based on MWFRS Mean Height:18.49It Code/Misc Criteria Creep Factor.2.0 B Min Big Width Req= 1.5 NCBCLL:10.00 P TCDL:4.2 psf D Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.162 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.014 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B r a rigid a seat p P g FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearing B requires a seat plate. Loc.from endwall:Any GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens.,Comp_ Lumber Top chord 2x4 SP#1 A-B 23 0 B-C 25 i -14 Bot chord 2x4 SP 91 I I Maximum Bot Chord Forces Per Ply(Ib's) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B-D 0 0 MAP FEN e . T 40 01-5439 FF5881BOBB71F4800992E95FB S9�Ts ftam'iiasbem atmciaa' erti 1' }ned'.MrA salad by 8s8WAW AAarthics,. ..te.FarS,.tlenrtt�� hl,rsr,�eahewsgrsa ihaestscat�ss rmda: i ftbiadcapon ofhk simLy--xasx wt=6crzd sipae'and vw10f W. dr-WAA av entka"a.ZrAemwt �drbdt aardmimrs. m� "`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re99uire extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Componen[Safety Information,by TPI an r7 SBCA)for safety practices prior to performing these functions. Installers shall provide temporary dr,ey bracing er BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and.bottom chord shall have a propperly ads he�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 A?iT nth ur drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildincc�Components Group Inc.shall not be responsible for 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 essiona engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Buidding Designer per ANSIITPI 1 Sec.2. For more information see this.iob s ceneral notes vacte and these web sties:ALPINE:www.al inedw.com;TPI:www. inst.o ;SBCA:wwwsbdndu .coin ICC:www.iasafe.o I I I Job Ni i tber:36CS00057 Ply:1 SEQN:686309 1 1-32/JACK 4EGB iGalen-2432"H"OL iDR Horton/4EGB-Galen-2432"H"OL Qty: 10 FROM:GLM DRW. Truss .I beh BJ3 Wgt:12.61bs / ... 0 512 9/20 1 8 I � 12 C 5.; r co 2X4(A1)B 1 A D SEAT PLATE REQ. I 31 1t ®� 31 ,l 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 too Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 191 /101 1 147 1- /84 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 50 18 /40 /- !- 11.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 D - C 63 /57 /21 /- /- /1.5 HORZ EXP:C L 0.003 D - Wind reactions based on MWFRS Des L i 37.00 (T ) Mean Height:18.91 ft Code/Misc Criteria CreepFactor.2.0 B Min Brg Width Req= 1.5 Soffit: 2 NCBC L:1-00 00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.164 D Min Brg Width Req= - BCDL:5.0 psf TPI Std: 2014 Max BC CSI: 0075 Spaci 24.0 C&C Dist a:3.00 ft C Min Brg Width Req= Load . ration:1.25 MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Rep Factors Used:Yes Max Web CS I: 0.000 ': " Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber -86 Top c ord 2x4 SP#1 A-B 23 0 8-C 24 Bot ch rd 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Wind Chords Tens.Comp. Memb r design based on both MWFRS and C&C. B-D 0 0 �IVa 4 i STATE 11110 M AL 40 015A S8 FF 558180 BB 7F48 00 89 2€S5 FB xf,lt ltere,?r�&sctst eMr3at�sa�ya3�ed� 4 a�a{ad try apt MlartErt ?E{rL,Mf 9471292tonmedaaa:dONAAbOMung35xA-1 m,d�ect3rascadu.. trdc� craithfsdar xzs�st=A tc=16.vd mptsi xri9=1Vd msd ttsa.5'tiiZaaAr+anCrati�teede v, ttm xrdf dmamyd=tmnk "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trussed require extreme care in fabricatingg handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Compottenf Safety Information,byy TPI an7'SBCA)for safety practices prior to performing these functions. installers shall provide temporary inlet) bracing) er BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 81D, om xzuerrts ur as applicable. Apply pfates to each face.of truss and position as shown above and on the JoinCDetails, unless noted otherwise. hefer to F. drawings 160A-Z for standard plate positions. Alpine, 'division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in nfonnance with ANSI PI 1,or for handling shippingq installation and bracing of trusses.A seal on this drawing or cover page listing is drawing indicates acceptance of professional'engineering responsibility solely for the design shown. The suitability and U of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more infonnalion see this'oUs generil notes pacte and these web sites:ALPINE:www.al ineitmoom;iPi:www. into ;SBCA www.sbcindu .com;[CC:www.iccsafe.orcj II Job Number:36CS00057 Ply:1 SEQN:6863111 T41/JACK 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty:6 FROM:GLM DRW: Truss Label: 13J5 Wgt:16.8 Ibs / ... 05/29/2018 C 12 5 M CV 2X4(A1)B N j A D SEAT PLATE REQ. 5' I 1� 5' II Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) I TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in for,Udell U# LOG R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 261 1133 1189 /- /128 /8:0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 89 117 167 /- !- 11.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 D - C 117 1106 /43 /- /- /1.5 EXP:C HORZ L 0.00B D - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:19.33 ft � ) B Min Br Width Re 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor.2.0 9 q TCDL:4.2 psf D Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.301 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:D to h/2 TPI Std: 2014 Max BC CSI: 0.178 Spacing:24.0" C&C Dist a:3.001 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid a seat p P 9= Bearing B requires a seat plate. Loc.from endwall:not in 4.60 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords' Tens.Comp. Chords Tens. Comp. Lumber A-B 23 0 B-C 45 -10D Top chord 2x4 SP#1 1 Bot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B-D 0 0 o 01 it 00 ee �� l' e no 00 4. F m a' N %Idib§NN�0' Ear" : 4001 5A38FF5B818083W4800992E95'FB rFlk itatm7h�s taecasmtac5.�ana"sagad�w9 xxalsd�gp4�arvcn�nnarztnar„, (t't,uc.aa7laz¢oe,:ttta C�ata.sleawa aaava asttng a sN�I I ars�hent'xsats�ca�a. � I as�tsad scc±a's�fif�doctarmmotcrassidraad s'tgsr d s�alav% =i the V_A4.av%mUca rcde mrnt Pro a 11&f f ox afd"tmrr =,kL —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING1 "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating,handling,shi ping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Comport Safety Information,by TPI anSBCA)fr satPety practices prior to performing these functions. Installers shall provide temporary arrey bracing per BCSI.,Unless noted d1herwise,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, our w snts ur as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Nefer to t 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 protesslona engineering responsibility solely for the design shown. The suitablltty 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'ob's eneral notes a and these web sites:ALPINE:www.al inedw.ocm;TPI:www. Into :SBCA:www.sbdndu .com•ICC:wwwJocsafe.orq t � Job NJp'mber:36CS00057 Ply:1 SEQN:6863361 T4/EJAC 4EGB�alen-2432"H"OL/DR Horton/4EG8-Galen-2432"H"OL Qty:7 FROM:GLM DRW: Truss bel: EJ5 Wgt 16.8 Ibs .. / ... 05/29/2018 C '12 5 N (V 2M(A1)B N A i D SEAT PLATE REQ. i 1, I 4'11"15 J 4'11"15 Loadi g Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflfCS1 Criteria ♦Maximum Reactions(Ibs) TCLL:' 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in foe Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 261 /133 /189 /- /128 /8.0 BCLL:1 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 89 /17 /67 1- 1- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 D - - C 117 /106 /43 /- /- /1.5 EXP:C HORZ L 0:008 D - - Wind reactions based on MWFRS Des L 37.00 Mean Height:19.33 ft � ) B Min B Width Re 1.5 NCBC L: 10.00 Code/Misc Criteria Creep Factor.2.0 r9 q= TCDL:4.2 psf D Min Brg Width Req= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.300 C Min Brg Width Req= Load ration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.178 S aci :24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B a rigid surface. P Bearing B requires a seat plate. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumbk Top c r 2x4 SP#1 A-B 23 0 B-C 45 100 f}Igl d Bot ch rd 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Wind Chords Tens.Comp. Memb design based on both MWFRS and C&C. B-D 0 0 MAPs No, ' ' �:AV 5. :No 04-7102 I � 1 IS STATE OF : "r 40 015ASB FF 5B Sl8O BS 7F 00 992E 85 FB rnIs 7tumhas bem a{ayz�mad azs9 s.atedby lAar✓zaf tAartt+H:z, P£(a.Lk.94Tur21 an Macro shsw,tat a a Wm a SNA•1 aathcmYxat�ssmlr. iFibt 4api ofthrk dmaxrr=aw cmnskmd ilpc:a dsanhd �dtisc:_s3�#«as�BrentSta93rssccrlem+�st Cc mmlf"cdca an7yrs3ectrvlriks .. =ks.. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses,'eqquire extreme care in fabricatingg handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Compo n[Safety Information,by TPI and'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary crney bracing er BCSI.Unless noted dthenvise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attache riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 63,87 or B10, o>tr ranpnts,,u as appli ble. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to t drawing 160A-Z for standard plate positions. Alpine, division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in nformance with ANSI�I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page__ listing t is drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and us of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more I formation see this iob's cieneral notes page and these web sites:ALPINE:www.al inedw.com;TPI:www. inst.o •SBCA•www.sbdndu .com;[CC:wwwwsafe.opq 1 1 Job Number:36CS00057 Ply:1 SEQN:686315/T5/EJAC 4EGB-Galen-2432"H"OL/DR Horton 14EGB-Galen-2432"H"OL Qty:25 FROM:GLM DRW: Truss Label: EJ7 Wgt 22.4 Ibs / ... 05/29�"018 C 12 5 p , M M C'7 2X4(A1)B T A D SEAT PLATE REQ. i T J 7' Loading Criteria(psf) Wind Criteria Snow Criteria(P9,Pf in PSF) DefI/CS1 Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defi L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pt NA Ce:NA VERT(LL):NA B 334 1169 /234 !- /174 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 126 /25 198 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.015 D - C 169 /155 /63 !- /- 11.5 EXP:C HORZ L 0.025 D - - Wind reactions based on MWFRS Des Ld: 37.00 (T )� Mean Height:19.74 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf D Min Brg Width Req= - Soffit 2.00 BCDL:5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.489 P Load Duration:1.25 MWFRS Parallel Dist:D to h/2 TPI Std: 2014 Max BC CSI: 0.362 C Min Brg Width Req= Re Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 4.50 itFT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 23 0 B-C 65 -127 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ib's) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B-D 0 0 MAR r e � I 40 01 SA38 FF SB 9130 BB 7F48 00 992E SS FB rims ltemt.'hst bom alaztrc°a 3jloped leld illedhy ma=Ml martker, PE(a.itc.CS7Fa2(or thed1w shown AM wtboa SRA-1 aamt;ntstscode. Freatra cepiinaftlik dre�;aael•�t vote ui6md' wd=lad and the WIWIWjffiC d4ca cmdeM=tte�r3fW=MWdOdfUnk i raayiaz. "WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingg handling shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Componen[Safety Information,by TPI and'SBCA)foi safety practices prior to performing these functions. Installers shall provide temporary crney bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attached rigid ceiling Locations shownfor permanent lateral restraint of webs shall have.bracing installed per SCSI sections 63,B7 or 610, nm�77Z»fx tie as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to 1 drawings i60A-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 drawing,indicates acceptance of pro ssionq engineering responsibility solely for the design shown. The suttability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more information see this'b's g..l notes page and these web sides:ALPINE:www.al ineitw.com:TPI:www1pinstorq'SBCA:www.sbdndu .coin'ICC:www.iccsafe.org Job Nf mber.36CS00057 Ply:1 SEQN:686342/T17/HIP_ 4EGB Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty:2 FROM:GLM DRW: Truss,"bel: CJ5 Wgt 23.8Ibs / ... 05/29/2018 C 12 . 3.54 M � O cV � 2X4(A1)B N A D SEAT PLATE REQ. I 7t0"1 1r5"1 2 7r0'r1 Loadi g 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 too Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 227 1142 1- 1- /- /10.6 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 124 117 /- !- /- /1.5 BCDL. 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.010 D - - C 78 /57 /- /- /- /1.5 Des L 37.00 HORZ(T )� EXP:C L 0.019 D - - Wind reactions based on MWFRS � NCBC L:10.00 Mean Height:19.31 ft Code/Misc Criteria CreepFactor:2.0 B Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.438 D Min Brg Width Req= - Soffit:l' 2.00 9 - BCDL:5.0 psf C Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Sid: 2014 Max BC CSI: 0.388 S aci i s 24.0" C&C Dist a:3.00 it Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B a rigid surface. P Bearing B requires a seat plate. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 .WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. Lumbe ho 2x4 SP#1 A-B 12 -11 B-C 28 16 Top c rd Bot ch Ord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Wind Chords Tens.Comp. Wind 1Ls and reactions based on MWFRS. B-D 0 0 i u , TAT x� " •, E AL* 40 015A38 FF 58 81 BU BB 7F48 00 99 2E S5 FB Slwtt laumisystwsm,mlaiza n€ca jz�g+an£'and=kd by ht ms l Martincz. �..tec.�zrasxl cr die dasa srarwaatxi�t t�.�S asasa-a '� scmt�C,atcasca9c. tsbtnd es��s�dss dncurz�^+t araa�r2carxv°i*a��d d�sa'ri�>f:ivied and mmyd"trank caylas. I I —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Compo bnf Safety Information,by TPI and SBCA)tr safety practices prior to performing these functions. Installers shall provide temporarryy rrfrey bracing Jer BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63,67 or 61D, as appli ble. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to otfljrvnznts,xtr drawing 160A-Z for standard plate positions. Alpine, 'division of ITW Buildinp�Components Group Inc,shall not be responsible for any deviation from this drawing,a. failure to build the sin nfomtance with ANSIrfPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing t is drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and us of this growing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'oVs general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst.o ;S8CA www.sbcindu .com;IM wwwkcsafe.ong f Job Number:36CS00057 Ply:1 SEQN:686313/T26/HIP_ ' 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL City:3 FROM:GLM DRW: ; Truss Label: CJ7 Wgt:37.8 Ibs .. / ... 05/29/2018 54"5 9110"1 5'4"5 4'5"12 D 3.54 12p -2X4 C co o N Cl) 2X4(A1)B T A =4X4F E SEAT PLATE REQ. I- 1-5"12 1 94"2 5"1 9'4"2 ti'liti Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICS1 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): 0.037 F 999 240 B 329 /232 1- 1- l- 1 10.6 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.126 F 999 180 E 357 1168 /- /- /- 11.5 BCDL: 10'00 Risk Category:II Snow Duration:NA HORZ(L.L): 0.012 F - - D 52 149 /- 1- l- /1.5 Des Ld: 37.00 (T )� EXP:C HORZ L 0.026 F - Wind reactions based on MWFRS Mean Height:19.72 ft Code/Misc Criteria Creep Factor.2.0 B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf E Min Brg Width Req= - Sotfit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.447 P D Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Sid: 2014 Max BC CSI: 0.281 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.280 Bearing B r a rigid surface. P 9= Bearing B requires a seat plate. Loc.from endwall:not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 1WAVE VIEW Ver:17.02.02.1208.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 12 -11 C-D 43 -54 Top chord 2x4 SP#1 B-C 439 -589 Bot chord 2x4 SP#1 i Webs 2x4 SP 93 I j Maximum Bot Chord Forces Per Ply(Ibs) Special Loads Chords Tens.Comp. Chords Tens Comp. --(Lumber Dur.Fac=1.25/Plate Dur.Fac.=1.25) B-F 584 -412 F-E 0 0 TC:From 0 plf at -1.48 to 55 plf at 0.00 TC:From 2 plf at 0.00 to 2 plf at 9.84 - BC:From 0 plf at -1.48 to 4 plf at 0.00 Maximum Web Forces Per Ply(Ibs) BC:From 2 plf at 0.00 to 2 plf at 9.84 y x a Webs Tens.Comp. TC: -5 lb Conc.Load at 1.41 A TC: 126 lb Conc.Load at 4.24e° C-F 440 -624 TC: 235 lb Conc.Load at 7.07 + BC: 21 lb Conc.Load at 1.41 A* .. BC: 101 lb Conc.Load at 4.24 BC: 177 lb Conc.Load at 7.07 Wind Wind loads and reactions based on MWFRS. STATE* 00 . *10 40015A38FF5581 BO8137€4800992E95FB rhic lum1%=b� cit 'zignadat:9 Iedby Falss,AAr3artL^e�e, PE(FL.Uc.tAnOI caihett!1W AMR abeeKm VJD93 SNP i a�adtmntatmtkxa usdm. Bamtadzwdn aftfi%da==ntRma flat cxm-Admad'd'd inch Ind 't kh2 S+tA.