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%_ t ' RANEY COMPONENTS Cover Sheet aney 19900 Independence Blvd. Order# Groveland,FL.34736 JOB# 136DCS102 ox ents,LLC Phone:(352)429-9429 * Fax:(352)429-7429 Printed: Thu, Nov 10 2016 Job Information; Address: FOR Name and License Number: Customer Name: Creekside Lot 102 DR Horton 8528 Cobblestone Dr Description: City,State,Zip: 4EJB 2807-Elie"D"OIL OW Fort Myers,FL' Loading Information: RoofLoads: FloorLoads: , TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 -5 Bldg.Code: Wind Sid: Wind Speed: Bldg.Useage: Building Type: Wind Type: . FBC 2014 RES ASCE 7-10 160 Residential-CAT II C MWFRC&C&C W/M Pages or sheets covered by this seal from:1 thru 47 Total 47 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al - 2 A2 3 A3 4 A4 5 A5 6 A6 - 7 A7 8 A7A 9 B1 10 B2 11 B3 12 EJ7 13 EJ7A 14 BJ5 15 BJ3 16 BJ1 17 CJ7 18 v1 19 V2 20 4C1 21 4C2 22 4C1A 23 41_1 24 4L2 25 43 26 4MV1 27 4MV2 28 46J1 29 4EJ3 30 4CJ3 31 FTl 32 FT2 33 FT3.- 34 FT4 35 FT5 36 FT6 37 FT7 38 FT8 39 FT9" 40 FT10 41 FT11 42 FT12 43 FG1 44 FG2 45 FTG1 46 FTG2 47 FTG3 Digitally signed.by Manuel Martinez M a'n u e l `ii DN:c=US,o=ldenTrust ACES Business r Representative,ou=M AND E y 1/','ASSOCIATES P.A.,cn=Manuel Martinez, �� • 0 9 2342.19200300.100.1.1=A01098000 t i n ez/ Date4B4CF11.101006:27- � = `� +�. s• �,� Date 2016.11.1010:46:27-OS'00' NO 0471:62-, g S+` 4 a w v `,` . .. N . IN � SERIAL 9: 7f00000 0000014b8eScdtca99;1cfO 36 Mit item tias hears cleciranicafly s#y-nc2 and..led t:y M.—I t lwunaz, PE I"L.LIt.pa:718:T on tradato shown aba L'ilnq a SHAxl a;,trend:atfen CY.1C_ --Printed CIV ins of etli duinrnant arc not eandd—d gpt,ad and sealed and th,u5?,.h•5 autnentdtatian snde tntrst.be vaormd as aWf,,1 ot.nk FLE CON Page 1 of 1 Job Number: 136DCS102 Ply:1 SEQN:744932/T13/HIPS 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 2 FROM:GM DRW: Truss Label: Al Wgt:254.8 Ibs / ... 11/10/16 7-10" 144"8 19' 20'8" 25'3"8 31'10" 39'8" 7'10" 6'6"8 4'7"8 1'8" 4'7"8 6'6"8 7'10" a55XB�-5X6 E F g3X4 D G>-3X4 12 6 6 uaA h o, �5X6C (a) (a) b =4X6(A2)B 1=4X6(A2) sa A J P O N M L K 1112X4 =5X6 =3X4=3X8 =5X6 1112X4 1' 7'8"13 6'3"3 5' 1'6"4 5'1 Y 6'3"3 1 13 }1'� 7'8"13 + 14' 19, r20'6'4 25'8" 31'1l"3 39'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph, Pf:NA Ce:NA VERT(LL): 0.172.0 999 240 B 1640 /779 /933 /- /431 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.376 0 999 180 1 1641 /779 /933 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.073 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.161 K - - B Min Brg Width Reg= 1.9 Mean Height:23.00 ft Code/Misc Criteria CreepFactor:1.5 1 Min Brg Width Req= 1.9 Soffit: 2 NCBCLL: .00 00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.629 Bearings B&I are a rigid id surface. BCDL:5.0 psf Load Duration:1.25 MWFRS,Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.555 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.821 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 F-G 1311 -1925 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1671 -2941 G-H 1462 -2402 Lumber C-D 1463-2402 H-1 1672 -2942 Value Set:13B(Effective 6/1/2013) D-E 1 E-F 1231 -1671-1 I-J 27 0 31 71 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 - Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values approved 1/3 012 01 3 by ALSC B-P 2550-1312 M-L 2056 -971 P-O 2548 -1312 L-K 2549 -1330 Bracing O-N 2057 -939 K-1 2552 -1330 (a)Continuous lateral restraint equally spaced on N-M 1665 -673 member.Or 1x4"T"reinforcement.80%length of web member.Same species&SRB grade or better, � � Maximum Web Forces Per Ply(Ibs) 6'attachec.with 8d Box or Gun(0.1 13"x2.5",min.)nails � i� l# Webs Tens.Comp. Webs Tens.--Comp. �, *sR""�`�•maaa l� ,fr P-C 289 -20 M-F 661 -466 Loading b .• a+ +a • \r- �} '. o C-O 435 -562 M-G 518 -708 Truss passed check for 20 psf additional bottom . ` �� O-D 477 -237 G-L 472 -232 chord live load in areas with 42"-high x 24"-wide . a e� o 047182 0 i D-N 525 -717 L-H 437 -564 clearance. E-N 658 -425 H-K 289 -22 Wind E-M 267 -247 ♦ • Member design based on both MWFRS and C&C. ' STATE O d a N««v��kv SERIAL.* ?f 00 00 0100 00 01 4b 6e Sc di ca 99100 06 This item has been elcctranlralle stg«ed and waled by Mar 1Martinez, PE 1%L.Lic.0&73 621 an tnc date shown abase king a SHA-1 aethentLanancada "WARNING" READ AND FOLLOWMAL144aTES,-QbkI aQl?"JNG6gnedands atcd —IMPORTANT— FURNISH THIS DRAWING TO,d 66MN3R"-,TQii;S ltWDU4GciiT4dFmlNSiFdAL-LERS Trusses require extreme care in fabricating,handling shippingeinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or p10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI Pl 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa listing this drawing indicates acceptance of professions' engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE:wwmai ineitw.com:TPI:www.t inst.or;SBCA:.www.sbcindus .com•]CC:www.iccsafe.or Job Number: 136DCS102 " ' Ply:1 SEQN:7421936/Tlfl HIPS 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 2 FROM:GM DRW: Truss Label: A2 Wgt:238.0lbs / ... 11/10/16 7'10" } + + 311" 739180"6'4' 037'10" 6'413 I 8 + 5 " :5X6 —�5X6 E F 1112X4 D G 1112X4 12 6 h M �5X6 05 5X6 C H u' =4X6(A2)B 1-4X6(A2) A . g3 O N M L K 1112X4 =5X14 =3X4 =5X14 III2X4 7'8"13 6'3"3 5'10" 5'10" 6'3"3 T8"13 7'813 14' 19'10" 25'8" 31'11"3 39'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.174 G 999 240 B 1674 /781 /940 /- /390 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.374 G 999 180 1 1674 /781 /940 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.075 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:22.50 ft HORZ(TL): 0.161 K - - B Min Brg Width Req= 2.0 NCBCLL: 10.00 Code/Misc Criteria' Creep Factor:1.5 1 Min Brg Width Req= 2.0 TCDL:4.2 psf Bearings B&I are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.633 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.558 Spacing_:24.0" C&C Dist a:3.97 ft_ Rep Factors Used:Yes Max Web CSI: 0.853; Maximum Top Chord Forces Per Ply(Ibs) • Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp.' Chords Tens. Comp. GCpi:0.18,_ Plate_Type(s): A-B 27 0 F-G 1644 -2417 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1712-3013 G-H 1500 -2468 Lumber C-D- 1500-2467 H-1 1712 -3014 Value Set:136(Effective 6/1/2013) D-E 1644 -2415 I-J 27 0E-F 1334 -1937 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-O 2616-1356 M-L 1896 -853 O-N 2613 -1356 L-K 2614 -1388 Loading N-M 1896 -827 K-1 2617 -1388 Truss passed check for 20 psf additional bottom q chord live load in areas with 42"-high x 24"-wide Maximum Web Forces Per'Ply(Ibs) clearance. ���$�1A#1#dddjg� Webs Tens.Comp. Webs Tens. Comp. Wind � � }ll MAC � O-C 291 -20 M-F 284' -198 Member design based on both MWFRS and C&C. q• +.e••••k+� + JI/ !J C-N 440 -570 F-L 747 -555 4%; +' >4 i •.` 4440, D-N 303 -243 L-G 303 -243 4 •.` *. N-E 745 -555 L-H 441 -569 f e' No 047182Z a E-M 285 -198 H-K 291 -22 w STATE OF «per. +� 0 `. .. 1C0�! SERIAL 9 7f00 00 0100 00 01 4bSeScdt ca 991cf03i This itemhas beers cicaraniul}y stynedand waled by M44-1 Martinet, PF.ist..Lic.P4 no2i on tL iisi,%Fawn above using a siiA•T auther.[Era ticn codc- -WARNING— READ AND FOLLO.