-T suth..tkat ccaen--t bt*mfitdm anydnztmrk carAm I "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handiin shipping,installing and bracing._Refer to and follow the latest edition of BCSI(Building Component Safety Information,byv TPI and'SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary y"', bracing per BCSI.Unless noted olherwise,top chord shall have proper)YY attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint bf webs shall have bracingg installed per BCSI sections B3,B7 or 1D as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer toF drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildinf�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 protessioni 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 ANSUTPI 1 Sec.2. For more information see this'Us aeneral notes page and these web sites:ALPINE www.al ineitw.com:TPI:www. inst.o ;SBCA:www.sbcindu .com;ICC:www.iccsafe.orcj Job Nu her:36CS00057 Ply:1 SEQN:686327/T2/VAL 4EGI3 Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty: 1 FROM:GLM DRW. Truss �� bel: MV1 Wgt:40.6lbs / ... 0 512 9/2 01 8 i 610"1 10'3"10 r 610"1 3'5"9 B=4X4 1112X4 C 12 5 p `o o_ K =3X4(D1 A 1 . Li DF E 112X4 1112)4 10'310 J 6'11"13 TW13 l r 6'11"13 } 10710 Loadir Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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 TCDI I 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.056 E 999.240 F" 75 143 /42 /- /13 /123 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.150 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.014 E - - F Min Big Width Req= - EXP:C Des Ll[ 37.00 Mean Height:20.85 ft HORZ Bearing A is rigid surface. (TL 0.023E g a) NCBC :10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor.,2.0 Soffit: 11l 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.402 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0,343 Chords Tens.Comp. Chords Tens. Comp. Spacin 24.0. C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.099 A-B 46 -85 B-C 3 -1 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.17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lumbef A-E 156 -3 E-D 171 -6 Top chll rd 2x4 SP#1 Bot ch ((d 2x4 SP#1 Webs iC4 SP#3 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp_ Wind B-E 333 -246 C-D 136 -97 Membel design based on both MWFRS and C&C. Right e d vertical not exposed to wind pressure. Additic al Notes See D G VAL160101014 for valley details. 0,47102 If it A,T of s 40 015A 38 FF 53 81 BO BO 7F48 00 99.2E 85 F8 3#�lt itamhrs b"nCkvir4 fs Eaf=4 asaladby Masmzsl Martina, €£(A..ttc.MIMI an 60date shaven abm La-ki;a SKIT �-ihentiraz�n¢air. a'Y�tadcs ssarthk dcxsaaa A=gots=Zj&ad 110.d and smabd anE the it=-aa.R:hant a:mszcde nest to vedfbd ma ydatwk alas. `"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses qquire extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Compon'nI Safety Information,by TPI anc7'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary 1t ey bracing r BCSI,Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache bgid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, om rvnznts,uc as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to f drawing�{,'I1'60A-Z far standard plate positions. Alpine,alpivision 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 PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,. listing tNN s drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitabrltty and uscii of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more in4ormalion see this woes general notes page and these web sites:ALPINE:www.al ineftw.com;TPI:www. inst.o •SBCA:www.sbcindu .com;IM www.iccsafe.orq II t � Job Number:36CS00057 Ply:1 SECiN:684377/T21/VAL 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL City: 1 FROM:GLM DRW: Truss Label: MV2 Wgt:35.0 Ibs .. / ... 05/2912018 672 8'3"10 6'9"2 16"8 B=4X4 T 12 5 p C 1112X4 o_ N iV A 3X4(D1 -ere DF E 1112X4 1112X4 8'3"10 6'9"2 1'6"8 6'9"2 8'3'10 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or`=PLF+ j TOLL: 20.00 Wind Sid: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in too Udell U# LOG R /U /Rw /Rh /RL /W 1 TCDL: 7.00 Speed: 160 mph PY NA Ce:NA VERT(LL):-0.056 E 999 240 F" 75 /30 /40 I- 19 /99.6 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.135 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.014 E - - F Min Brg Width Req= - EXP:C HORZ L: 0.021 E - - BearingA is rigid surface. Des Ld: 37.00 Mean Height:21.67 ft � ) a 9 NCBCLL:10.00 Code/Misc Criteria Creep Factor.2.0 TCDL:4.2.psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Sid: 2014 Max BC CSI: 0.327 Chords Tens.Comp. Chords Tens. Camp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.080 A-B 64 -53 B-C 34 -11 Loc,from endwall:not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lumber A-E 126 -25 E-D 126 -25 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens! Comp. Wind B-E 268 -202 C-D 70 -38 Member design based on both MWFRS and C&C. I Right end vertical not exposed to wind pressure. Additional Notes $. ` See DWG VAL160101014 for valley details. �►� � ar ;. S e k . still 40 015A38 FF 5B BI BO BB 7F48 00 99 2ES5 FB sF.k item'?ct3becn ckztY�s&r'.s�¢satnadmk9 te+alad it}iAacsxt Mart§�ts, ?£(FL.tts.69rS92t ocrt3�e:�asa sitawaatZlo.xs tr.�g a 5Ni»i �ttY,crt$ra3m�fa. fimtvd 4t#na1ah&%docu=vt-ma not ow l&wd i*wit xad mind ' aad the SHAo�..3 a AhentkaIL-4mdc mut tw*OsN4d M=j dmtwrsk axslas... "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! � '"'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,byy TPI anr7'SBCA)foF safety practices prior to performing these functions. Installers shall provide temporarryy �rnep bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attachetl ri id 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 Join Details, unless noted otherwise. (tefer to 1 drawings 160A-Z for standard plate positions. Alpine,a division of ITW 8uildin�L Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIlfPI 1,or for handling,shippinlq,installation and bracing of trusses.A seal on this drawing or cover page• listing this drawingg indicates acceptance of professiona 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 ANSIITPI 1 Sec.2. j For more information see this'ob's general notes page and these web sites:ALPINE:www.al 1ne1tw.com:TPI:www. 1nst.o •SBCA:www.sbcindu .com;ICC:www.iaaafe.a jl jl Job umber:36CS00057 Ply:1 SEQN:684375/T22I VAL 4EG 3-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty: 1 FROM:GLM DRW: Trus Label: MV3 Wgt:28.0lbs .. ! ... 0 5129/2 0 1 8 I 4'9"2 6-3"10 r 4'9"2 f 8 12 B=4X4 5 p I T C 1112X4 N T A 3X4(D1 1Li Li 1 DF i E 1112X4 1112X4 r 63"10 _I 4'9"2 1'6"8 4'9"2 6'3"10 Load i g Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# LOG R /U /Rw I Rh /RL I W TCD i 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.023 E 999 240 F• 75 429 138 /- /8 175.6 BCLL 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.044 E 999 180 Wind reactions based on MWFRS BCDLI 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.006 E - - F Min Brg Width Req= - Des tl: 37.00 Mea C HORZ(TL): 0.007 E Bearing A is a rigid surface. NCB L:10.00 Mean Height:22.08 ft Code/Misc Criteria Creep Factor:2.0 II TCDL:42 psf BldgCode: FBC 2017 RES Max TC CSI: 0.219 Maximum To Chord Forces Per PI Ibs Soffit 2.00 BCDL:5.0 psf P y(Ibs) Load D uration:125 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.171 Chords Tens.Comp. Chords Tens. Comp. Spad g:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.065 A-B 44 -34 B-C 36 -12 Loc.from endwall:not in 9.00 It FT/RT:20(0)110(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Sot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lum er A-E 88 -23 E-D 88 -23 Top iord 2x4 SP#1 Bot ord 2x4 SP#1 Webs'2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind B-E 220 -151 C-D 77 -40 Mem br design based on both MWFRS and C&C. Addit nal Notes See E G VAL160101014 for valley details. ; No 047182 STATE P � k .s .. -- 0** ON � �`"� 40 015A 38 FF 56 81 8D 60 7F49 00 99 2E 85 FB Yalu lit,"km ibc ala€tsr d'zed saafeA by Maaml Marna", 1.1,Lk.CA7t921 ont?.dna shaetn aba mV:saga SN,A<i S3'affiICCitftatrL'A97Xzda.. Prl=d ccpkmarxha d*>r•imcw&an Notcmcidmif tipa mnd ss[ad and IL.auh¢ntkutgeua code rnssr be*zdfbd era arzptd"trark �ylus. * !ARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse reqquire extreme care in fabricating,handlin 'shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Compo enf Safety Information,by TPI and'SBCA)for safety practices prior to performing these functions. Installers shall provide temporarryy rrrrel> brach ! er BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attach ' rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3,B7 or 610, om xrnerrts ur as appl Cable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (fifer to J drawmc t 160A-Z for standard plate positions. Alpine„°division of ITT BuildinQComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in nformance with ANSI4PI 1,or for handling shipping,installation and bracing of trusses.A seal on this dfawmg or cover page_, listing' is drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and u p of this gnawing for any structure is the responsibility of the building Designer per ANSIlTP11 Sec.2. For mwe)nformabon see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst.o :SBCA:www.sbcindu .com•ICC:www.Iccsafe.orq r , Job Number:36CS00057 Ply:1 SEQN:684373/T7/VAL 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty: 1 FROM:GLM DRW. Truss Label: MV4 Wgt:18.2 Ibs / ... 05l29YZ018 279"2 4'3"10 2'9"2 1'6"8 12 5 p B=3X4 T A 3X4(D1) C= —3X4(B1) T D �- 4'3"10 V3"10 4'3"10 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefllCSI 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 L/# Loc R /U /Rw /Rh /RL /W I TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.007 999 240 D• 75 /27 /36 !- /6 /51.6 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.016 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 - - D Min Brg Width Req= - EXP:C Des Ld: 37.00 HORZ(T L):0.002 - - Bearing A is a rigid surface.Mean Height:22.50 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor.2.0 TCDL:4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.091 Maximum To Chord Forces Per PI Ibs Soffit: 2.00 BCDL:5.0 psf p y(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.085 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 A-B 224 -161 B-C 243 -179 Loc.from endwall:not in 9.00 ft FT1RT: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:17.02.02.1208.15 Chords Tens.Comp. Lumber A-C 152 -167 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. lie ATE OF e j r4C � , "N fl 90 01 SA38 FF 55 818D BB 2F48 00 99 2E85 Fla rbit Item tm sek g tnad ud sealed by Mamml mnttner, �F(rt.i6t.63rIH3(axr�,edat:<sfarw":!a^rrsu*.#igas#3Ti aisthentitatb�acwJa zrmtrde�iiax{¢ftt�dcxraxmat�ana+t - d �e�dxxlzd i I asd t1:c��R,»auAhcnt`�rtkwse�s!¢rn�ta�rltRedc�a�sfectwrak umlaf.. ICI "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating,handling,shipping,installing and bracing._Refer to and follow the latest edition of BCSI(Building Componen[Safety Information,by TPI andSBCA)f satPety practices prior to performing these functions. Installers shall provide temporaryrfney bracing per BCSI..Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progfrey 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 Join f Details, unless noted otherwise. (2efer to ptT� fttSruz 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 ANSIffPI 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>essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this ioift general notes page and these web sites:ALPINE:www.at ineftw.com;TPI:wwwApinstogy SBCA:www.sbdndu .corn'IM www.iccsafe.o 1 t � Job mber.36CS00057 Ply:1 SEQN:6863521 T36/SPEC 4EG •Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL City: 8 FROM:GLM DRW. Trus ILabel: 4M1 Wgt 22.41bs / ... 0 512 9/2 0 1 8 I I 12 4 1\\3X4(R C T LO I r LO � T I r r T =2X4 D co r =2X4(A1)B T Z� 15 7"4 A 1112X4E SEAT PLATE REQ. 5' i 4'8"8 J 4.8„8 I-I Load rig Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CS1 Criteria ♦Maximum Reactions(Ibs) TCL 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defi L/# Loc R /U /Rw /Rh /RL /W TCD1 7.00 Speed: 160 mph PF NA Ce:NA VERT(LL):-0.008 E 999 240 B 254 /110 /192 /- !86 18.0 BCL 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.020 E 999 180 D 179 /95 !112 /- !- 13.0 BCD 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 E - - Wind reactions based on MWFRS Des ' Mean HORZ(TL): 0.005E - - B Min Brg Width Req= 1.5 Mea C n Height:15.00}t Code/Misc Criteria Cree Factor:2.0 D Min Brg Width Req= 3.0 NCB(CLL:10.00 P TCDL:42 psf Bearings B&D are a rigid surface. Soffit; 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.157 Loadj uration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.140 Bearing B requires a seat plate. Space,,g:24.0" C&C Dist a:3.00, Rep Factors Used:Yes Max Web CSI: 0.157 Loc.from endwall:not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 A-B 19 0 B-C 14 -94 Lum i r Top lord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot c iord 2x4 SP#1 Chords Tens.Comp. Web 2x4 SP#3 B E :Rt B ring Leg 2x4 SP#3: Wind I� Maximum Web Forces Per Ply(Ibs) Mein ler design based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens. Comp. D-E 82 -20 C-D 646 433 No STAT Al Aw . � , 01 S 38 gF 5B 8 BB 7F4&00 2E B5 FB rkdz 74atnRsztrem�lez£rxcd .safa3tr�a«saaa�a t�unbuez, s££FL.ISr:.Yi7F82(�ta�sz shaav�a�Exeus5ciga 5N�2 �24sanrsaus8a. II .mod d«wwmargot ed:rqWdMd=13d and Ct'�z�4R>1 acnC§wsceue ane.f 6a nsrs#fd�}cae zv�refecimrbr " *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss 5 reqquire extreme care in fabricatingg handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Comp Went Safety Information,by TPI anr7'SBCA)toi safety practices prior to pertorming these functions. Installers shall provide tempora� rare bracin per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propery attach tl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections 63,B7 or 610, as ap icable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to pflrtT?'snr drawir I s 160A-Z for standard plate positions. Alpine I a division of ITW Building�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss i conformance with ANSI PI PI 1,or for handling.shipping,installation and bracing of trusses.A seal on this drawing or cover page.. listin his drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitbility and �j'e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For mor information see this'ob's general notes pacre and these web sites:ALPINE:www.al ineUw.com;TPI:www, inst.o ;SBCA www.sbcindu .com;[CC:wwmicesafe.o , C i Job Number:36CS00057 Ply:1 SEQN:686354/T20/JACK 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL City:6 FROM:GLM DRW: Truss Label: 4BJ1 Wgt:11.2 lbs / ... 05/29/ 18 12 4 L-,� C 2X4(A1)B T 31 A ti 315 D SEAT PLATE REQ. 1' 1r 1r 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 foe 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 1133 /- /29 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 10 /11 119 /- !- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D - - C -13 124 /26 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL):0.000 D - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 NCBCLL:10.00 P TCDL:42 psf D Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.172 P C Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.018 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing'B r a rigid surface. P g FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearing B requires a seat plate. Loc.from endwall:Any GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 19 0 B-C 20, -9 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B-D 0 0 �.. all TATE OF OA 40 015A.38 Ff 55 8180 BOW4800 99,22E S5 f8 S�,ttitamYi;tsHacerreltt ;xiaeed! atcd�y 4�aa�zx9 Martraa�z � .t4e. 7.E�}trm 1�[n Ea3+tsh+�wmaxring.a13i�3 ac�sent3piPc� e.. ��tedt�tat�d- �uzieCrsvvdxd: tst�ds�ad�tt a tithe t uat+=A er=t'ta4tWW-t =Yz1ectmrk . cat�rss.. I **WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anrTSBCA)toy safety practices prior to performing these functions. installers shall provide temporary attrey. bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attache U rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins fled per BCSI sections B3,B7 or 610, ory Tn�saats;xar 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 16DA-Z for sandard plate positrons. Alpine,a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the I., 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 drawing,indicates acceptance of professtona engineeringg 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 i&s general notes pacle and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst.e ;SBCA:www.sbdndu .coin'[CC:www.icesafe.orti I � jmber.36CS00057 Ply:1 SEQN:686356/T19/JACK Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL f Qty:2 FROM:GLM DRW:abel: 4BJ3 Wgt:12.6 Ibs / ... 