�Vn c�lc�{1tkkTGS�cNnF}d6Fcl W1AJCe�nedanezr:lnd —IMPORTANT** FURNISH THIS DRAWING TOdYL6G..GNMRAA&.3GdRSnfN4u1t111OlNGdT-NEgNStTALLERS Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an r7 SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e•• ' listing this drawing indicates acceptance of proesstonag engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility-of the Building Designer per ANSI/TPI 1 Sec.2. .For more information see this job's general notes page and these web sites:ALPINE:'www.al ineitw.com:TPI:ww,v.t inst.or:SBCA:m wi.sbcindus .corn:ICC:www.icdsafe.or Job Number: 136DCS102 + Ply:1 SEQN:744940/T11!HIPS 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 2 FROM:GM DRW: Truss Label: A3 \A 224.0 Ibs / ... 11/10/16 1_ 7'10" 1 15' 1 19'10" 24'8" 3110" t 39'8" 1 7'10" I T2" 4'10" 4'10" 72„ 7,10" '1 --5X8 1112X4 =5X8 D E F 12 6 F,7- "5X6 �5X6 C G �a o _ (a) (a) m 4X6(A2)B H-4X6(A2) y A I P O N M L K J 1112X4 -3X6=3X4 =3X8 =3X4=3X6 1112X4 F1' 7'8"12 6'3"4 1' 4'10" 4'1D" 1' 6'3"4 7'8"12 1� 7'812 14' 15 19'10" 24'8" 25' " 31'l1"4 39'8" Loading Criteria(psf) Wind Criteria 1 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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA, Ce:NA VERT(LL): 0.172 E 999 240 B 1640 /783 1941 /- /349 /5.5 BCLL:, 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.377 E 999 180 H 1641 /783 /941 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.074 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.163 J - - B Min Brg Width Req= 1.9 NCBCLL: 10.00 Mean Height:22.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Big Width Req= 1.9 TCDL:4.2 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.606 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.594 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes 'Max Web CSI: 0.355 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 E-F 1479 -2125 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1743-2949 F-G 1489 -2345 Lumber C-D 1489-2344 G-H 1742 -2950 Value Set:13B(Effective 6/1/2013) D-E 1479-2125 H-I 27 0 Top chord 2x4'SP#1 Bat chord 2x4 SP#1 Maximum Bat Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords- Tens. Comp. Lumber value set"1313"uses design values B-P 2560 -1394 - M-L 2012 -996 approved 1/30/2013 by ALSC P-O 2557-1394 L-K 2557 -1426 O-N 2557-1394 K-J 2557 -1426 Bracing N-M 2011 -964 J-H 2560 -1426 (a)Continuous lateral restraint equally spaced on member.Or 1x4"T"reinforcement.80%length of Maximum Web Forces Per Ply(Ibs) - - "S web member.Same species&SRB grade or better, Webs Tens.Com es ens. om attached w b� Tl�lt.ltift#p�p� p' Webs T C p ith 8d Box or Gun(0.113"x2.5",min.)nails @6"_oc. 1� Gr" d P-C 307 18 M-F 264 -184 «� .••`a`'$ „ � I` C-N 490 -622 F-L 486 -244 Loading � #kip. D-N 485 -244 L-G 490 -622 Truss passed check for 20 psf additional bottom . « P '«• • aR D-M 265 -185 G-J 307 -20 chord live load in areas with 42"-high x 24"-wide e clearance. � �!'C3 047162 a , E-M 194 -222 Wind Member design based on both MWFRS and C&C. ; STATE OF 7* Oai SERIAL z: rf 00 00 01100 00 01 415 6e Se di ca 9916 f0 36 Tbl;Item has tiara&lectmnisstiy signet and scaled by Manuel kiartine; 7r.tfL.1,c.04 71821—threat&spawn above wjny a 5HA•i a�:themtt:.aticnest&.. - **WARNING** READ AND FOLLO"t4L1cjCLTESdQ6Tkt16&DRAdhVdNG.6aned and z Itd —IMPORTANT" FURNISH THIS DRAWING TOdeb6C6NZRAG,'EGRSdid itWDINCdT-HEy MiFAL-LERS Trusses require extreme care in fabricating,handling shippingyin§talling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or B10, as applicable. Apply places to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. tefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The suitability and use of this sawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's eneral notes Paw and these web sites:ALPINE:ww .al ineitw.com;TPI:wwwA instor;SBCA:wvw.sbcindust .com:]CC:wwwkcsafe.orci Job Number: 136DCS102 Ply:1 SEQN:7*4944/T107 HIPS 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 2 FROM:GM DRW: Truss Label: A4 Wgt:215.E Ibs / ... 11/10116 7'10"9 13' 19'10" 268" 31'9"7 39'8" r 7'10"9 5'17 6'10" 6'1D" 5'1"7 7'10"9 �5X8 1112X4 =5XB D E F 12 6 ;3X4C G-3X4 r� tD CCI .n Y 1 T=4X6(A2)B H=4X6(A2) I P O N M L K J 1112X4 =3X4=3X6 =3X8 =3X6=3X4 1112X4 7'8"13 3 1' 5"0" 5'10" 1' 5'3"3 7'8"13 1'� ; 7'8"13 13' 14 1910" 25'8" 26' " 31'11'3 39'8" Loading Criteria(psf)- Wind Criteria Snow Criteria(Pg,Pf in.PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:'NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.191 E 999 240 B 1660 /785 /937 /- /307 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.414 E 999 180 H 1661 /785 1937 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.164 J B Min 8rg Width Req= 2.0 Mean Height:21.50 It NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 2.0 TCDL:4.2 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL':5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.651 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.554 Spacing:24.0" C&C Dist a:3.97 fit Rep Factors Used:Yes Max Web CSI: 0.479 • Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) -• Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Camp. GCpi:0.18 Plate Type(s): A-B 27 0 E-F 1670 -2509 Wind Duration:1.60 WAVE VIEW Ver.15.01.01.0402.19 B-C 1759 -2972 F-G 1596 -2526 Lumber C-D 1596-2525 G-H - 1758 -2973 Value Set:136(Effective'6/1/2013) D-E 1670-2509 H-I 27- •- 0 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values B-P 2577-1406 M-L 2195. -1114 approved 1/30/2013 by ALSC P-O 2575-1405 L-K 2195 -1114 O-N 2195-1082 K-J 2575 -1437 Loading N-M 2195-1082 J-H 2578 =1437 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide Maximum Web Forces Per Ply(Ibs) -• clearance. 4t��44Dti,i6d��B� Webs Tens.Comp. Webs Tens. Comp. 5 Wind ��1 fa�� t � P-C 258 -20 M-F 434 -290 .° Member design based on both MWFRS and C&C. ,«. ...." . 1j 4'.. C-O 406 -477 F-K 492 -252 �g r*, 'k . . , i✓✓ D-O 491 -252 K-G 405 -478 le. D-M 435 -290 G-J 258 22 No 0471 E-M 356 -408 .w a R TAT E O F �' v «r+• SERIAL z: 7f 00 00 0100 00 01 4b 6e Sc d 1 ca 010 10 36 ibis item her:been stectraalcs4 sIgnad and scaled by manucl Martina[, 8F.tFl.Lsc.da 71821 cn ttic ease shown abnvt wn8 a 5HA•1 iJNCft{:atlCn Cwe- -WARNING** READ AND FOLLO,,"AkiakQTfzS UNTMaDR9W.Jt4G60n sand:rslcd —IMPORTANT** FURNISH THIS DRAWING TCdklutc.GfltJZRArbiE(@RSdNGltWD4NGeT1dC NStTAL--LERS - - Trusses require extreme care in fabricating handlin shippingyinstalling and bracing.•Refer to and follow.the latest edition of BCSI(Building Component Safety Information,by TPI and-S performing BCA)for safety practices prior to perforng these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg Installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. )Refer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of pro essronag.engineering responsibility solely for the design shown. The-suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.- For more information see this'ob's general notes.pacie and these web sites:ALPINE:-w w.al ineitw.com:TPI:www.t inst-or:SBCA:vAm.sbcindus .com•IM wv Jccsafe.or Job Number: 136DCS102 a Ply:1 SEQN:744948/T8/HIPS 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 2 FROM:GM TDRW: Truss Label: A5 Wgt:212.8 Ibs / ... 