05/29/2018 12 C 2X4(A1)B ti T A D SEAT PLATE REQ. I pie i 31 Load Ing Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCD 7.00 Speed: 160 mph Pf-NA Ce:NA VERT(LL):NA B 190 187 1151 !- 157 /8.0 Enclosure:Closed BCL � 0.00 Lu:NA Cs:NA VERT(TL):NA D 49 /7 /38 !- /- /1.5 BCD : 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 D - C 62 /43 125 /- /- /1.5 EXP:C HORZ L 0.002 D - - Wind reactions based on MWFRS Des : 37.00 (T ) Mean Height:15.00 ft Code/Misc Criteria Creep Factor.2.0 B Min Brg Width Req= 1.5 NCB LL:10.00 P TCDL:4.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.171 D Min Brg Width Req= - Loa 2A0 BCDL:5.0 psf g C Min Brg Width Req= - Load uration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Fa ors U Max BC CSI: 0.072 Spec, 24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B r a rigid surface.p P i 9� Bearing B requires a seat plate. Loc.from endwall:Any FT/RT:20(0)110(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. LumIer A-B 19 0 B-C 20 -61 Top iord 2x4 SP#1 Bo ord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Winc Chords Tens.Comp. Mem i er design based on both`MWFRS and C&C. B-D 0 0 ST ,ATE OF 14 SUE 40015ASS FF58 8180 BB 7F 48 00 99 2E85 FB - r.�A..i�.4�?x9�{ter-r3xi.c¥ starwe'at� .umrci�ss��., 9seett� a. ?11a"d caps zedtf&if='-=A natca aiLwad:v,.d mad.eabd acdIMS 3 Mmydd tmo. rotas. **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss s require extreme care in fabricating,handlin shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building :ev Com vent Safety Information,by TPI an r3 SBCA)for safety practices prior to performing these functions. Installers shall provide temporary tfneY brad per BCSI..Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacriggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, pgr xY11e17t,rtz asap licable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. (2efer to 1, draWii Igs 160A-Z for standard plate positions. Alpin I a division of ITW Buildinl�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss,A conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page_. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and Use of this yawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. For more information see this eneral notes a and these web sites:ALPINE:www.al ineitw.00m;TPI:www. into •SBCA:www.sbcindu .com•[CC:www.iccsafe.or I Job Number:36CS00057 Ply:1 SEQN:686358/T16/SPEC 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty: 1 FROM:GLM DRW: Truss Label: 4CJ5 Wgt:28.0 Ibs / ... 0 5/2 9120 1 8 2.83 12 1113X4(R) C T I C14 _ r r 2X4(A1) B =2X4 D � � N 3 5 A 1 F 1112X4E _L SEAT PLATE REQ. 7'0"2 1'5" 8181,10 6'8"10 „ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# LOG R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT LL: 0.020 E 999 240 ' BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.078 E 999 180 D 176 157 /- /- /- /3.0 BCDL: 10.00 Risk Category:II Snow Duration:NA IIORZ(LL): 0.006 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL):0.013E - - F Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 It Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= 3.0 TCDL:4.2 psf Bearings F&D are a rigid surface- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.274 9 9 p TPI Std: 2014 Max BC CSI: 0.313 Bearing F requires a seat plate. Spacing:24.0" C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI: 0.196 Loc.from FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi: Any Chords Tens.Comp. Chords Tens. Comp. i:0.18.18 Plate Type{s): Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 A-B 9 -7 B-C 68 -110 Lumber Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Chords Tens.Comp. Webs 2x4 SP 93 :Rt Bearing Leg 2x4 SP#3: B-E 100 -52 Wind Maximum Web Forces Per Ply(Ibs) I Wind loads and reactions based on MWFRS. Webs Tens.Comp. Webs Tens! Comp. ( �� D-E 118 -12 C-D 419 -579 s a � ONO 471,02 STATE. ,. 40015A38 FFSB$1 SD BB 7F49€I0 99 2€$S FB IM Itemt hss 3sreas ele a nxd M'J=Iatf 6}.Mar-A moron=' ��Ft.,�'s.�DT�93�verrB�Ya;ffihuma6gss�ng.asHa9a atn�tAmttraa�Sa. W,Atad era of &dtr-mot we mot 4mmil d ` Adznd m1ad =4 Sb�e.A aetkalkoc4da rest adectwnk ra�i�s: I "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anct'SBCA) r sa ety practices prior to performing these functions. installers shall provide temporary errs t bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or 10, -©,I11111rrfis.uz as applicable. Apply psates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to 7 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 PIPI 1,or for handling,shipping,installation and bracing of trusses.A seal on this drawing or cover page__ listing this drawing indicates acceptance of pro_fessiona 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 general notes Page and these web sties:ALPINE:www.al ineihv.com;TPI:www. inst.o 'SBCA:www.sbcindu .com;IM www.iccsafe.o � 4 i Job Lmber:36CS00057 Ply:1 SEQN:6823441 T39/SY42 4EG�"G n-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty:4 FROM:AH DRW: TrussijLabel: FT1 Wgt:130.2lbs / ... 05/29/2018 7'5"6 9'5"6 19111"8 7'5"6 2' . 10'6"2 i �5� 2'6"12-- -1-10"2 -I 2'4"10-+—76"12 1 2'6"12 �{ i W=3X4 =6X6 =3X4 1114X4(R) =3X4 =3X4 =3X4 =6X6 AB C D E F G H I J K L M N ;• T IN 4N AD AC AB AAZ Y X W V U T S R Q P O 1112X4 =4X10 1112X4 =6X6 1112X6 =3X4 1112X4 =4X10 1112X4 W=1­10308 1112X6 � 19'11"8 I ' Loa �ng Criteria(psf) Wind Criteria Snow Criteria(Pg;Pf in PSF) Def11CSl Criteria ♦Maximum Reactions(Ibs) TCL 1 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in Joe L/defi L/# Loc R /U /Rw /Rh /RL /W TCD : 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.455 V 519 360 A 1096 /- /- /- /- /3.0 BCLII 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.794 V 379 240 N 1094 /- /- !- /- /2.5 BCD 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.059 M - - A Min Brg Width Req= 1.5 EXP:NA HORZ L:0.081 M - - N Min Big Width Req= 1.5 NCB LL: Des LI 10.00.00 Mean Height:NA ft ) Code!Misc Criteria Creep Factor.2.0 Bearings A&M are a rigid surface. TCDL:NA psf BldgCode: FBC 2017 RES Max TC CSI: 0.950 Soffi 0.00 BCDL:NA psf Load uration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.918 Maximum Top Chord Forces Per Ply(Ibs) Spac g:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.751 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)110(0) Mfg Specified Camber: A-B 0 0 H-I 0 -4366 1:NA GCpi:NA Plate Type(s): B-C 0-1196 I-J 0 -3916 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.15 C-D 0-1162 J-K 0 -2862 Lum er D-E 0-2868 K-L 0 -1153 85 Top-cord 4x2 SP#1 F-G 0-4500 M N 0 11 0 Bot chord 4x2 SP#1 G-H 0-4365 Web:J 4x2 SP#3 Platt Notes Maximum Sot Chord Forces Per Ply(Ibs) All pl tes are 4X6 except as noted. Chords Tens.Comp. Chords Tens. Comp. Deflettion1(♦y AD-AC 0 0 V-U 4500 0 , AC-AB 2243 0 U-T 0 0 Max T VERT DEFL:LL:0.46"DL:0.40".See detail AB-AA 3495 0 U-S 4291 0 DEF'TAMB1014 for camber recommendations. e* *��• 1 AA-Z 3495 0 S-R 3507 0 v Z-X 3495 0 R-Q 3507 0 Add r venal Notes r, Y-X 0 0 Q-P 2222 0 +2x continuous strongback.See detail NO X-W 4499 0 P-O 0 0 STR I RIBRIO14 for bracingand bridging ' 9 9 , W-V 4500 0 reccl�tmendations. Web are square cut except dbl diagonals or as • m. Maximum Web Forces Per Ply(Ibs) othe Ise shown. r �• " OF Webs Tens.Comp. Webs Tens. Comp. Trus must be installed as shown with top chord up. AT E $ AD-B 14 0 G-U 146 -520 a * B-AC 1578 0 U-1 323 -69 AC-D 0-1456 I-S 0 -521 D-AB 870 0 S-J 556 0 f4 AB-E 0 -852 J-R 22 0,42,104 fitE-AA 19 -19 J-Q 0 -877 S 40 01 5A38 FF 50 8180 BR7F48 00 99 2E 85 FB E-X 755 0 Q-K 891 0 X-F 0-1270 K-P 0 -1442 tItlesmtt+sbe dledwrAma�y rmdWduzke+by W=Mtnartfn=6 F-W 907 0 P-M 1563 0 PE fa.sec_estdsz1Mth.dut3tximyatxia WngasHA�3 V-G 233 -228 M-O 14 0 en[+ 3tessaFmdc. i bMd cepimalth°doc�a=mat croslaattd sipesmd�Ild a»d tfsg. 3a�fdtant`+rn4tcasc a mwk bevzdiL�d to wfdcdmtk m�lua. "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re w care ire extreme re in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Comppnen�Safety Information,by TPI and'SBCA)for 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 proppe y attach d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, om�nntius rtt as ap licable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to I, drawl gs 160A-Z for standard plate positions. Alpin a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e_ listin this drawing indicates acceptance of professfonat engineering responsibility solely for the design shown. The suitability and se of this yawing for any structure is the responsibility of the building Designer per ANSIfTPI 1 Sec.2. For m information see this'ous general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst.o ;SBCA•www.sbcindu .com;[CC:www.icesafe.or r Job Number:36CS00057 Ply:1 SEQN:682364/T29/SY42 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OIL Qty:6 FROM:GLM DRW: Truss Label: FT2 Wgt:142.8 Ibs / ... 05/29/2018 7'5"6 95"6 20'4" 7'5"6 2' 10110"10 F3"1_ 3I r5I �2'6"12---� 1-10"2 -� 1�'� �710 3"1f_1 =6X6 =3X4 =5X8 1114X6(R) 1113X6(R) W=3X4 =3X4 1112X4 =5X6 1112X4 AB C D E F G H I JK L M N O P � 1 AE AD AC AB AA Z Y X W V U T S R Q 1112X4 =4X10 1112X4 =6X6 1112X6 W=H0308(1) 1112X6 =6X6 =3X4 20'4" . I 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 ice Udefi U# Loc R !U /Rw /Rh /RL /W�. TCDL: 10.00 Speed:NA mph Pf.NA Ce:NA VERT(LL): 0.419 X 571 360 A 1108 !- 1- I- l- 13.0 BOLL: 0.00 Enclosure:NA Lu:'NA Cs:NA VERT(TL): 0.732 X 416 240 Q 1125 != /- /- !- /4.0 BCDL: 5:00 Category:NA Snow Duration:NA HORZ(LL):-0.052 O - - A Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.071 O - - Q Min Brg Width Req= 1.3 Mean Height:NA ft Code!Misc Criteria CreepFactor.2.0 Bearings A&Q are a rigid surface. NCBCLL:10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.679 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.B68 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA It Rep Factors Used:Yes Max Web CSI: 0.761 Chords Tens.Comp. Chords Tens: Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 1-1 0 0 I:NA GCp!:NA Plate Type(s): B-C 0-1212 I-K 0 -4235 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.15 C-D 0-1177 K-L 0 -4235 Lumber D-F 0-2910 L-M 0 -3421 E-F 0 0 M-N 0 -3421 Top chord 4x2 SP#1 F-G 0-4236 N-O 0,,-1950 Bot chord 4x2 SP#1 Webs4x2SP#3 G-H 0-4820 O-P 3,; 0 H-1 0-4667 Plating Notes All plates are 4X6 except as noted. Maximum Bot Chord Forces Per Ply(Ibs) (1)-plates so marked were sized using 0% Chords Tens.Comp. Chords Tens, Camp. Fabrication Tolerance, 0 degrees Rotational AE-AD 0 0 X-W 4803 0 Tolerance,and/or zero Positioning Tolerance. A area " AD-AC 2272 0 W-V 0 0 � AC-AB 3553 0 W-U 4501 I 0 Deflection t�' � AB-Z 3553 0 U-T 4501 0 Max JT VERT DEFL:LL:0.42"DL:0.36".See detail - qA_Z 0 0 T-S 3953 1 0 DEFLCAMB1014 for camber recommendations. ` 'recommendations. d 047182 Z-Y 4815 0 S-R 2785 I 0 a Y-X 4820 0 R-Q 1087 0 Additional Notes +2x6 continuous strongback.See detail "` STRBRIBRID14 for bracing and bridging Maximum Web Forces Per Ply(Ibs) recommendations. ATE OF Webs Tens.Comp. Webs Tensi'Comp. Webs are square cut except dbl diagonals or as , a�1' AE-B 14 0 W-1 471 -34 otherwise shown. B-AD 1598 0 i-T 0 -369 WE 4 Truss must be installed as shown with top chord up. e oa+ AD-D 0-1474 T-L 393 0 D-AC 688 0 L-S 0 -723 AC-F 0 -873 M-S 0 -71 SERALA F-AB 20 -15 S-N K6 0 40 015i 38 fF56 8180 EBB 7F 49 00,99 2E8 0S FB F-Z 944 0 N-R 0 '�-116 Z-G 0-1355 R-O 1200 0 ThUtem tsax3 eersele '.si ncd�s3 zcalnrfiay FAa lrAars3;sxis; G-Y 806 0 O-Q 0 -1516 €�€&L,f .tA37F�3f aai ttis dal+zghawn nfrnug35NL sxndsa: itid� X-H 436 -133 Q-P 0 -15 H-W 11 -738 P-Q 0 -44 wbtrd 4"afths dommest=not cea!&nd s4nd and=I d ed ft w.k s srAhmtkaEG= de must he adf9d Mmydectwnk 'I twins. � i "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an c7 SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary erwey, bracing per BCSI..Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face.of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer torats,nr drawings 16OA-Z for standard plate positions. Alppine,a division of ITW BuildinqComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the tnlss 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 drawing,indicates acceptance of pro_fessionq 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 ANSIITPI 1 Sec.2. For more Intannatim see this Fob's oeneral notes pacle and these web sftes:ALPINE:www.al ineU.com•TPI:www. inst.o ;SBCA www.sbcindu .com;ICC:www.iccsafe.orcI •Job Humber:36CS00057 Ply:1 SEQN:682366/T30/SY42 4EG�-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty: 1 FROM:GLM DRW. Tru4 Label: FT3 Wgt:182,0 Ibs .. / ... 05/29/2018 1712 it 2'6"12 2-6"12 7-{ V-3 =6X6 =5X8 =4X4 W=3X411 W=3X4 -5X6 1112X6 =5X6 1112X6 AB C D E F G III H 6( I J K L M N s T + v AA Z Y X W V LIT S R Q P O 1113X4 =6X10 =6X6 1112X6 1114X6(R) =4X4 1113X6(R)W=H0308 =5X8 =5X8 W=H0308 =4X6 20'4" I Loa ng Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLLk 40.00 Wind Sid: NA Pg:NA Ct:NA CAT:NA PP Deflection in too Udefl U# Lee R 1 U /Rw /Rh /RL /W TCD : 10.00 Speed:NA mph Pf NA Ce:NA VERT(LL): 0.330 V 724 360 A 1281 1- l- I- !- /3.0 B C L L�1 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.578 V 527 240 O 1170 1- /- /- !- /4.0 BCD[[: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.042 AA - - A Min Brg Width Req= 1.5 EXP:NA Des �d: 55.00 HORZ(TL):0.057 AA - - O Min Brg Width Req= 1.3 Mean Height:NA ft Code/Misc Criteria Creep Factor.2.0 Bearings A&O are a rigid surface. NCB•LL: 10.00 P TCDL:NA psf Soffi 0_00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.593 Load, uration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.581 Maximum Top Chord Forces Per Ply(Ibs) Space g:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.949 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 D H-1 0 -5121 I:NA GCpi:NA Plate Type(s): B-C 0-1547 I-J 0 -5121 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.15 C-D 0-3831 J-K 0 -4076 Lum IIer D-E 0-5123 K-L 0 -4076 Tohord 4x2 SP#1 E-F 0-5540 L-M 0 -2303 Bo tchord 4x2 SP#1 F-G 0-5540 M-N 0 -32 Web�I 4x2 SP#3 G-H 0-5537 7Spe 11a1 Loads Maximum Bot Chord Forces Per Ply(Ibs) —Lumber DucFac=1.00/Plate Dur.Fac=1.0D) Chords Tens.Comp. Chords Tens. Comp. TC: umber 50 plf at 0.00 to 50 plf at 5.85 TC:From 100 plf at 5.85 to 100 plf at 20.21 AA-Z 1 1 U-T 5551 0 BC: rom 5 plf at 0.25 to 5 plf at 5.85 Z-Y 2993 0 T-S 5469 0 BC:! rom 10 plf at 5.85 to 10 pit at 20.33 � Y-X 4687 0 S-R 5469 0 TC: 183 lb Cone.Load at 1.85,3.85,5.85 vlFi X-W 4687 D R-Q 4742 0 W-V 5503 0 Q-P 3301 0 Platt g Notes W. V-U 5551 0 P-O 1273 0 All pi tes are 6X8 except as noted. ft-* No 0471812 s Maximum Web Forces Per Ply(Ibs) Defl Ilion Webs Tens.Comp. Webs Tens. Comp. Max T VERT DEFL:LL:0.33"DL:0.25".See detail . ' DEFLI AMB1014 for camber recommendations. i AA-B 14 0 T-H 143 0 STATE. B-Z 1993 0 H-R 0 461 Additional Notes , Z-C 0-1914 R-J 501 0 +2xilcontinuous strongback.See detail V ,"" C-Y 1109 0 J-Q 0 -864 STR RIBR1D14forbracingandbridging Y-D 0-1109 K-Q 0 -67 reco mendations. D-X 20 -14 Q-L 1005 0 D-W 566 0 L-P 0 -1321 Web are square cut except dbl diagonals or as W-E 0 -503 P-M 1362 0 other ise shown. � . Trus must be installed as shown with top chord up. 40 015A38 FF 5B 81 BO BB 7F 48 00 99 2E 85 FS E-V 117 0 M-O 0 -1643 V-G 0 -20 O-N 142 0 rR3z ."led by v2wd, rt G-T 0 -119 N-O 0 -217 ps(,F2..19s.Gas .tartRra aleune uoroa umg a ssfc a zalezdmwAudx i�ted e�aas�cf�s drerx:srriara a+�tcra,��rsc9 stgnas smalsd aa4 its2.S:a� ant'kaEacasuDe ms3st bawN�f nn aer�dsctro� ccytns_. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s reqguire extreme care in fabricatingg handlin shopping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Comp, Safety Information,byy TPI and'SBCA)toF safety practices prior to pertormmg these functions. Installers shall provide bra temporarryy /n� cing er BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a proppefly attacrigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg Installed per BCSI sections 63,B7 or 610, pm�nnents,ur as ap icable. Apply places to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. defer to i drawl s 160A-Z for standard plate positions. Alpin a division of ITW Building.Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss i, conformance with ANSI�I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page• listen this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and a of this thawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For rn information see this'ob's gweral notes page and these web sites:ALPINE:www.al inedw.com;TPI:www. inst.o ;SBCA:www.sbcindu .com•ICC:www.ic.afe.org Job Number:36CS00067 Ply:1 SEQN:682332/T24/SY42 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty:3 FROM.GLM DRW: Truss Label: FT4 Wgt 36.4 Ibs / ... 05129/2,0 8 1-7"12 3'4" 1712 1'8"4 1'4"12 F3� 3 1'5"4 1112X4 =3X8 1112X4 A B C �_z--- =3X4 1114X4 —=3X4 3'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CSl Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in too Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf.NA Ce:NA VERT(LL): 0.002 E 999 360 F 183 /- I- I- I- I- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.004 E 999 240 D 183 /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 D - - F Min Brg Width Req= - EXP:NA HORZ L 0.000 D - - D Min Br Width Re Des Ld: 55.00 Mean Height:NA it � )� 9 q NCBCLL:10.00 Code/Misc Criteria Creep Factor.2.0 TCDL:NA psf BldgCode: FBC 2017 RES Max TC CSI: 0.101 Maximum To Chord Forces Per PI Ibs Soffit: 0.00 BCDL:NA psf P y(Ibs) Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.035 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:NA It Rep Factors Used:Yes Max Web CSI: 0.034 A-B 3 0 B-C 3 0 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:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber F-E 104 0 E-D 104 0 Top chord 4x2 SP#1 Bot chord 4x2 SP#1 Webs 42 SP#3 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs TensJ Comp. Hangers/Ties A-F 0 -83 B-D 0 ! -140 (J)Hanger Support Required,by others F-B 0 -142 D-C 0 -15 B-E 50 0 C-D 0 -70 Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. a ' Truss must be installed as shown with top chord up. : ` STATE 40015A38ff5B8lBOBB7F48CO992Eg5FB xfsfcitumAax&eeaaateNrestt'rjsd�,acied'amS�atad6y r�a�ss9laartk ! i�.(FS..tic.�dTE83tms tbadarctiht�wa a6 .u^.�ga SHAS I,I asaffis entScaza�t cx�6a. evmdzrpksofthkdnr.rmmr=Mot ctmfffmedAp�da d1=6d 2n6 ftsim.ta a macatim wAetaint baw,&L-4 ra=fdmmtmr a�7ax. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricatin handlin shi ping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Componen�Safety Information,by TPI an�'SBCA)foi satPety practices prior to pertormmpp these functions. Installers shall provide temporary �ry��y bracing per BCSI.Unless noted o herwlse,top chord shall have properly attached structtlral sheathing and bottom chord shall have a proper y ttachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, y�rtenfs,tr as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {2efer to I 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 I... in conformance with ANSI Pi 1,or for handling shippingt installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of pro fessfonai'engineering responsibility solely for the design shown. The suitability and use of this c7�awing for any structure is the responsibility if the Building Designer per ANSIITPI 1 Sec.2. For more Information see this iays general notes page and these web sites:ALPINE:www.al ineftw.com;TPI:www. irrst.o :SBCA:www.sbcindu .com;IM wwwkcssfe.ong I Job N'mber:36CS00057 Ply:1 SEQN:682427/T23/SY42 4EG ,Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty: 1 FROM:'GLM DRW: Truss` bei: FT5 Wgt:120.4 Ibs / ... 05/29/2018 10 0"4 18'0 2 10'0"4 71114 1'3"12-I f I F5 f 2'6"12--}�—2'6"12—'�`�I f-L-2"1�I f- 3"1�I f-17' 1112X4 1114X6(R) =3X6 =4X4 1113X4(R) W=3X4 =2X4(R) AB C D E F G H I J K L M N F�j0 8 T f 1 Z Y X W V U T S P 1112X4 =3X6 1112X4 W=3X4 =4X4 R Q =4X6 =3X6 i 18'0"2 - Loajig Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSl Criteria ♦Maximum Reactions(Ibs),or"=PLF TCLL 40.00 Wind Std: NA Pg:NA CC NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCD 10.00 Speed:NA mph Pfi NA Ce:NA VERT(LL): 0.054 X 999 360 A 543 /- /- /- /- 13.0 BCL 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.094 X 999 240 P" 199 (- /- /- /- /96.6 BCD 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.008 Y - - A Min Brg Width Req= 1.5 Des 55.00 M NA HORZ(TL):0.011 Y P Min Brg Width Req= - NCB ILL:10.00 ' Mean Height:NA It Code/Misc Criteria Creep Factor:2.0 Bearings A&S are a rigid surface. I TCDL:NA psf Soffit 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.635 Load uration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.259 Maximum Top Chord Forces Per Ply(Ibs) Space g:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.339 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 H-1 712 0 I:NA GCpi:NA Plate Type(s): B-C 0 -540 I-J 323 0 Wind Duration:NA WAVE VIEW Ver.17.02.02.1208.15 C-D 0 -508 J-K 323 0 Lum' r D-E 0-1051 K-L 323 0 E-F 0 -693 L-M 136 0 Top ord 4x2 SP#1 F-G 342 0 M-N 1 0 Bot c ord 4x2 SP#1 G-H 712 0 WebE 4x2 SP#3 Sp 1 Loads Maximum Bot Chord Forces Per Ply(Ibs) ---Q.umber Dur.Fac=1.00/Plate Dur.Fac.=1.00) Chords Tens.Comp. Chords Tens. Camp. TC: rom 50 plf at 0.13 to 50 plf at 5.85 Z_Y 0 0 U-T 302 0 TC:From 100 plf at 5.85 to 100 plf at 17.89 Y-X 1014 D T-S 0 404 BC:From 5 plf at 0.00 to 5 plf at 5.85 X-W 1069 0 S-R 0 -448 BC rom 10 plf at 5.85 to 10 plf at 18.01e TC: 168 lb Cone.Load at 1.85,3.85,5.85 ,�e W V 1069 D R-Q 0 114 * V-U 302 0 Q-P 46 0 Plat Notes All pi 1!es are 3X4 except as noted. Maximum Web Forces Per Ply(Ibs) V. :do Webs Tens.Comp. Webs Tens. Comp. Addi j,oval Notes Z-B 13 0 H-S 0 -162 See tail STRBRIBR1014 for bracing and bridging recor mendations. B-Y 712 0 S-1 0 -353 Web are square cut except dbl diagonals or as T o Y-D 0 -660 1-R 170 0 othe ise shown. D-X 63 0 K-R 0 106 �� X-E 35 26 R-L 0 284 Trus must be installed as shown with top chord up. " - E-W 18 -10 L-Q 11 -32 511 V-F 545 M-P 0 -65 -254 F-T 0 -895 N-P 0 -37 T-G 600 0 P-O 0 -7 40 01 5A 38 TF 55811 BO 65 7F48 00 99 2E 85 F8 G-S 0 -690 "It aM11M§ac 41-.dMAkca jStAdah 104bz Pia1AAMk nka� ft tadccp€=of drr_r at ma nacca didd-d Mod ddwdi,adiad xrad ktae' •T a400t imzC4a rdIztb a*W ear.a,CdcetrmaY vsZ;tax.. *'WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss reqqu!re extreme care in fabricating,handling shipping,installing and bracing._Refer to and follow the latest edition of BCSI(Building Comp nenf Safety Information,byy TPI anf7'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary erneg bracin per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd riggid ceilmd Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3,67 or 610, �� �nts aic as apa icab%. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to T drawl s 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 i conformance with ANSIrfPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page_. listin this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and a of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For mor information see this'oUs general,notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. into :SBCA www.sbcindu .com;IM www.imsafe.crii Job Number:36CS00057 Ply:1 SEQN:6824221 T31/SY42 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty:8 FROM:GLM DRW. Truss Label: FT6 Wgt:120.4 Ibs / ... 05129/2018 74"14 i 94"14 18'0"2 7'4"14 2' 8'7"4 F5� f--2'6"12---}--1'9"1D -{ I�1'10"43"1�13„12-I f—1,3" W=3X4 1115X6(R) =3X4 =3X6 1113X4(R) 1113X4(R) =3X4 =3X6 AB C D E F G H I J K L M T 1 AA Z Y X WV U T S R Q P O N 1112X4 =4X10 =4X4 1112X4 1115X6(R) 1112X6 W=H0308 1112X6 =5X6 18'0"2 it Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CS1 Criteria A Maximum Reactions(Ibs) TCLL: 40.00 Wind Sid: NA Pg:NA Ct:NA CAT:NA PP Deflection in too Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.283 S 747 360 A 981 1- /- • /- /- 13.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.494 S 544 240 N 998 1- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.043 L - - A Min Brg Width Req= 1.5 EXP:NA HORZ L 0.059 L - - N Min Br Width Re Des Ld: 55.00 Mean Height:NA ft � ) g q g Code/Misc Criteria CreepFactor.2.0 Bearing A is a rigid surface. NCBCLL:10.00 TCDL:NA psf ' Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.658 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.656 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.661 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 G-H 0 -3455 1:NA GCpi:NA Plate Type(s): B-C 0-1052 H-1 0 -2888 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.15 C-D 0-102D 1-J 0 -2888 Lumber D-E 0-2484 J-K 0 ;-2888 To chord 4x2 SP#1 E-F 0-3342 K-L 0� I-1687 P F-G 0-3653 L-M 3 0 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Maximum 13ot Chord Forces Per Ply(Ibs) Plating.Notes Chords Tens.Comp. Chords Tens Comp. All plates are 4X6 except as noted. AA-Z 0 0 T-S 3653 1 0 Hangers 1 Ties Z-Y 1970 0 S-R 3648 0 Y-X 2992 D R-Q 0 0 (J)Hanger Support Required,by others X-W 2992 0 R-P 3273 D Deflection 0. W-U 2992 D P-O 2369 0 v-u o 0 o-N 956 i o Max JT VERT DEFL:LL:0.28"DL:0.26".See detail U-T 3652 0 DEFLCAMB1014 for camber recommendations. Additional Notes4W:. Maximum Web Forces Per Ply(Ibs) +2x6 continuous strongback.See detail Webs Tens.Comp. Webs Tens Comp. STRBRIBR1014 for bracing and bridging Or WAA-B 13 0 G-R 0 -654 recommendations. " � as B-Z 1388 0 R-H 411 0 Webs are square cut except dbl diagonals or as r ` Z-D 0-1277 H-P 0 -525 otherwise shown. '• D-Y 714 D J-P 0' -84 Truss must be installed as shown with top chord up. Y-E 0 -692 P-K 671' 0 ON E-X 20 -15 K-O 0 -976 E-U 576 0 O-L 1017, 0 U-F D -923 L-N 0 -1333 F-T 643 0 N-M ti' -15 4001SA38FF58 81BO 807F4800992ES5FS S-G 411 -126 M-N 0 -44 s�itc lrer.%3ias�aztaaekca red'.arr:�:�mfvd6}r P�aCxxa-0AEarttttex, (�[..us.e�sst��s+ stnsvrea6¢smae�nga533. E`r3nsud'.espiss�tttih dra�cz: t sratcs�?�crcd s� �si i��f � �.e sis.: +.as.3�ent3ca9as�ge+afl�rtrsseB� rS .E.cac am��ectmr�. . i iaE3. **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricatin handling shi ping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,bV TPI anSBCA)foi saety practices prier to performing these functions. Installers shall provide temporar errtiey bracing per BCSI..Unless noted o herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propper y at rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Insfalled per BCSI sections B3,B7 or 810, Q t ru as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 1' 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 I... in conformance with ANSIlI 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 pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes pacle and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst.o ;SBCA:www.sbdndu .coin'ICC:www.iccsafe.o i a i Job mber:36CS00057 Ply:1 SEQN:682431/T34!SY42 4EG -Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty:8 FROM:GLM DRW. Trus Label: FT7 Wgt:117.6lbs ._ / ... 0 512 912 01 8 i 57'8 7-7"8 17'3"2 57"8 2' 97"10 N2 t 5" ff� 1'3"12 1'3"12 �—2'6"—�1 1-11" �'f`—2'6"_�� .+_ +—2'6" VW"I =4X6 W=3X4 1115X6(R) =3X4 1114X6(R) 1113X4(R) =3X4 =4X4 =4X6 AB C D E F G H I J K L M N 3- T 1 S R Z =—X6 X X6 1114 6(R) 1113X6(R) =4X4 =3 6 =X6 =4OX6 W=H0308 I 173 2 i I Loac ng Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLI 40.00 Wind Sid: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCD 1: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.293 U 691 360 A 939 /- !- /- !- 13.0 BCL1 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.612 U 503 240 O 956 /- Category:NA BCD! . 5 00 EXP:NA Snow Duration:NA HORZ(LL):-0.039 M - A Min Brg Width Req= 1.5 Des id: 55.00 HORZ(TL):0.053 M - - O Min Big Width Req= - NCB 10A0 P Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearing A is a rigid surface. �LL: TCDL:NA psf G Soft 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TCSI: 0.805 Loac uration:1.00 MWFRS Parallel Dist:NA TPI Sid: 2014 Max BC CSI: 0.699 Maximum Top Chord Forces Per Ply(Ibs) Spa i g:24.0" C&C Dist a:NA it Rep Factors Used:Yes Max Web CS I: 0.629 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 H-1 0 -3190 I:NA GCpi:NA Plate Type(s): B-C 0-1002 I-J 0 -3191) Wind Duration:NA WAVE,HS VIEW Ver.17.02.02.1208.15 C-D 0 -972 J-K 0 -2710 Lum er D-E 0-2342 K-L 0 -2710 Top,'Ihord 4x2 SP#1 E-F 0-3175 L-M 0 -1603 F-G 0-3198 Bot ord 4x2 SP#1 Web 4x2 SP#3 G-H 0 3209- i Platt ig Notes Maximum Bot Chord Forces Per Ply(Ibs) All p ites are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Z-Y 0 0 T-S 3302 0 Han ers/Ties Y-W 1868 0 S-R 0 0 (J) nger Support Required,by others ` � ,; X-W 0 0 S-Q 3074 0 Defl rtion _ W. W-V 2724 0 Q-P 2261 0 V-U 3198 0 P-O 913 0 Max I T VERT DEFL:LL:0.29"DL:0.26".See detail U-T 3305 0 DEF CAM61014 for camber recommendations. NO 04702, Add ional Notes Maximum Web Forces Per Ply(Ibs) +2x Webs Tens.Comp. Webs Tens. Comp_ continuous strongback.See detail ,; �s STR IRIBRIO14 for bracing and bridging Z-B 12 0 S-J 251 0 recoi imendations. OF 4 - B-Y 1321 0 J-Q 0 -495 Web are square cut except dbl diagonals or as 041. Y-D 0-1204 K-Q 0 -67 othe vise shown. D-W 660 0 Q-L 611 0 Trus must be installed as shown with top chord up. W-E 0 -773 L-P 0 -915 E-V 1023 0 P-M 959 0 V-F 0 -466 M-O 0 -1274 ' G-U 307 -118 O-N 0 -15 U-H 217 -495 N-O 0 -44 40 01 5A38 FF 513 81 Eli SB 3F48 00 99 2E 85 FS H-S 18 -315 Thu iumhws bsdsc dtzo '"*ned vsd U20ml by martin �E£ki..tt,-.�4#:E2).ostCnme:�IDrzhnsaraaGm.a�ts�mei�aSN�r. �sthdmtt�a: s�rda. m3 zs� s:��s if�ra,acaat�rm s�arotcrexnr8sassd sa�.srsi e�k3rF I aa�e tt�u.5'R..z #asnE§taS�rms.�9s ens�t: �vifiasc argr�ectmmtz. I c�etns. **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trus s require extreme care in fabricating,handling shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Com nengt Safety Information,by TPI anr7'SBCA)handling,safety practices prior to performing these functions. Installers shall provide temporary c lrey. bract,g per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeny attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or 610, yx Tgttexats raz as ap''Iicabte. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to t drawl gs 160A-Z for standard plate positions. Alpin',a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss' conformance with ANSI�I PI 1,or for handl%shipping,installation and bracing of irusses.A seat on this drrawing or cover page .. listin this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and se of this thawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. For information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst.o ;SBCA:www.sbdndu .corn;]CC:www.iccsafe.org t } Job Number:36CS00057 Ply:1 SEQN:682407/T38/SY42 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty:2 FROM:GLM DRW: Truss Label: FT8 Wg:t 137.2 Ibs / ... 05129/2a118 it TB" 19,10" 2' } 12'2" 11'—2'6"— -2'S"---{ �'6°�—2-6" 1'3"1-2T 3 12 _2,6" =4X6 =3X4 1115X6(R) =3X4 =4X10 1113X4(R) W=3X4 =4X4 =4X6 =3X4=2X4(R) AB C D E F G H I J K L M N O a � 1 AC AB AA Z Y X W V U T S R Q =5X6 =5X6 1114X6 1113X6(R) =4X4 W=H0308 =4X6 =4 10 =4X4 =4X6 1 T4" 2'6" 19,10" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TOLL: 40.00 Wind Sid: 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): 0.292 X 699 360 A 943 /- 1- /- !- /3.0, BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.558 X 510 240 R 1239 /- /- /- !- 14.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.037 L - - A Min Big Width Req= 1.5 Des Ld: 55.00 EXP:NA Mean Height:NA ft HORZ(TL): 0.053 L - - R Min Big Width Req= 1.3 NCBCLL:10.00 g Code/Misc Criteria Creep Factor.2.0 Bearings A&R are a rigid surface. Soffit: 0.00 BCDL:NA psf BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.925 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Sid: 2014 Max BC CSI: O:B44 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.618 Chords Tens.Comp. Chords Tens.Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 H-1 0 -3201 I:NA GCpi:NA Plate Type(s): B-C 0 -984 I-J 0 -2711 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.15 C-D 0 -957 J-K 0 -2711 Lumber D-E 0-2355 K-L 0 '-1581 Top chord 4x2 SP#1 E-F 0-3193 L-M 273 0 Bot chord 4x2 SP#1 F-G 0-3201 M-N 273 0 Webs 4x2 SP#3 G-H 0-3201 N-O 0 -5 Plating Notes Maximum Bot Chord Forces Per Ply(lb's) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens� Comp. Additional Notes AC-AB 0 0 W-V 0 0 AB-Z 1833 D W-U 3079 0 +2x6 continuous strongback.See detail AA-Z 0 0 U-T 3079 0 STRBRIBR1014 for bracing and bridging � , �e � Z-Y 3178 0 T-S 2252 0 recommendations. ' Al M '* Y-X 3193 0 S-R 891 1 -12 Webs are square cut except dbl diagonals or ase '" X-W 3302 0 R-Q 0 -61 otherwise shown. 04-71 Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens Comp. #` AC-B 12 0 J-T 0 -67 � T-E B-AB 1298 0 T-K 646' 0 s AB-D 0-1180 K-S 0 -955 41*pNe. D-Z 726 D S-L 982! 