11/10/16 7'10"8 11' 17'1" 21' 22'8" 2 288" 31'9"8 39'8" 7'10"8 3'1"8 6'1" 3'11" 1'8"1 5'11"4 3'1"8 T10"8 :5X8 =3X4 =3X6 1112X4 =6X6 D E F G H T g3X40 12 6 T � 13X4 0 rn � 4X6(A2)B J=4X6(A2) A K 1 S R Q P 0 N M L III2X4 =3X4 =3X6 =3X4 =3X8 =3X6 =3X4 1112X4 7'8"12 3'3'4 3' 29"8 5'11"4 2'11"4 3' 3'3"4 7'8"12 7'8"12 11' 14' 16'9"8 22'8"12 25'8" 28'8" 3111"4 39'8" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.187 G 999 240 B 1561 /787 /927 /- /266 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.431 G 999 180 J 1561 /787 /927 /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.158 L - - B Min Brg Width Req= 1.8 NCBCLL: 10.00 Mean Height:21.00 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.8 TCDL:4.2 psf Bearin s B&J are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.512 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.548 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 F-G 1857 -2613 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C ' 1779-2757 G-H 1857 -2613 Lumber C-D 1708 -2432 H-1 1708 -2432 V D-E 1849 -2600 1-J 1779 -2757 Value Set:136(Effective 6/1/2013) E-F 1857-2613 J-K 27 0 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per-Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-S 23B4-1422 O-N 2125 -1226 S-R 2381 -1422 N-M 2125 -1226 Wind R-Q 2125 -1195 M-L 2382 -1453 Member design based on both MWFRS and C&C. Q-P 2125-1195 L-J 2384 -1453 P-0 2617-1518 Vt� Maximum Web Forces Per Ply(Ibs) %I � arG- �p�� i`' Webs Tens.Comp. Webs Tens. Comp. 'aa dt� S-C 231 -24 O-G 298 -330 a a� C-R 361 -407 O-H 668 -456 .:' NO 047,182, : % D-R 395 -284 H-M 398 -285 D-P 657 -447 M-1 361 -408 P-E 303 -334 1-L 229 -26 ° E-0 112 -109 STATE OF A` �`•L{la SERIAL z: 700 00 Oi 00 00 010 6e$c di ca gg.1c ft)36 Ws item has been e{ectrwla4 tisnedand waled by Manuel&wti mr,. 2F.I%�.tn,as 71a21 cn the dste:Fawn abawe us9ng a SY.k•7 a�[hcrckaticncadm "WARNING" READ AND FOLLOWAAkc,ACgEaScGbkT}dI>S;Falt AWING tgnedand—tcd "IMPORTANT" FURNISH THIS DRAWING TO,,Atj[oG.ONZRAG:'G ulfzed{IV6ultWDINGdT4dFagNS9n OLLERS Trusses require extreme care in fabricating,handlin shippingyimstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. )Refer,to' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawingg any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this rlrawing or cover page, listing this drawing indicates acceptance of profession I engmeerinct responslbility solely for the design shown. The suifablllty and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's qeneral notes paqe and these web sites:ALPINE:www.al ineitw.com:TPI:ww .t instcr:SBCA:www.sbcindus .com;ICC:wewr.iccsafe.or A ... _ Job Number: 136DCS102 - - Ply:1 SEQN:7,6A952/T7/TiIPS 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 2 FROM:GM DRW: Truss Label: A6 Wgt:204.4 Ibs / ... 11/10/16 4'8" 9' 16'S" 19' 2T4"12 30'8" 35' 39'8" 7'S" 2'7" 4-4"12 7'3"4 4'4" 4'8" =5X8 =3X4 =3X6 1112X4 -5X8 D E F G H T 12 T 6 p A. Mo z-�:2X4C Ia) 1 o2X4 n =4X6(A2)B J-4K6(A2) I _ 1 A I1 Q P O N M L =3X4 =3X6 -3X4 =3X10 =3X6 =3X4 9' 5' 2'1"B 7'3"4 23"4 5' 9' 1. 9' 14' 16'1" 23'4"12 25'6 30'8" 39'6" Loading Criteria•(psf) Wind Criteria Snow Criteria(Pg,Pf in.PSF) Defl/CSI Criteria_- ♦Maximum Reactions(Ibs) . TCLL:" 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.244 G 999 240 B 1561 /810 /911 /- /225 /5.5- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.562 G 840 180 J 1561 /810 /911 /- /- 15.