0 � � Z-E 0-1121 L-R 0 -1291 E-Y 509 0 M-R 0 -144 F-X 228 -156 R-N 0 -28B X-G 267 -488 N-Q 8 0 ( G-W 47 -344 O-Q 0 -42 40 015An FF558180857F4800992E85F5 W-1 278 0 P-Q 0 -11 Thii item heabrc+eIcx&cAka1YApAe=d^maladby Aat'ya-1kurk1nw, .its.vr��r¢aswsddtnatw�igs3rt3 I-T 0 -522 l,-tad eepind0A de�nti not conelAmed and migd and t3^:e. :a, aa.RBeenfk'a6Ccuyc ens tr wae8f5e sf cn MY40drank r�y)as. II **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing._Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary dney bracing per BCSI..Unless noted dtherwise,top chord shall have properly attached structural sheathingp 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 610, ors din is uz as applicable. AppTy ptales 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 Buildipt�,Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the I truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drrawing or cover page_. listing this drawingg indicates'acceptance of professions 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 ANSIITPI 1 Sec.2. For more information see this lob's qeneral notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst.o ;SBCA:www.sbcindu .com;ICC:wwmiccaafe.org. Job mber•36CS00057 Ply:1 SEQN:6824111 T431 SY42 4EG Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL City:7 FROM:GLM DRW: Trus'Label: FT9 Wgt:119.0 Ibs .. / ... 0 5/29120 1 8 i 68" 1 7'8" 17'4" 68" 2' 918" i fl �5� f` 2-6"12 1 �3„1 3"1� f"1'3" 1113X4(R) 1115X6(R) =3X4 1112X4 W=3X4 =3X4 1112X4 =4X4 1112X4 AB C D E F G H I J K L M T 3" T Y X W V U T S R O P O N 1112X4 =6X6 =5X6 1112X6 1113X6(R) =4X4 =3X6 W=H0308 17'4" i I Loac ng Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSl Criteria ♦Maximum Reactions(Ibs) TCL 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCD 1: 10,00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.310 T 657 360 A 943 1_ /_ /_ /_ /3.0 BCL.1 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.547 T 504 240 N 960 /- /- /- /- 14.0 BCD 1: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.039 L - - A Min Brg Width Req= 1.5 EXP:NA HORZ L 0.054 L - - N Min Br Width Re 1.3 Des d: 55.00 (T ) 9 q Mean Height:NA ft Code/Misc Criteria CreepFactor:2.0 Bearings A&N are a rigid surface. NCB LL:10.00 TCDL:NA psf Soffi 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.908 Load urat!on:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.788 Maximum Top Chord Forces Per Ply(Ibs) Spaci g:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.628 Chords Tens.Comp. Chords Tens. Comp. Lac.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 G-H 0 -3218 I:NA GCpi:NA Plate Type(s): B-C 0-1000 H-1 0 -3218 Wind Duration:NA WAVE,HS VIEW Ver.17.02.02.1208.15 C-D 0 -970 1-1 0 -2726 Lum er D-E 0-2377 J-K 0 -2726 To ord4x2SP#1 E-F 0-3212 K-L 0 -1611 P F-G 0-3221 L-M 3 0 Bot ord 4x2 SP#1 Web 4x2 SP#3 Maximum Sot Chord Forces Per Ply(Ibs) Plati g Notes Chords Tens.Comp. Chords Tens. Comp. All pl tes are 4X6 except as noted. Y-X 0 0 S-R 3319 0 Defl d'i ion X-V 1863 0 R-Q 0 0 W-V 0 0 R-P 3096 0 Max T VERT DEFL'LL:0.31"DL:0.29".See detail r• V-U 3198 0 P-O 2273 0 DER' AMB1014 for camber recommendations. �� " � �, � U-T 3212 0 O-N 918 0 Add Tonal Notes RIP T-S 3323 0 +2x continuous strop back.See detailNO 047102 . STR RIBR1014 for bracing and bridging Maximum Web Forces Per Ply(Ibs) reco imenclations. Webs Tens.Comp. Webs Tens. Comp. Web are square cut except dbl diagonals or as lip - Y-B 12 0 R-I 254 0 othevise shown. . B-X 1318 0 1-P 0 -502 Trus must be installed as shown with top chord up. a X-D 0-1200 J-P 0 -68 , D-V 716 0 P-K 616 0 10V V-E 0-1114 K-O 0 -920 im � + F-T 497 -120 O-N 960 -1280 T-G 220 -495 N-M 0 -15 G-R 46 -315 M-N 0 -44 4001SA FF58S 608137€4E00992E85FB '&Rstxltsrninas.$sersck :ais aes�'.andx iadtry. marttnea, n(B..tls..0 MUtwthadaftsfitwa aban mhlga SK&I ssrcksaw nzad& vaataad ar a"s tttrrK afrxta a=..t cwA&zod sfgnoda is. kd max¢ :,�%,�zastlasst+�Ca �de rs,ce ue HsrNsdent a �atnrr� saint I 1 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trussi s rec1 uire extreme care in fabricatingg handling9 shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Coin nern[Safety Information,by TPI and'SBCA)f-or safety practices prior to performing these functions. Installers shall provide temporary f77y� braci er BCSI.Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attac tl rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or 610, o �n7 as ap licabV Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 1 drawl gs 160A-Z for standard plate positions. Alpin j a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss conformance with ANSIrtP1 1;or for handling shipping,installation and bracing of trvsses.A seal on this drawing or cover pa e__ listin this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and se of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For m � information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst.e :SBCA:www.sbcindu .com;[CC:www.icesafe.org I i Job Number:36CS00057 Ply:3 SEQN:682433/T33/FLAT 4EGB-Galen-2432"H"OIL/DR Horton/4EGB-Galen-2432"H"OL Qty: 1 FROM:GLM DRW: Truss Label: FG1 Wgt:117.6 Ibs .. / ... 05/29/2018 1,5'r3" 1'9"9 3.10"2 5-9"3 7-8"4 9'7"5 11.6"6 13-3"15 I 15'3" il5—"I 1'9"9 2'0"9 } 1'11"1 } 1'11"1 1'11"1 I 1,11"1 1'9"9 1'11"1 1112M� =4X10 =4X6 =4X4 =4X4 =4X10 =3X10 A B C D E F G H I Tr Yr 1 R Q P O N M L K J =3X10 =4X6 =4X4 =4X4 =4X10 =4X10 15'8" f 1.9"9 1-11"1 } 1'11"1 } 1,11"1 1'11"1 2'0"9 T 1'11"1 11919 i H 279 4'1"10 6'0"11 7'11"12 910"13 1111"6 13107 15'8" Loading Criteria(psp Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Sid: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.262 E 718 360 R 4842 /- / - BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.458 E 522 240 J 4001 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 A - - R Min Big Width Req= - EXP:NA Des Ld: 55.00 HORZ(TL): 0.053 A - - J Min Brg Width Req= 1.5 Mean Height:NA it Code!Misc Criteria CreepFactor:2.0 Bearing J is a rigid surface. NCBCLL:10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.557 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.572 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA it Rep Factors Used:Yes Max Web CSI: 0.878 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:20(0)/l0(0) Mfg Specified Camber: A-B 0 -16 E-F 0 -6420 1:NA GCpi:NA Plate Type(s): B-C 0-2970 F-G 0 '-5844 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 C-D 0-4929 G-H 0 -4563 Lumber D-E 0-6095 H-1 0 -2536 Top chord 2x6 SP#1 Bot chord 2x6 SP M-26 Maximum Bot Chord Forces Per Ply(lb�) Webs 2x4 SP#3:W3 2x4 SP#1: Chords Tens.Comp. Chords Tens.,Comp. Naiinote R-Q 2677 0 N-M 60231 0 Nail Schedule:0.128"xW,min.nails Q-P 4731 0 M-L 4854I 0 Top Chord:2 Rows @ 4.50"o.c.(Each Row) P-O 6028 0 L-K 2939i 0 Bot Chord:1 Row @12.00"o.c. O-N 6500 0 K-J 12 0 Webs :1 Row @ 4"o.c. ,;_ , Repeat nailing as each layer is applied.Use equal ew Maximum Web Forces Per Ply(Ibs) spacing between rows and stagger nails in each rower r Webs Tens.Comp. Webs Tens. C to avoid splitting. ; A-R 0 -305 N-F 4511 0 Special Loads R-B 0-2923 F-M 0 -566 —(Lumber Dur.Fac.=1.00/Plate Dur.Fac=1.00) B-Q 927 0 M-G 1123 0 TC:From 50 pif at 0.00 to 50 plf at 15.67 Q-C 0-1998 G-L di 919 BC:From 5 plf at 0:00 to 5 plf at 15.67 Zo C-P 628 0 L-H 1 B43 0 TC: 998 lb Cone.Load at 0.54,2.48,4.48,6.48 - P-D 0-1247 H-K 0 -1275 7.52,9.52,11.52,13.52 D-O 212 0 K-1 2773 0 Plating Notes x E-N 3 _2J`4-460 1-J 0 -1236 All plates are 3X4 except as noted. �:� � � 0 . Purlins The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. 40 015ASt3 t=FSti$.Bt)BB 7F45 tit}99 2E85 FB Additional Notes Thuhem&=bc�n wo aledby��7uars , PE(&6.irL'&2{cn tdr shows aEsewa w.tng�SFfid�3 Truss must be installed as shown with top chord up. �a�aserr�cae �saa I Eerancsdrxt�.xrtasa orrtcxx3sl�'"txttd �'ad e�aled armd t1-eSiasenCaarzsleni3Pdeas a��?�ectim .. sins. `"WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating,handlingshi ping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Componengt Safety Information,byy TPI and SBCA) r satpety practices prior to performing these functions. Installers shall provide temporaryV nrrey bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proPpefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, ppr rcrt�tats iae as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to r. drawings 160A-Z for standard plate positions. i 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 drawmg or cover page_. listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. For more information see this bVs general notes pacie and these web sites:ALPINE.www.al'neflw.com:TPI:www. inst.o ;SBCA:www.sbdndu .com;ICC:wwmic safe.o i i ss I Job tuber:36CS00057 Ply:3 SEQN:682437/T35/FLAT 4EG Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty: 1 FROM:GLM DRW: Trus Label: FG2 Wgt 117.6Ibs / ... 0 5/2 9120 1 8 1�" 1.9"9 3'10"2 5-9"3 7'8"4 9'7"5 I 11'6"6 13'3"15 1513" I' 1'9"9 `� 2'0"9 1'11"1 { 1'11"1 + 1'11"1 T" 1'l1"1 1'9"9 + 1'11"1 I 1112X4 =3X10 =4X6 =4X4 =4X10 =3X10 A B C D E F G H I Yr TEE 1 1• R Q P O N M L K J =4X10 =4X6 =4X4 =3X10 =4X10 I 15'8" 1'9"9 1'11"1 1'11"1 1'11"1 1'11"1 2'0"9 i 1'11"1 1'9"9 5"r 2'2"9 I 4'1"10 + 610"11 7'11"12 ' 9'10"13 } 11'11"6 1 13'10"7 + 1518"I H Loa ng Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefifCSI Criteria ♦Maximum Reactions(Ibs) TCL 40.00 Wind Sid: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U !Rw /Rh /RL /W TCD I: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.257 E 731 360 R 4246 /- /- - BCL 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.450 E 532 240 J 4266 /- /- !- /- /3.6 BCD 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 J - - R Min Brg Width Req= - EXP:NA HORZ L 0.054 J - - J Min Br Width Re 1.7 Des d: 55.00 R ) g q Mean Height:NA ft Code/Misc Criteria Creep Factor.2.0 Bearing J is a rigid surface. NCB�LL:10.00 P TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.502 Soffi; 0.00 BCDL'NA psf Load uration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.996 Maximum Top Chord Forces Per Ply(Ibs) Spac g:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.769 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: A-B 0 -15 E-F 0 -5688 I:NA GCpi:NA Plate Type(s): B-C 0-2693 F-G 0 -5292 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 C-D 0-4418 G-H 0 -4210 Lum er D-E 0-5396 H-1 0 -2405 Top I hord 2x6 SP#1 Bot ord 2x6 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Web 2x4 SP 93:W3 2x4 SP#1: Chords Tens.Comp. Chords Tens. Comp. R-Q 2431 0 N-M 5444 0 Nailto Q-P 4252 0 M-L 4464 0 Ilt Nail chedule:0.128"x3",min.nails Top hord:2 Rows @ 4.50"o.c.(Each Row) P-O 3 0 L-K 27 0 Bot Chord:1 Row @12.00"o.c. O-N 6735 0 K-J 14 0 Web :1 Row @ 4"o.c. ,,, Rep( A nailing as each layer is applied.Use equal gar Maximum Web Forces Per Ply(Ibs) spac ig between rows and stagger nails in each row # � Webs Tens.Comp. Webs Tens. Camp. to av iid splitting. v A-R 0 -237 N-F 277 0 Spec a1 Loads or No 0471 * R-B 0-2655 F-M 0 -481 — umber DucFac=1.00/Plate Dur.Fac.=1.00) B-Q 827 0 M-G 940 0 TC: rom 50 pif at 0.00 to 50 pif at 15.67 Q-C 0-1770 G-L 0 -801 BC rom 5 pif at 0.00 to 5 pif at 15.67 C-P 523 0 L-H 1616 0 TC;1956 lb Conc.Load at 0.85,2.85,4.85,6.85 P-D 0-1046 H-K 0 -1208 8.8 10.85,12.85,14.85 STATE 01 F D-O 180 0 K-1 2627 0 we O-E 0 -385 I-J 0 -1338 Plati I g Notes E-N 3 -150 All pl I it es are 3X4 except as noted. a � x Purlrl s The C of this truss shall be braced with attached :1 spank at 24"oc in lieu of structural sheathing. S Rd 40 01 SA38:FF 50 81 BO 813 7F48 00 99 2E 85 FI8 Add"ional Notes 'AuIto rnI=b—tt��' n�wl ra �a��tbyrxar-1martifa- Trus must be installed as shown with top chord up. EOL. `eraszfcn� d x"ar atralgasfa=a aatheniacaxaea�1n. 8 t. egak=& ndra_css t=.a�otcaa 3d'crad eg ad andx Iod am&zw--A.�aviboAt�mikaa cod a nta—t bc�rlf.�ed.onagtdectrmrL- raea3m I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss s re qquire extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Com nent-Safety Information,bV TPI anc7'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracir er BCSI.Unless noted d1herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attac d rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, ppr Jvnent arc asap'livable. Apply plates to each face of truss and position'as shown above and on the Joint-Details, unless noted otherwise. kefer to I drawl I gs 16OA-Z for standard plate positions. Alpin a division of ITW BuildinccLLComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drrawing or cover pa e_. listin this drawing indicates acceptance of protessronal engineering responsibility solely for the design shown. The suNi bility and se of this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. For mo' information see this'ob's general notes Pacie and these web sites:ALPINE:www.al ineitw.com TPI:www.tpinst.org;SBCA:www.sbcirvdu .com;ICC:www.Iccsafe.orcI I Job Number:36CS00057 Ply:1 SEQN.686376/T44/EJAC 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty:3 FROM:GLM FDRW:Truss Label: 4EJ3 Wgt:12.6 Ibs / ... 05/29/2018 I 4 12 C T T N d. 2X4(A1)B d 1 A r- D SEAT PLATE REQ. 1'.0"8 3' 31 Ii Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CS1 Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in too Udefi U# Loc R /U /Rw /Rh /RL /W j III TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 194 189 /154 /- /58 17.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 49 /6 /39 /- /- 11.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.002 D - - C 62 /43 124 /- /- /1.5 Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL):0.002 D - - Wind reactions based on MWFRS NCBCLL:10.00 9 Code/Misc Criteria Creep Factor.2.0 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.184 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.069 C Min Big Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CS 1: 0.000 Bearing B is a rigidseatsurface. FT/RT:20 0/10 0 Mfg Specified Camber: Bearing B requires a seat plate. Loc.from endwall:Any ( ) ( ) 9 P GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens, Camp. Lumber Top chord 2x4 SP#1 A-B 19 0 B-C 20 -62 Bot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B-D 0 0 v I F o SEFOA ... Lam:. 40 015A3EfF5B91 0B57F4800992E85FB I *49 netshaa9aaere ciz cd: afad by taiaxa 9FA nin"', �E(�L.tke.�4?S9.Masit�i��a:2s,�hawna �sr�eg�5£3Ai crt�xv,�ss��az. te�.e��rsrsfct� �a..�atarua sdsras3 ss�ie3d �e kic.::isA.:iYsass�5s�as�9amue �sfassasy*�sxtra��' ,i ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricatingg handlin shipping,installing and bracing. Refer to and follow the latestedition of BCSI(Building Component Safety Information,by TPI anr7'SBCA)toy safety practices prior to pertorming these functions. Installers shall provide temporary arnetf bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propper y .t1l. e VCdr � txir as applicable. Apply plates to each face.of truss and position as shown above and on the Joinf Details, unless noted otherv✓ise. (Zefer to 1 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�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 professional engineering responsibility solely for the design shown. The suitability i 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 i&s neneral notes paQe and these web sites:ALPINE:www.ai ineKw.com;TPI:www. inst.o ;SBCP:www.sbandu .corn;IM www.iccsafe.o i Jab tuber:36CS00057 Ply:1 SEQN:686378/T37!HIP_ 4EG Galen-2432"H"OL/DR Horton J4EG8-Galen-2432"H"OL Qty:2 FROM:GLM DRW. Truss,Label 4CJ3 Wgt:15.41bs .. / ... 05/29/2018 12 2.83 o C T _LO T C;) 2X4(A1) B ch 3� A E D SEAT PLATE REQ. 1 r5n � 4'2"14 47'14 Loa' ng Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCL 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh J RL /W TCD is 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):NA E 151 /77 /- /- /- /10.6, BCL III 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 70 /4 /- !- J- /1.5 Risk Category:II BCD 10.00 Snow Duration:NA HORZ(LL): 0.001 D - - C 36 /5 /- /- !- /1.5 EXP:C HORZ TL 0.004 D - - Wind reactions based on MWFRS NCBCLL: 0. Des}'. 000.00 Mean Height:15.00 ft ( ) Code/Misc Criteria Creep Factor.2.0 E Min Brg Width Req= 1.5 i, TCDL:4.2 psf 1 D Min Brg Width Req= - Soffi 2.00 BCDL:5.0 sf Bldg Cade: FBC 2017 RES Max TC CSI: 0.081 P C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.111 S a i 24.0" C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI: 0.000 Bearing E a rigid surface. P g Loc.from endwall:Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearing E requires a seat plate. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumler A-B 9 -7 B-C 9 -2 Top ord 2x4 SP#1 Bot �ord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Wind Chords Tens.Comp. Winc loads and reactions based on MWFRS. B-D 0 0 * * 510#10 0 MIAL* 40 01 SAS8 FF 58 81BO BB 7i-49 00 99 2E:85 FB rt&-Ito h=Leafs and seated iq rlsa ,d Martbna:& ,£(rL.tic.�LTiH2l cci tAxd3L*shaN�n alacva w.6ag a SHA»3. aci3tr'ntua�aasn9r. Fmmdzs3*�fthis dss_--A—mat=—w&md",d d:eaicd =6 try: 3 ss3ttant;ca"...�zsee9a enrsl k�.mcrifaed arir aa�dcctram� c=im "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trus s require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Com orient Safety Information,by TPI and'SBCA)to'r safety practices prior to performing these functions. Installers shall provide temporary ertrey braci g per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attac ed riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or 610, onr mrre�rts,uz as a 'Plicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (tefer to i draw rgs 160A-Z for standard plate positions. Alpin a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss n conformance with ANSI PI 1,or for handlim shipping,installation and bracing of trusses.A seal on this drawing or cover page, listi this drawing indicates acceptance of pro essronal engineering responsibility,solely for the design shown. The suitability and se of this thawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For rrrore information see this iob's general notes page and these web sites:ALPINE:mm.al inedw.com:TPI:www. inst.o ;SBCA:www.sbcindu .com;[CC:www.icesafe.org Job Number:36CS00057 Ply:1 SEQN:686380/T12/HIPS 4EGB-Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty: 1 FROM:GLM DRW: b Truss Label: 4D2 Wgt:44.8 lbs / ... 05/29/2 18 3'0"8 6'11"8 10, r' 3'0"8 + 311" 3'0"8 12 4 C=4X6 4 N T v =2X4(A1)B E=2X4(A1) 7- 1 5 H F r H G 1112X4 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 10' 374 1 3'5"12 3'4" r 3'2"4 6'8" 10, 1, Loading Criteria(psQ Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# LOG R /U /Rw /Rh /RL /WI.1 TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.029 G 999 240 B 632 /268 /- !- /- /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.077 G 999 180 E 632 /268 BCDL: 10.00 Risk Category:li Snow Duration:NA HORZ(LL): 0.009 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL):0.016 G - - B Min Brg Width Req= 1.5 NCBCMean Height:15.00 It Code/Misc Criteria CreepFactor:2.0 E Min Brg Width Req= 1.5 Soffit :1-00 TCDL:4.2 psf Bearings B&E are a rigid surface. Soffit 2.00 BCDL:5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.227 9 9 Load Duration:1.25 p TPI Std: 2014 Max BC CSI: 0.317 Bearings B&E require a seat plate. MWFRS Parallel Dist:D to h/2 Spacing:24.0" C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI: 0.065 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:17.02.02.1208.15 A-B 19 -14 D-E 484 -1297 Lumber B-C 482-13D4 E-F 19 -14 Top chord 2x4 SP#1 C-D 439-1256 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens Comp. Special Loads i -(Lumber Dur.Fac=1.25/Plate Dur.Fac.=1.25) B-H 12 -442 G-E 1210 -444 TC:From 55 plf at -1.00 to 55 plf at 3.04 H-G 1239 -440 TC:From 27 plf at 3.04 to 27 plf at 6.96 TC:From 55 plf at 6.96 to 55 plf at 11.00 Maximum Web Forces Per Ply(lbs) BC:From 4 If at -1.00 to 4 if at 0.00 p. p. p p ., Webs Tens.Com Webs Tens: Coin BC:From 20 plf at 0.00 to 20 plf at 3.07 � v BC:From 10 plf at 3.07 to 10 plf at 6.93, ij e C-H 164 0 G-D 170 0 BC:From 20 plf at 6.93 to 20 plf at 10.00 C-G 17 0 BC:From 4 plf at 10.00 to 4 plf at 11.00 No 047102, � ' TC: 97 lb Conc.Load at 3.07,6.93 TC: 62 lb Conc.Load at 5.00 ,tee , AW BC: 119 lb Conc.Load at 3.07,6.93 BC: 49 lb Conc.Load at 6.00 Wind STARTS Wind loads and reactions based on MWFRS. PO "" xa� �r 40 015A,38 FF 55 81 Bit B3 7F48 00 99 26 85 FIB rhft tt¢tsHixsBae¢ry mtat3r�z4ga¢d.�3 s�zla�'t�y.rd�uc8lkartz. �E i...tae.NrIS21 on Vic dtt&tfffan aban Wag a ssm-'l i as�,¢nt3sarcas�a Pvtatrd cw=atd%doc"^,^ame notmui&aad tin an4scabd I asad ttse�A-ia�h¢atkaa;caes cado m+�rte vadf�icn s�*�¢ctrar� rmyfrs: **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing._Refer to and follow the latest edition of BCSI(Building Componen[Safety Information,b TPI and'SBCA)tar safety practices prior to performing these functions. Installers shall provide temporary crrrey, bracing per BCSI.Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progerllr y attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or 610, onr x�neitts tar as applicable. Apply plates to each face.of truss and position.as shown above and on the Join Details, unless noted otherwise. kefer to i drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildinp�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the 1 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 prof ,essions engmeenng 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/TP11 Sec.2. For more information see this"Vs general notes page and these web sites:ALPINE:www.al oineftw.com;TPI:wwfr. inst.o ;SBCA:wvnv.sbdndu .com'[CC.,www.iccsafe.orq Job Number:36CS00057 Ply:1 SEQN:686382/T181 COMN 4EG13(Galen-2432"H"OL/DR Horton/4EGB-Galen-2432"H"OL Qty:2 FROM:GLM DRW: Truss) bel: 4D1 Wgt:36.4lbs / ... 05/29/2018 ! 5' 1 10, _I r 5' 1 5' 12 C=4X4 T 4 T in r =2X4(A1)B D=2X4(Al) N to 5 A E � F 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 10, I 5' } 5' � 1r 5' 10, Loa ng Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CS1 Criteria ♦Maximum Reactions(Ibs) TCLd: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Vdefi L/# Loc R /U /Rw /Rh /RL /W TCD 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.013 F 999 240 B 433 /205 /272 /- /79 18.0 BCL i 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.033 F 999 180 D 433 1205 1272 1- /- /8.0 Risk Category:II BCDL� 10.00 Snow Duration:NA HORZ(LL): 0.004 F - - Wind reactions based on MWFRS Des fd: 37.00 EXP:C HORZ(TL):0.007 F B Min Brg Width Req= 1.5 Mean Height:15.00 ft Code 1 Misc Criteria Creep Factor.2.0 D Min Brg Width Req= 1.5 NCBLL I :10. P I 00 TCDL:4.2 psf Bearings B&D are a rigid surface. Soffit', 2.00 BCDL:6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.192 Bearings B&D require a seat plate. Load uration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.213 Spac g:24.0" C&C Dist a:3.00 H Rep Factors Used:Yes Max Web CSI: 0.078 Loc.from endwall:not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver 17.02.02.1208.15 A-B 19 D C-D 470 -638 Lum er B-C 470 -638 D-E 19 0 Top I ord 2x4 SP#1 Bot ord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Web 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. I Win B-F 575 -351 F-D 575 -351 Mem,er design based on both MWFRS and C&C. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. MA. 0-F 206 27 2 4 rA. E or- 4OOS-5A3B FF5B 81_f3O BBW4&00 692EBS'FS xFrrr$at%'iK$a&3aCfl ekiCeca'k�'61d', axiafad is}+Masuml E,aarttmca (a..tic.asziszE on tic ca5c st�wn a6¢�e v.an6�sN.wx entscrtit�scrde. �sfiaasd cay�sa�itl+as d.r..�-_r ua a�a4 cssrss3r�ad s�mer3��stalavi and tFcwiA.T sxsihenYEoSsaascG:la enr�t Yaawcrlf3�rar asya3airarsk sa�lnx.. •`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! --IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trus s reqquire exfreme care in fabricatingg handlingg shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building • Com)ionenf Safety Information,by TPI and'SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporarryy rttrey. bracing per BCSI.Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attachetl rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp msialled per BCSI sections 63,B7 or 61D, p,�r xsttnt�iiz as apblicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. {defer to F • drawl gs 160A-Z for standard plate positions. Alpin a division of ITW 8uildin Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss conformance with ANSI�I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page_ listin this drawing indicates acceptance of professtonat engineering responsibility solely for the design shown. The suttability and se of this drawing for any structure is the responsibility of the Building Designer per ANSl1TPl 1 Sec.2. For mare information see ihis'ab's general notes a and these web sites:ALPINE:www.al ineihv.com•TPI:www. inst.o SBCA:www.sbcindu .com;[CC:www1ocsafe.orp II 1 -Gable Stud Reinforcement--Detail -- - -- - -- - _-- -- -- -- ASCE 7-10i 160 mph Wind-Speed, 15' Mean Height; Enclosed, Exposure --C, Kam= TO --- -- Or, 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = WO Ors 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Orn 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace 21 (1) 2x4 'L' Brace it (2) 2x4 'L' Brace ■ (1) 2x6 'L' Brace Iw (2) 2x6 'L' Brace x Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group AI S S ruce-Pine-Fir Hen-Flr +' S P F #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' #1 /#2 Stnndnrd #2 Stud #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' #3 Stud #3 Stnndnrd 0) O H�- Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 3' S. 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' 1 Dou las Fir-Larch Southern Pinex.. OJ #1 4' 0' 6' 8' 6' It' 7' 10' 8' 2' 1 9' 4' 9' B' 12' 4• 12' 9' 14' 0' 14' 0' a3 #3 Stud Stud -� S P #2 3' 10' 6' 7' 6' 10' 7' 9' e' 11. 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' Standard Standard N P L #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, ill 11' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11• 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' li' 9' 8' 10' 4' 13' V 14' 0' Group Bi U #1 / #2 4' S' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' Hen-Fir S P F{) #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' 10, 10, 13' 9' 14, 0' 14' 0' 14' 0' #1 #Btr U Stud 4' 2' 7' V 7' 6' e' 9' 9' V 10' 5' 10, 10, 13, 9' 14' 0 0' 14' 0' 14' ' H F al OStandard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10' 10' 12' 8' 13' 7' 14' 0' 14' 0' Do u Ins Fir-Larch Southern Plnewww #1 4' 7' 7' 7' 7' I1' 9' 0' 9' 4' 10, 8' 1t, 1' 14' 0' 14' 0' 14' 0' 14' 0' at #1 S P #2 4' 51 7' 6' 7' 9' e' 10, 9' 3' 10' 7' ill 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, I1' 13' 4' 14' 0' 14' 0' 14' U' lx4 Braces shall be SRB (Stress-Rated Board). 01 e-1 D P L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 101111 13' 4' 14' 0' 14' 0' 14' 0' iewFor lx4 So.Pine use only Industrial 55 or Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' t0' 10, 11' 10, 12' 7' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards.Group B .Q #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d S P F #3 4' 7' 8' 2' 8' 5' 9' e' 10, 0' i1. 6' 12' 0' 14' 0' 14' 0' 14' D' 14' D' Gable Truss-Detail Notesl u U H F Stud 4' 7' 8' 2' e' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. OStandard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 75 pif over X #1. 5' 1' B' 5' 8' e' 1 9' it, 10, 3' Ill 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d S P #2 4' 10' 8' 3' 8' 7' L 9' 9' 10, 2' 11' 7' 12' 1' 14' 0' - 14' 0' 14' 0' 14' 0' Gable end supports load from 4. 0' outlookers #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2'0'overhang, or 12' plywood overhang. � D F L Stud 4' 9' 7' 4' 7' SO' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stnndnrd 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12, 0' 13' 7' 1 14' 0' 14' 0' 14, 0' Atiout Attach IV braces with 10d(0.128'x3.0• min) nags. Me Truss )K For (1) 'L' brace, space nails at 2' o.c. In IS' end zones and 4' oc. between zones. )K)KFor(2) 'L'braces, space naffs at 3'o,c. Diagonal brace option- In 18' end zones and 6' o.c. between zones, vertical length may be 18' me mber length. bracing nest be n minimum of 80/. of web doubled when diagonal A brace Is used Connect L me diagonal brace for 60011 'L' Gable Vertical Plate Sizes at each end. Max web Bract total length Is 141. 31E 31E Vertical Len th No Splice 1 2x6 DF-L #2 or Less than 4' 0' 2X3 better diagonal T- + Greater than 4' 0',but 3X4 btt el single 1 less than 111 6' Vertical length shown ( g 8' Greater than 11'6' 4X4 In table above. or double cut 45• (as shown) at L 1 {Refer, to common truss design for upper end peak,splice, and heel plates g ontlnuous Beartngt it 1111 //!t YJ notRefer to the¢ddressedHby,ng this detnil.r for conditions Connect dio ono at ,,1 �j midpoint of vertical web. Refer to chart above for r1910 �, gth. "VARNmfu.w READ NO FOLLOW Au NDTES-ON DUS DRAWI#3 REF ASCE7-10-GAB16015 ..DWMTANT-nWWSH TM DRAWING To ALL CONTRACTaRS 1NCLUDIN6 THE WTALWts. �' �CENS,_ ._ Trusses require extreme care In fabricating,handesg.•shlpping,Instates0 and bracing. Ref.,s,tn and V. C� DATE 10/Ol/14 follow the latest edition of BCSI(Bunding Component Safety Information,by TPI and SBCA)for,safety :" practices prior to perfomw,g these functions. Installers shalt provide temporary�clog per gSl -� � DRWG A16015ENC101014 Unless noted otherwise,top chord shall hnve properly attached structural sheath .rM bott chord d �� shall have a properly attached N¢Id celUng. Locations shorn For Permanent latent restraint each acewebs. ' O shall have bracing h taxed per BCSI sections 43,B7 or e10,as opollcnbly. Apply pintas to each Pncv of truss end position as shm nb.-Ord on the Joimt Details,urdeas noted otherwl-. }gyp Reier to drawings 160A-Z for at.d.,d date posltlons. dlvwo of ITV Duadmo conpanvnts Group lne shall mat be rasp-Aile far deviation from to AN tTWCOMPANY thsdmw�ng,any failure to build the truss In eonfornance with ANSI/TPI 1.or for handling,shbpin8. ro a����4 a°° MAX. TOT. l_D. 60 PSF hstduation 6 bracing of trusses. .oy \\ A seat on this drarting ar cover page llsthg We drawk,g,Indicates acceptance of prefessk.-I ergw,eerNmg re ttYh sWetY for the design shown. The sdtnbBlty and us.of this dnwing for any structure Is a responsblllty of the Suildng Designer per ANSI/TPI 1 Sae2, 133119 Lakehonl ON. For nor.Inforn.ibn see this Job's Bement notes page and these web ahem /sjfapfi"a "tAtLAttt�`` ° Earth City.MO 63045 ALPINE,wwwalpheltwcoal TPb nSr-A,w.tpinstorgl Sr-A,www.cbcindustry.orgl IM wwwJcc Fearg MAX. SPACING 24,0 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 Or, 12d mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace Cl) Ix4 'L' Brace x (1) 2.4 'L' Brace x (2) 2x4 'L' Bracer (1) 2x6 'L' Brace r C2) 2x6 'L' Brace r Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group Group A Group B Group A Group B Group A Group B Group A, S S uce-Pine-Fir Hem-Flr ,f #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' Il' 7' !2' 0' 13' 9' 14' 0' 81 / 02 Standard p2 Stud US P F It 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' B' e' 9' 1' 11' 3' 11' 111 13' 7' 14' 0' a3 Stud H3 Standard O IJ F Stud 3' G' 5' 4' 5' 8' 7' 2' 7' 7' 8' S. 9' t' 11' 2' Ill it, 13' 7' 14' 0' I� Standard 3' 6' 4' 7' 4' 1t' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' Dou Ins Fir-Larch Southern Plne:ar 01 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 1t' 9' 3' 11, 9' 12, 2' 13' 111 14' 0' 43 ��03Studud#2 3' 8' 6' t' 6' 6' 7' S' 7' 8' B' 9' 9' 2' 11' 7' t2' 0' 13' 9' 14' 0' Standard dard #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' B' 14, 0' 0J D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' t' 10' 1' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' II' 9' 7' 12' 2' 13' 0' Group Bt U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 11 10' 6' 13' 3' 13, 9' 14' 0' 14' 0' Hem-Flr +> _ S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' ID' 4' 13' 1' 13' 7' 14' 0' 14' 0' 01 L1Btr U L�F Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' Of l Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' 11' 10' 12, B' 14' 0' 14' 0' Dou las Fir-Larch Southern Plnerrr #1 4' 5' 7' 3' 7' 6' 8' 7' e' 11' 10, 2' 10' 7' 13' 5' 13' It' 14' 0' 14' 0' gt R1 S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' V 10, 6' 13' 3' 13' 9' 14' 0' 14, 0' a2 a2 03 4' 1' S' 11' 6' 4' 7 11' 8' 5' 10' 0' 10' S' 12' S' 13' 3' 14' 0' 14' 0' Ix4 Braces shall be SRB (Stress-Roted Board). QJ r-1 D F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' .,For Ix4 So.Pine use only Industrial 55 or Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards.Group B #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14. 0' 14' 0' values may be used with these rades. C5 S P F #3 4' 5' 7. 7' 8. 1' 9' 2' 9' 6' 10. 11' 11' s' 1 14' 0' 14' 0' 14' 0• 14' 0' Gable Truss Detail Notesi u U H F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. O 1 Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' IV 5' 13' 7' 14' 0' 14' 0' 14' 0' provide uplift connections for 135 plf over X #1 4' 10' 8' 0' 8' 3' 1 9' 5' 9' 9' a, 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' continuous hearing(5 psf TC Dead Load). SP #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' I.1' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Goble end supports load from 4' o' outlookers #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 111 6' 14' 0' 14' 0' 14' 0' 14' 0' with V 0' overhang, or 12'plywood overhang. s--N D F L Stud 4' 6' 6' 10' 7' 3' 1 9' 1' 9' 7' 11' 0' 111 6' 14' D' 14' 0' 14' 0' 14' 0' _ Standard 4' 5' 6' 1' 6' 5' 1 8' 1' 8' 7' 10' 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' About l� Attach'L' braces with IOd(0.128'x3.0' min)nails, )K For<1) 'L' brace- space nails at 2' ac. able Truss In 18' end zones and 4'o.c. between zones. #O'ar (2) 'L'braces- space naps at 3'o.c. Diagonal brace option- T In 18' end zones and 6' o,c, between zones, vertical length may be doubled when diagonal 18' )K 'L' bracing must be a minimum of 807 of web brace is used. Connect L member length. diagonal brace for 690ti rL• t Gable Vertical Plate Sizes at each end. Max web Brace total length Is 14'. I Vertical Len th Na S lice 2x6 DF-L tit or Less than 4'0' 2X4 better diagonal r Greater than 4' 0', but 4X4 bracei single less than 12'0' Vertical length shown 8' or double cut In table above. 