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.075 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:20.50 ft HORZ(TL): 0.173 L - - B Min Brg Width Req= 1.8 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.B TCDL:4.2 psf Bearin s B&J are a ri Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.628 9 gid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.671 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max.Web CSI::,0.916 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 - Plate Type(s): A-B 27 0 F-G 2179 -3171 Wind Duration:1.60* WAVE VIEW Ver.15.01.01.0402.19 B-C --1877 -2828 G-H 2179 -3172 Lumber C-D 1749-2610 H-1 1748, -2610 Value Set:13B(Effective 6/1/2013) D-E 2166-3152 1-J 1877 -2829 Top chord 2x4 SP#1 E-F 2179-3171 J-K 27 o Bot chord 2x4 SP#1 Webs 2x4 SP#3- Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"138 Chords Tens.Comp. Chords Tens. Comp."uses design values - - approved 1/30/2013 by ALSC B-Q 2474-1548 N-M 2297 -1356 Bracing Q-P 2298-1325 M-L 2297 -1356 P,O 2298-1325 L-J 2475--1580 (a)Continuous lateral restraint equally spaced on O-N 3177-1895 - iti - member.Or 1x4"T"reinforcement.80%length of - web member.Same species&SRB grade or better, Maximum Web Forces Per Ply(Ibs) attached with 8d Box or Gun(0.113"x2.5",min.)nails 1t8 d,l? ? @ 6"oc. _ ��M � �y"t�i�f Webs Tens.Comp. Webs Tens. Comp. •v Wind' "�"•�. C-Q 253 -199 G-N 350 -400 ��.� �yw `+ "°a+" 1 •• D-Q 364 -118 N-H 1031 -684 Member.desi n based on both MWFRS and C&C. ♦ ` s 0" g : D-O 1013 -669 H-L 367 -119 ,�. {} } ) r 0'-E 353 -405 L-1 254 -201 E-N 93 -89- • +tom,.\1CC�"1.['t "«�.a s�°�`�•Y�,",�'R4'�'. SERIAL.z: 71f0000010000014166eSc411ca0.10636 Thu item has been ciccvontesl}y s(yneN snd ual¢2 t:y Nfonc-el.�.1ar[Mez, - FF.IFL.tic.qd T1821 cn 11i tz^shaven 3bnce L eg a SHk•3 outhcr,[karicn code _ —WARNING— READ AND FOLLO-ISdnhLlc�kaTES-0: F6T L%DJRAWJNG6gncdardsralcd "IMPORTANT" FURNISH THIS DRAWING TmdWkj6Er 1N:ZRA&-EQRiS"II 1DINGd'WEiy RSi AL--LERS - •-_ -- Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing. Refer to and follow.the latest edition-of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing-these functions.*Installers shall provide'temporary bracing per BCSI.Unless noted otherwise,top-chord shall have properly attached.structural sheathin and.bottom chord shall have a.propeXy " attached rigid ceiling Locations shown for permanent-lateral restraint of webs shall have bracing ins,ailed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANSI gPl 1,or for handling shipping, installation and bracing of trusses.A seal on this,gra wing.or cover pa e listing this drawing Indicates_acceptance.of-professiona engineering responsibility solely for the design shown. The suitability, - and use of this gnawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2, Far more information see this'ob's general notes page and these web sites:ALPINE:-www.al ineitwcom:TPI:www.t InSL0f•SBCA:www.sbcindus .com'ICC:wwwAccsafe:or - r. Job Number: 136DCS102 :s Ply:2 SEQN:744961/T22/HIPS 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D".OL OW City: 1 FROM:GM DRW: Truss Label: A7 Wgt:193.2 Ibs / ... 11/10/16 77' + 3 I +121� + 3' 39'8"0 5'0"67 '610 2 78 + T =3X4 1112X4=3X6 =3X4 =5X8 12 �=5X8 D E F G H T 6 � T M Loy, O =4X6(A2)B 1=4X6(A2) 1g� A J Q P O=H0308 N M L-4X6 K v 1112X4 =4X6 =3X8 =H0308 1112X4 7'1"12 I 62"6 " 4 5'10" + 510 .{7�.4. 