45• (as shown) at L 1 * Refer to common truss design for upper end. peok, splice, and heel plates. ontinuous Bearing Refer to the Building Designer for conditions Connect Magma at Refer to chart above for max 4S�lIIIIIrrtIN ten th, not addressed by this detalt. midpoint of vertical web. B �' g oVAM093 r READ AND FOLLOW ALL NOTES IN THIS DRAWING `���� j�''�, REF ASCU-W-GAB16030 -NI Ni Ivo FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUBM THE INSTALLERS. Trusses require .treme care In fabricating.handling,shipping.lnstatting and bracing. Refer to and Q. `�qN �,�5� DATE 10/01/14 fall,,thr tat,,¢,,,of BCSI(Du0.d:ng[.,parent Safety Informotbn,by TPI and 111 far safety `�� y UnL ssknotees dloothe leer to performing top,chard shall have these cpropertyl attached structural temporary and bpot tom er �chord I1f7'I shall have.properly attached Hold ceiling Locations shown forpermanent lateral restraint of webs _ No + DRWG A16030ENC101014 l�Ll ehotl have and ion ased per SCSabove sand on the joint or Det s appticaunt...bno Apply rwisc to each fnc¢ Q Re truce and anion as shorn.boar.nd to the S Detals,unless noted otherwise. Refer to dwwlnps 160A-Z for standard plate positions, Alpine,a division of ITV BUldtng Components Group Inc shall not be responsible for any devitian from / F AM ITWC OMPAW this drawing,any failure to bUld the truss e-conformance with ANSI/TPI t,or for handling,shipping, �-o ,� A QMAX. TOT, LD, 60 PSF Installation b bracing of tru.srs E Q~ <Gf`�M -- ---- -_ - - al-o-,-tia.dr�g-...-r,,.,,...-m.yr-RSOra-eNl�dcgetg� catesece�tanw-of-profasslonot--J� _ _ -- - - -- - - - - -- -Gh responsb4lty solely Poo-the desbn shown The sultobRlty and use of �ro bg A for on_ }y s n,cttre is<he respanabWty of the&dl Ang Designer per IWSIRP[t Sac2. ai�p� Hd Farth ity.M ill Olive Far pare Infornatlon see this job's general notes page and these web sited m EerihCAy.M063046 ALPINE,www.alptndtwc- TPI-wwr.tpw-stargi Seca w...sbclnd.stry.ry IC0 ewwlpcsafrnre ¢¢ft F4 p*t''i MAX, SPACING 240' _ _Gable Detail - For Let-In-Verticals Gable Truss Plate Sizes- -- + If web has a scab brace, then webs Refer to appropriate Alpine gable detail for over 48' from Joint to Joint need minimum plate sizes for vertical studs. to be braced with 'L' or 'T' braces. Brace is 90% of member length. (E)Refer to Engineered truss design for peak, splice, web, and heel plates. Gable vertical length ®If gable vertical plates overlap, use a + greater than 48' 'L' single plate that covers the total area of or 'T' brace required the overlapped plates to span the web. 1P ti4ssp� + Example) 2X4 r2X�yPn 2X44 •T' Reinforcement Attachment Detail �h N ?' Reinforcing 'T' Reinforcing Member Member + Toe-nail - or - End-nail + No 'V or IT- brace required + 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 In lieu of scab brace Gable appropriate Alpine gable detail). vertical length greater than Attach each 'T' reinforcing member with 413' 'L' or 'T' brace required End Driven Nails, Maximum allowable 'T' reinforced gable vertical 10d Common (DA48'x 3,',min) Nails at 4' o.c, plus length Is 14' from top to bottom choral (4) nails In the top and bottovi chords. 'T' reinforcing member material must match size, Rigid Sheathing Toenalled Nailsi specie, and grade of the 'L' reinforcing member. 10d Common (0.148'x3',mIn) Toenails at 4' mc. plus Web Length Increase w/ 'T' Brace 4 Nn0 (4) toenails In the top and bottom chords. IT. Relnf. 'T' ,T, This detall to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. 2x4 1 30 Member ASCE 7-05 Gable Detail Drawings Example, 2x6 1 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Synced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP M3 a• o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30X = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPED101014 Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 4 NaD Gelling MOVARNINUUM READ AND FDIlDN ALL MATES M Mn BRAWM "DprnrANT"FUMUH TlW MAVING M ALL CUNluacmRS IMMUBM THE DISTALLIUM '�''�'S'L� ,ty� REF LET-IN VERT Trusses require extreme care h fabricating,handling,sh*phg,Installing and brack.4 Refer to and �' l-MA.Iy`,, faltow the latest eddan of BCSI CBu0.rig Corpa+rnt Safely L�formatlar�I by Tf'I and SBW for safety .�`.��;ae,ia£a63,q�a,�,•,,,^ DATE 10/01/14 proctces prbr to performing these fnnetlons. LtstaHers shall provide tenparoryy br per SCSL i-Ka w162°� Unless noted atherHse.top chard shall have properly attach xtructunt eheatNn9 and bottom chord =ez =*a DRWG GBLLETIN1014 sholt have n properly attached riptd ceBhp. Locatiorns shorn for pernarnent lateral restraint of sobs ��O i� 0 shalt haw brac7nR Ynstaaed per BCSI sand on th 87 or Bet s apdtabte. Apply ptates to each face '�t �qT qr g4p iUi�\\iji of truss and ppoo>141orn as shorn above and on the.btrrt Details,unless rooted opxr■Ise. :z Refer to drawenps 160A-2 for standard plot*positions. %F�c6`^.:{opiaxpo�:' Aipt w,a division of IfV BuI Canpmerrts Gr Inc.shall not be responsWe for an deviation fron ;.+1? AN ITW COMPANY brill( oup {:'_,+_a. this drarinp,anY fohre to the truss in conformance with ANSInPI 1,or for hnn&WQ.Mpphg, .r MAX. TOT, LD. 60 PSF installation b broeYg of trusses. .a....ssmmesas...... A seal on quo drawing or coverpape HrtYy,his drexkq,hdlcotes acceptance of professional arphrerhg surely for tM sham The snit*M arnd use ace this drarinp ---_ """"'"""' DUR, FAC. ANY 13389LBkelrmiDda for array strueturM' a ht tSne r*spo AWty of the Atdhg�siB 'Per ANSi/tPI 1 Sec2 .�..�_.--.Y........M..m.. Eat Gly,MO 63045 For mare tnf*rmatbn see this job's generat notes pQ a and these eve sites. ~^ MAX. SPACING 24,0' ALPIND■ww.nl .cons TPI.■wwApinstorgi SWA,www str.ors!Icy wwwlccsafe.org W4X4, Min, Hip Frame Details B Hip Frame Common 24° Tr sses Typ, W1.5X3 Typ' Stepped Hip Sys Trusses 2x4 Chords 2x4 Purlins Setback n c #1 Hip Pitched and Sheathed Chord Area Hip Frame& --- -------------------------------- ----------------------- --- B Bottom Chord W3X4, Min, a- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0,131'x3,5' nails W3X4, Min, )K Hip Frame, 'R' Bottom chord of hip frame to be attached to _ #1 hip with 0,131'x3,5' nails 2 6' o.c. maximum spacing, Hip frame stops at plumb cut of T� Hip Frame jacks to maintain pitch continuity. Section B—B Hip frame lumber is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better. See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, 'R' Hip frame chords may be trimmed up to 2' to fit. Stepped Hip purlins must be intact and property attached, �-- Setback —"+ —System Trusses Use this detail fort ASCE 7-10, 180 mph, 30' Mean Hot, 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 Hot, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hot, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber, Residential, Wind TC DL=4,2 psf, Kzt=1,00 Struct� iR 4 anets must be properly attached directly To hf ,aJ!Y(4rlins, .� A '% w.WARNRifdaU IB.L RUB AND FBW ALL NRIES QI THIS DRAWDQ . �„ rCAl Pollow /„q�: REF HIP FRAME -WMTANTwr FURNISH THIS DRAWING TB ALL CMTI =TMM RICUMM THE INSTAILERS, VEIV l Trusses require .creme care In fabricating.ho.Mling,shipping.InstalUng and brocMg. Refer to and i+`� \�\ ��` • DATE 10/01/14 tha latest eNtlan of BLSt IBuhtling Component Safety Information,by TPI and SBCA)far safety N practices prior to performing these functlons. Installers shott provide tempo-&yy�bradng per BCSI. - Unless noted otherNse,top chord shatt have property attached structural sheothanp and bottom chord *. _ _ DRWG HIPFRIB01014 shall have a properly attached r19ttl ceAing. Locutions sinrn for pernanent laterd restraint of eba, - .. chng have Madng Installed per abo ecotone the J &BID,ils uniessbno Apply plates to each Face = _ IILII= of Muss and posltbn as sho.n above and on the Joint Details,unless rated atherslse. S+ rrE Refer to drnnrtngs ISCA-Z f&Standard plate positions =.� , OF AIpHe,o dlvbbn of[TV BWldinp CamponeMs Group Inc,shall roS be responsible for my tleNntbn from � Q AN(�W 17pMPANY this drawl.,any fa.—to bWld the truss In.-For--with ANSI/TPI 1,or for hantlUng,Shipping, Installation L bracing of Musses. _ A sea4 on this drawing or cover page Usthg this drawing,Mcates acceptance of professlonol ` ely�af�the=tleslAn_ahnrr>�SrssWtob6lty_antlyscce'tb•-d-a — )3389LakefrontDriva far ony s csiwe is the resposmflky of tie BWldYig Designer per ANSU PI 1 Sec2 For more InFarMtinn see ails Job's general natee gaga and those seb sitas lej tpt A + Earth City,MO=5 ALPINFJ&seal Itw.conl TP11 wv% inst. AEA IIII111WO , pine tp orgl SBCA.nnre.shclndusMyarg,ICCt nnelccsafearg Valley Detail - ASCE 7-10: 160 Mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better. valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, web, same species and grade or better, attached with 10d box (0.128' x 3.0') naps at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous *)K Attach each valley to every supporting truss with, Lateral Restraint applied at mid-length of web is permitted with diagonal (2) 16d box (0.135' x 3.5') nails toe-nailed for - bracing as shown in DRWG BRCLBANC1014. ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Top chord of truss beneath valley set must be braced with, Or properly attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph. 30' Mean Height, Enclosed Installation, Building, Exp, D. Wind TC DL=5 psf, Kzt = 1.00 Or Bottom chord may be square or Itched cut Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Y q p 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 Valle 12 Mnx,(— Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip --8-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail Valle 4X4 y Toe-naked /Valley r» 12 o m n T u e 12 Max, t 2 o, , /4 X3 ll S t 1X3 6-0-0 �o" ��� a 4 iX3 5X4 SPL (Max Spacing) 1X3 2X4 Q aG��tO SQ t Common Trusses Partial Framing 20-0-0 (++) at 24' o.c, Plan Supporting trusses at 24' o.c, maximum spacing, ttpltl;uulTfp�� 'a"ARNUOaa MAD AO FUUMV ALL ha=mf TICS MAWD>GI �`� gj �Fts ''. TC LL 30 30 40PSF REF VALLEY DETAIL -IWORTMTwa FTJ(NM TICS 111WIM TD AIL CIINTRACTOtS VN=UNG TIE INSTALLERS. Trusses regWv extreme core In fabrkatim,handlhg,si*pb,a,Installing and bracing. Refer to and fador the latest edition of BCSI Ohiloing Component Safety Inforrntlon,by TPI and SBCN far safety ��,i" . C DL 20 15 7 PSF DATE 10/01/2014 proctkea prior to perfor p these f tt how rs. Iperty a t ahall provide terywrnry bradnR par BCSL �\ twee: otwd othense,top chord shall have properly attached structwal she ft and bottom Chord F` B1E DL 10 10 10 PSF DRWG VAL160101014 shop haw a property attached HSU celllng. Locations shown for pern—ent lateral restraint of ebs � � _, shalt have MocVq V,stauad par BCSI sectbnc 93,117 or B10,ns appIkohlo. Apply plater to wash face I Be LL 0 0 0 PSF of truss ord position as sham above and an the Joint Details,IttleGa rated otheMse. = AL, ��� Refer to drawings 160A-Z far stwW,,d plate posWans. Atpine, rRvlsion of ITV BW[d�Yr:Components Grouupp Inc.shall not be responslbte an for y devlat,on from � � T13T, LD, 60 55 57PSF AN ITW ODMPABIY this dravI g,any falture to bu0 the truss In conformance with ATSUTPI 1,or for ha M ;hippkig, , r F op InstaUatfon L bracing of trusses. O A seal an thhs d-adry or cover page U-*Q this drarinp.bid-tee acceptonot of profeSdar-t tlUly aately fY thx!arafgr sha.r� The suitaNtty one use of thfs douft '� • w3 Q� /w UR.FAC,1.25�1.33 1.15 1,15 Far nny�i- ehs the respv�Etty of W&4tlrg Designer par M6I/IPI f Sec2 �.(` ET 1 .��+ T3389 Lawelmni Drive For pore Information see this Job's general notes page and these eeb sites !,�• fftr `� SPACING 24,0' Earth City.tA063045 ALPINE,rewutph-1t--1 TPL rrr.tpinstargl SBCN nw.sbcuWustry org,ICO rr 1—fe—St 7i�LS! S�vt`\ Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Menn Hgt, ASCE 7-10, Enclosed Btdg. located anywhere In roof, Exp C, Wind DL= 5.0 psf (min), Kzt-1.0. Or 140 nph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Btdg, located anywhere In roof, Exp D, wind DL= 5.0 psf (ain), Kzt=1.0, Notei 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 cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xa Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. Detail A , Pur(in Spacing = 24' o,c, or less Piggyback cap truss slant nnlled to all top chord 12 purtin bracing with <2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab Up to 12 (1 side only at each end) attached with 2 rows of lOd box nails (0.128'x3') at 4' o.c. 4' 2' 4' Attach purtin bracing to the flat top chord using (2) 16d box nails <0.135'x3.5'). 2' The top chord #3 grade 2x4 scab may be replaced urli2 Sp-cing = with either of the followings (1) 3X8 Trulox 24' o.c, max plate attached with CB) 0,120'x1.375' Halls, C4) Into cap TC 6 (4) Into base truss TC or 0) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'xl.375' nails. Note, Nalting 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 Purlin Spacing > 24' o.c, with one of the following methods, Piggyback cap truss slant nnlled to all top chord purtin Trutox bracing with (2) 16d box nails (0.135'x3,5') and secure top Use 3X8 Trulox plates for 2x4 chord member, and chord with 2x4 #3 grade scab (1 side only at each end) 3X10 Trulox plates for 2x6 and larger chord attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c members. At to each face @ 8' o.c. with (4) 0.120'x1,375' Its Into cop bottom chord and (4) Attach purtin bracing to the flat top chord In base truss top chord. Trutox plates may be 12 using a minimum of (2) 16d box nails (0.135'x3.51). staggered 4' o.c. front to back faces. Up to 12 APA Rated Gusset B'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' 2, 2' 4' may be staggered 4' o.c. front to back faces. ® 2x4 Verticat Scabs 2' 2x4 SPF #2, full chord depth scabs (each face). Attach @ 8' o.c. with (6) IOd box nails (0.128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. Purtln Spacing > 28PB Wave Piggyback Plate 24' o.c. max One 28PB wave plggyback plate to each face Full @ 8' o.c, Attach Eeeth to pigg back at time of Top Chord Scab (Typical Each End) Chord Flat top chord purlins required at Fabrication. Attach t ch toeru parface Ing truss with Depth both ends, purtin spacing > 24' o,C Piggyback plates may bestaggered p4' 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. pifiiiiHifi oWARNVim.REAR NO FO LOW ALL MITES ON THIS BRAVBI[9 �.\ ,9 fse�y� REF PIGGYBACK -IIWORTANT►a FUINSN TICS BRAVING TD ALL CONTIMTaRS UIMUBING THE IWNJERS �� Trusty require extreme care in fabricating,handling,shipping,Installing end bracing. Refer to and follow the latest etlitlon of sesi alAaftng Component Safety Information,by TPI and SBCA)for safety . \GElys �/f'% DATE 10/O1/14 unless�tir—prior otherdsef top chord ehat�e�. Installers shall provltlo tamps rery�bracing par BCSI. properly ttachea strucwrat hearty g ono bottom a,ard N DRWG PB160101014 ftII�� shall hove a properly attached r&Idj cel8ng• Locotlons sham Par pernonent lateral restraint of abs Q l.�u shall hnva bracing Insteltetl per BCSI soCtions 83,87 or sla s npplicobla. Apply pintos to each facto = _ ILr�') Re truss and Vp1g'st n ns horn above and on the Jo1nt Betak.,unless noted oth—tse. _ Refer to drarhgs 160A-Z for stondnrtl plate posltl.-. Alpine,a tlWlslon of ITV Buliding Conpanonts Grouupp Inc,chat,not be responssble for any deviation from O"F fl7-1� AN IIWOOMRANY this drawing.any Fs A—to buUd the truss In conFornanee with ANSI/TPI i,or for hond8 g.shipping, Y � EOF Instnllotion 6 brodro of trusses. J� A sent on this drotl or cover page IL.YUnp thLs drortng,Indicates acuptonce of professlarwl bra C%_ Is tlm�olNy�hCdeS�bofe4— iSa ward use-0f-this dro _.___`'� - _ _ fo-any struct,rerespora9o01ty of the gutlding Des7gner Per ANSVTPi Sec2 13389 Lafie(ront Drive For more ItFermation see this job's general notes page and these rab sites, �Ae \\\ r w Earth City,MO ALPINE,-w.olpheite.con,TP8 e—tpinstorg,SSCA,wrr,sbcindustry.orgi ICG...Jeesofaarg �rC/�® �1.i \\. SPACING 24,0 /IIIIIIIi111111 - -- CLR Reinforcing 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-Reinforcement, or reinforcement method Is desired, L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3,0',min) nalts at 6' o.c. Reinforcing member is Notes, a minimum 80% of web member length, This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re-run design with appropriate reinforcement type, N VN T-Reinf, L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement, Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. 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 2-2x400 minimum 807 of web member length, 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x600 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 seated design, 010 Center scab on wide face of web, Apply (1) scab to each face of web. ioKVMONM..READ AND fnlnV ALL NOTES ON THIS "`ING TC LL PSF REF CLR Subst. "TKPMTANT—TIRBRSH THIS BRAVING TO ALL CONTMCMRS MMING THE INSTALLERS, Trusras require ert—e care In fabrkntMg,handling,shipppMg.InstaWng and bracing. Refer to and `moo �� 1j ', TC DL PSF DATE 10/Ol/14 folio.the latest edition of BCSI Mur g C'onponent Safety Ulfornation,by TPI and SSA)for safety CAp�� practkes prior to perfornhg these functions. Installers shall provide temporary broctng pHr BCSL : ��C GfYS1 �/ S Unless noted otherwise,top chord shall have properly attached structural sheotwng and bottom chord C DL PSF DRWG BRCLBSUB1014 v shall haven properly atLed per Hoob...V. 33,11ons shown For permanent Intern,restrote pP rebs 1� �� 1 chat,have bnUng Metalled per BCS[cecdanr H3,B)or 310,ns nppltcnble. Appty plot to each Pace A ® II IIJJ� of truss and position as shorn above and-on the Joint Datalts,unless noted otharsise, = /4 SC LL PSF ��� Refer to drarings 160A-2 for standard ptote positions. Alpine,a division of ITV Building Conpanent.Group Inc shot(not be responsible for any deviation flow a d� �QT, LD, PSF AN R1NCOMPANY firs tZ.1g,any fa6urc to bind the truss In canfornance.Ith ANSI/TPI 1,or for handtl.g,shipping, ;.p /{T Instatlatlan s be•ad„g f trusses. A sent on thtc 11-1-9—cave.page tl.trp this dra.tng,indicates acceptance of paPessiamd g9- e responsmay Por tar assign shornn. Thn sultabNty and use of this drartig F 'L,' �s33 Y` `, *DUR, FAC. 133891.akefroM Drive fore Is Volthe respor�IbGItY oP the"ding Designer per ANSI/TPI I Sect d���¢; Faith City.M063045 y For more Information aeo thls job's general notes page and these eb rites, �,��i SPACING ALPINE,—41PIneitr.con)TPU►ve.tpMstorgl SBCA,rresbclndustry.orgi ICar.rrkcsnfs.o, 9p A� ' �0 yfy/f1f1111111-1111,t 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 Force 2x6 broken members, No More than one break per chord panel Member Size L SPF-C HF DF-L SYP and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not Y comply with this detail. Web ❑nl 2x4 12' 620# 635# 730# 800# (B) = Damaged area, 12' max length of damaged section Web Only 2x4 18' 975# 1055# 1295# 1415# (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and Web or Chord 2x4 975# 1055# 1495# 1745# sp ecies as damaged member. Apply one scab per face. 24° Minimum side member tength(s) = (2)(L) + (B) Web or Chord 2x6 1465# 1585# 2245# 2620# Scab member length (S) must be within the broken panel. Web or Chord 2x4 1910# 1960# 2315# 2555# Nall Into 2x4 members using two (2) rows at 4' o.c„ rows staggered. 30° Nall into 2x6 members using three (3) rows at 4' o,c., rows staggered, Web or Chord 2x6 2230# 2365# 3125# 3575# Nail using 10d box or gun nails (0.128'x3', min) Into each side member, The maximum permitted lumber grade for use with this Web or Chord 2x4 36' 2470# 2530# 2930# 3210# detail is Limited to Visual grade #1 and MSR grade 1650f, Web or Chord 2x6 3535# 3635# 4295# 4745# This repair detail may be used for broken connector plate at mid-panel splices. Web or Chord 2x4 2975# 3045# 3505# 3835# This repair detail may not be used for damaged chord or web Web or Chord 2x6 42' 4395# 4500# 5225# 5725# sections occurring within the connector plate area. Broken chord may not support any tle-in toads. Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# s H Imum tan L Distance Lg L L B 4' o,c s Typical~ L + + Q + Ct + Distance L J�H nce • / Stagger L agg + = Back Face 10d Box (0.128' x 3', min) Nailsl O= Front Face 2x4 Member - Double Row Staggered X17117A "I-, 2x6 Member - Triple Row Staggered oe NWail Spacing Detail L I ��. �� e,sVARNINGiss READ AND FOLLOV ALL NOTES ON THIS DRAVD7Cd REF MEMBER REPAIR ■■DIPORTANTo FURNISH I=BRAVING m ALL CGHTRACTORS MMLIMING 11C INSTALLERS. .�` � �j�N °o,, Trusses requW extrene c re In fabrkatInG,handling,shipping,InstaWng and bracing. Refer to and V � faun.the latest oretlan of SCSI cauamng Corgwne,nt Safety Infornotbn,by rPi ontl SBCA)far fe,ty �� � ��. DATE 10/01/14 prnctices prior to perforning these functions. Installers shall provide tenporary bradng per BCSL N� g Unless noted otherwise.top chord shall have property at1.1Zd structural sheathing an bettor char DRWG REPCHRD1014 1�J o ., shall have o prope,rly attached rlgld sections LB3,B7 s shown for permanent lateral restraint hr webs O IIrL�C`=� shall have bracng Nstnttvd per BCSI sections B3,H7 or BID,as pplkahly. Apply plates to each fa[a a d of truss and posltlon as shorn vbove and on the Joint Betake,unless noted oth.—I-. ��� Refer to drawhgs 160A-Z for standard plote positions. H 1 Alphe,a divislon of ITV Budding Components Group Inc shall not be responsible for my deviation fromy AN IflNCOMPANY this drnring arty fature to buId the truss In conformance with ANSI/TPI 1,or for hnrAkg,shippUg, i h A seal on gdsarA^nrNp or rover page UstNp this dmwing.hdcates.—Pt—of professional i��i'��� �O — ---- -- -- sndmeecbg=rear -fo—th-da s+wm—The-rueown_ana. _ ••k_ ,h B — - far aty st,.+cwre�leer+mot — ANWIM y-o —Bulfa'hg�CslOmer,pty. !�i 5�AA''AA{{ �__---—__ _ Earm ity.m 630 a for.male Infornatlon see,thlr s general notes !!! 'Vf74. t� Earth City,M0830a5 ALPINE rrralpineltr.conl TPI.rrr. St G page and these Tab sites. //I tit tt SPACING 24,0' MAX tPhs ergs SBCN rn.sbchdustryargl ICO mJcccofe,arg I/ll lltt -THIS_DETAIL- APPLIES-ZO-ANY=P� CFI-ANY- AN,--9-Y= _ N ---- - -- LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. STANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING AND 10PSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NOTED ON THIS SHEET DO NOT USE THIS DETAIL FORT 1, STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), 2. INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS. 3, LOADS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME, 4, DRAG LOADS CONNECTED TO THE FALSE FRAME. 5, TOP CHORD APPLIED FALSE FRAMES. 6, LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL, W ii C 7, VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'), FILLER i )K 8, FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. ------ 4L 0' OC MAx----_-_ LENGTH TO TRIM f EXISTING FILLER 1 NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFTCATION DOES GENERAL N❑TES+ 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 M❑DIFICATION, FRAME CHORDS. I 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' O.C. MAX., OR SEE NEXT OPTION, 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), APPLY REQUIRED BRACING (SEE BELOW), - ❑PTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX, I FIELD APPLIED - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), - PLACE FALSE FRAME CHORD IN-PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE RED. CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND (0,128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLOCK) LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE Bd NAILS (0,113x2,5') @ 3' O,C, AT THE FALSE FRAME HEEL JOINT IF DESIRED. BRACING EXCEED 10'-0' D.C. FOR A SINGLE-PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING - VERTICALS MAY BE JOINED BY C2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD (0,120') x1.375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME TRUSS ATTACHED WITH 4 NAILS), CHORD AT 10'-0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH CONNECTI❑NS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE PER THE LATEST VERSION OF ANSI/TPI. FACE ONLY). —VAMMOMm REAR AND FOLLNV ALL NOTES ON TM DRAWM .+` —L IVIA ��,,y>>"s REF BC FILLER nIt WAW Fiii?=nW DRAVAK TO ALL CERMACHIRS INCLUDING DE INSTALLERS Trusses rww.estrene care h fabrkntlng,hanwft,shippbtg,Inslal8np and brachR. Refer to and �� lam\ ,/.E (1 t "'� DATE 10/Ol/14 follow the Wtest edttlon of SCSI IBueNng Component Safrty Inforeatton,by 7P[and SBCA)for safety i OJ C7 prncticas prior to performing these funcll n Installers shad provide lenporury bracing per BCSL tt' eat noted atherelse,top chard shalt have property attached structural shea g and bottom N \ DRWG REPBCFIL1014 "LP� shalt Mve n prop.Hy attnGxtl NCSI sections L23,S7 o DID, for permanent lateral restraint h ace � � a sMll have br co+g Vismged per DCS[secd an the J or BID, ..unlessapplicabLe.no Apply plates to each face of trots nM pp Lion nc shown above nntl an the.bhrt Detalc,unless rototl otherwise. Refer!o dro.ings 16CA-Z far standard plate posltlons, Alptne, dvislon of tTV Bukding Components Group Inc sting not be responsibte for any devlutlen fr 8 A{E OF AN tTWCOMPANY thls drawing,any Wure to bLAd the truss M conformance with ANSLTPI I,or for handit,sNpphg, 0 Instaltotion L brocing of trusses, A seal on this drnwbg or cover page uatb,g this drawing,hulcates acceptance of prafemsWnd gg responckiUty sdety for the design shown. The suYtabOtty a.wl use of this drawing ® V fy \�•a 13389 Lakefront Dri- for aery*structure Is the a' of the bAOV Dezlgner per AtISt/iPI 1 sozz Earth City,MO 63045 For more ImParnntlon see this Job's general notes page and these web sites Rom` ALPINE,rew.alpineit—M TPIj www.tpinstoegi SBCAJ eww.sbclndustrycrgl IM evvJccsafe,org 47 �q A � lrvl SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 Mph wind, EXP C, Or 140 Mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, 30,00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, Minimum 2X4 scab, sane grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3.0', min) nails at 8' o,c, plus clusters of four nails where shown In figure below 00. NOTE: #2 is the minimum lumber grade allowed for all species. N❑TEI Add 210# uplift (max,) to reported truss uplift for watt connections. _ 12 2 TO 12 � 3L C (10 L 24' MAXIMUM y`�µgVV9VliiiA trrfffi VARNINfd.r READ Arm FOLLOW ALL.NDTFS ON THIS DRAVDIGI ♦```\ / '�� REF 2X4 SCAB ❑,H, ■.jWI3RTAW FURNM THIS BRAVING M ALL CTIr11RACTERS INCLUD rG THE MSTALLM ♦`\� /� '� TOTAL TOP CHORD Trusses require.frame core In Fnhrlcnting,handling,shipping,InstolUng and brncYig. Refer to ana Q. �pENS� LOAD NOT TO DATE 10/01/14 foilo.the lotest edition of DCSI(B.Xd g Component Safety InForMtbn,by TPI and SDCA)For safety $EXCEED 40 PSF practices prior to performhg these functions. Installerc skwU provWe temporaarryy brACL7 per BCSL Unless noted oth t;%top chord shoo have prnparly attoched structural sheathing on bottom chord _ No (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 shop have a property ottached rigW ceUto, Locations shorn for permanent lnterol restraint of cabs Q ��� shell have brX Ion.9 9 per BCSI sections BIt J or Dm,lts unlessbno Apply plates to each face ALP of truss and pposition oc shorn above ontl on the Joint Deto6s,unless noted otherwise. Refer to drnrings i6gA-2 far stondord plate positions. AT�.Ct Alpine,n dvlslon of RV Butdng Components Group Inc shop rot be responsible for any aeviotion frown ` /1N RWCOMPANY tins dradvq,any PoIXure to bulid the truss In=nformorxe rith ANS117PI 1,or for hondt[M srdpptrq, .Q� t7. hstollotbn 6 brodng of trusses. aLon this dr..Ing or cover PaOe Uste,p this drn.hy 6vDcetes occeptance of professiorni ^ 4�` �O Q"w :pay ONy�s�- ay�—t w o «gut ...seer-dw. _ —t! oa`_DUR.—F_AC.-1.151125_ forfor anuRCWre I.4ue responsbAlty of alit Buildn�gDeslyer per ARSI/TPI 1 Sec2 �9i -- "d"Za - -- - ---- ---- ---- — Ea,tBhCty.MO63045 For m.-I.�conloTPi tW—J .osrgiware'`:vor?ezcin�n8wesi�y rg,'ICGsr.rob lcresnfccrg ��'0``"f� r�`��� SPACING 24' ALPIND r ea i ! i EJ a ! I IlEnd Jack EJ 12 (2) 16d TOE NAILS a o _ Ot•VARIES N eveled Jack (BJ) G = ! OPTIONAL SCISSORS BOTTOM CORD " w (BJ) (2) 16d TOE NAILS I m a CONNECTION DETAIL 5-0-0 MAX. SPAN W (2) 16d GUN NAILS FOR EACH LOCATION TYPICAL END JACK (EJ) m SHOWN TOP & BOTTOM I N.T.S. 2x4 SYP Nailer 16" Long i Goc�L 6-0• Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. i ( OPTIONAL WEB CONFIGURATION i tz (4) 16d NAILS tz ? vaRlEs See Connection Detail I VARIES I (4) 16d NAILS -\� OPTIONAL WEB CONFlGURATION See Connection Detail 3X4 (4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN 111-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) TYPICAL CORNER JACK (CJ) N.T.S. I N.T.S. , TYPICAL CORNER SET INSTALLATION ®`a` � h1��� TYPICAL LADING (P.S.F.) b.�®%� �'`\G E•N S� TILE: SHINGLES: TOP LIVE LOAD:# 20 20 m = r_� •• m MANUEL MARTINEZ, P.E. TOP DEAD LOAD! 15 7 80170M DEAD LAD: 10 10 •t FLORIDA REGISTERED ENGINEER TOTAL: i 45 37 m STRESS[INC. t.zs 1.z5 �;• � � •�� LICENSE # PE 47182 WIND DESIGN: M'IAX. t 60 MPH PER S AT E OF . 44/ ASCE 7-10 MAJ. 24" O.C. ••� ! 4.0 O P• `.�e`� "WARNING" Read & Fdllow, all notes on this drawing. ✓�S �`, �? e% Furnish this drawing to all contractors including the installers. �s��SIO •`•�� �,®� ffffll®II1<� i i 3 STRONGBACK BRIDGING REC❑MMENDATI❑NS ►All scab-on blocks shalt be a minimum 2x4 BUTT BRIBG NUNGBACK 5 TOGETHER 'stress graded lumber.' ►All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' 4' 0-The purpose of strongback bridging is to -0. ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 4 -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting In an overall Increase In the SCAB NOTEe IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown In FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL details, Is recommended at 10` -0' o.c. (max.), N❑TEi Details 1 and 2 are the preferred attachment methods ►The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used Interchangeably, 'Bracing' is an WEB W/ ) lOd COMMON 2 Important structural requirement of any floor <0.148'x3') NAILS OR (4) 10d Box/GUN or roof system. Refer to the Truss Design O 28'x3.0') NAILS Drawing (TDD) for the bracing requirements for each Individual truss component. 'Bridging,' particularly 'strongback bridging' Is a recommendation for a truss system to help ao control vibration. In addition to aiding In the distribution of point loads between adjacent truss, strongback bridging serves to reduce e STRONGBACK BRIDGING 'bounce' or residual vibration resulting from SPACING REQUIREMENTS moving point loads, such as footsteps. Up to 10'None reclulred to a,I M(at aster of SW The performance of all floor systems are (2) 10d COMMON <0.148'x3.0') OR 2a to 30 z ress u at Qwh Y3 mw enhanced by the Installation of strongback Box/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STR❑NGBACK V to 4 3 rocs a at ead,U4 ) TOP AND BOTTOM OF 2.4 RESTRAINED AT EACH END, Byer 40 rows at m pdnW bridging and therefore Is strongly recommended SCAB-ON BLOCK. ATTACH by Alpine. STRONGBACK TO BLOCK W/ (3) lOd COMMON COd48'x3.0') NAILS /� For additional Information regarding strongback OR (4)10d BOX/GUN (0.128'x3.0`> "P g g g NAILS. O bridging, refer to BCSI (Building Component Safety Information). ao S a n a ZATTACH STRUNGBACK TO BOTTOM CHORD WITH (0 B10 — 3' SCREWS STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES MWAROXMw READ Na fOJAW ALL NNES W THIS DRAWM ,,, TC LL PSF REF STRONGBACK s*DffWTA M FUR=MS IRAWDIG MALL DEG TIE DISTALL6RS. ��atsyxe3eitr ,follow the latest eTrusses d on of SM(StAl�opo ent Sa a y�orwtion.by talftand anndl SWA)for saset°ty „4, `>„ TC DL PSF DATE 10/01/14 Untessc d�ctY.�erealss ttoningl p chord these haw propertylers--ftU provide*on attached structuraat seher npaond belle+dmrd shall have a property attached rldd call Bcations a io orshown f applicable.permanent rpt rostra"an�e webs 1 BC DL PSF DRWG STRBRIBRIO14 shall have lrn Installed per BKcFaal sec d ILJJ� of truss and p as shown above and on the Joint Detals,vdess noted h rHse. BC LL PSF Refer to de *IW MA-Z for stordard plate postdons. o€l:X .may�, Alphr,o dvlalon of ITv BWtdng Crg onporents Grasp tr .shalt not be resparr1fe far-ary dwvtntton fran ` e�taz-t,'.4 TOT, LD, PSF ANTTWGOMPAJ4Y thds drn an falure to bad the truss Inc ornaxa with ANSI/TPI L or for ha+dea.sldppina, —_ Installation __— A seal all this drawkV or cover pa Rstb this drawing,Ideates of professional wns.sew....ii...... enyrM.r.apousalefy,�, for dot ana.e. Tne a,naluey orw eo,�drnan� -•- - DUR. FAC. 1.00 i 1338fl Lakefront Drive for ennY H b iFe Sl3ey l6 law per A/5I/fPI i Seeu Earth Lakeir06304e ror more Infoi railan see this Job's general notes page and these web skew ^---^�--«� -- SPACING ALPM-wevatpinaltw.conl TPA wvvApinstargl Sr*wwwsbdndustry,org/M wwwJccsafearp