62 6 + 71 12 �1� 7'1"12 13'4"2 1 ' 19,10" 25'8" 16'3"14 32'6"4 39'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.406 E 999 240 B 3139 /1572 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.948 E 498 180 1 3139 /1572 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.096 K - - Wind reactions based on MWFRS Des Ld: 37:00 EXP:C HORZ(TL): 0.223 K - - B Min Brg Width Req= 1.9 NCBCLL: 10.00 Mean Height:20.00 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 1.9 TCDL:4.2 psf Bearings B&I are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.891 g Load Duration:1.25 _ MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.767 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:No Max Web CSI: 0.618 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 13 -11 F-G 2289 -4641 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01.0402.19 B-C 1547-3104 G-H 2O54 -4164 Lumber C-D 2054 -4164 H-1 1547 -3104 Value Set:13B(Effective 6/1/2013) D-E 2289 -4641 I-J 13 -11 E-F 2289-4641 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"1313"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-Q 2736-1352 N-M 4217 -2092 Q-P 2749-1354 M-L 4217 -2092 Nailnote P-0 4217-2092 L-K 2748 .-1354 Nail Schedule:0.128"x3",min.nails O-N 4217-2092 K-1 2736 -1352 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Maximum Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs T .C Use equal spacing between rows and stagger nails14 p�B ens. Comp. in each row to avoid splitting. �';' «satre q- 0, 4ti•. « , ss �50 C-Q 308 -49 N-G "499 -228 « Loadin * « � ,�a C-P 1621 -801 G-L 461 -648 #1 hip9 supports 7-0-0 jacks with no webs. .■.■"," ~y+« ^ ' P-D 461 -648 L-H 1621 -801 « No Q /18 - D-N 489 -228 K-H 308 -49 Left side jacks have 7-0-0 setback with 0-0-0 cant E-N 299 -348 and 1-0-0 overhang.End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang.Right side jacks « * ++ have 7-0-0 setback with 0-0-0 cant and 1-0-0 } overhang. '4U « Wind Wind loads and reactions based on MWFRS. ��+ ' «4 oft 10.-*« SERIAL tit: 7f 00 00 0100 00 0146 6o Sc dl ca 99•la W 38 ihls item has barn alectrenlcalty&ISned and u Icd by Mantel Marti-r, PE IFL.w.o4 ns;i)cn the date shown abnac�my a 5HA-I anthQTCE�tIcn cSdrL —WARNING— READ AND FOLLO-Hk&UcACkT`LScQNnTM6%&2Ra9NUdNfnagnedandcrskd —IMPORTANT** FURNISH THIS DRAWING TCIAt j6C.GbMRA4kTiBRiS"LiWDlMGdT-HiWNStTo LERS ` Trusses require extreme care in fabricating,handlin shippingpinstaliing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,67 or B10, as applicable. Apply plates to each.face of truss and position as shown above and on the Joint Details, unless noted otherwise. ]Refer to-- drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e,. listing this drawing indicates acceptance of professtonag engineering responsibility solely for the design shown.' The sui9ablllty and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitmMin:TPI:www.t inst.or:SBCA:www.sbcindus .cam•IM w Jccsafe.or L. Job Number: 136DCS102 Ply:2 SEQN:744965/T14'/HIPS 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:GM DRW: Truss Label: A7A Wgt:193.2lbs ! ... 11/10/16 7' 13710 19'10" 21' 26'0"6 32'8" 398" 7' 6710 6'2"6 1'2' 5'0"6 6'7"10 7' =3X4 1112X4=3X6 =3X4 -5X8 12 C=5X8 D E F G H T 6 � T —4X6(AA2)B 1-4X6(A2) •� 1 - 1 Q P 0=H0308 N M L-4 6 K 1112X4 -4X6 =3X8 =H0308 1112X4 1'I 7'1"12 6'2"6 7" 4 5'10" 5'10" "�4 6'2"6 7'1"12 �1� 7'1"12 + 13'4"2 1 19'10" + 25'8" 1"14 32'6"4 T 39'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) _ TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL !W TCDL: 7.00 Speed: 160mph Pf:NA Ce:NA VERT(LL): 0.406 E 999 240 B 3139 /1572 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): D.948 E 498 180 1 3139 /1572 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.096 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:20.00 ft HORZ(TL): 0.223 K - - B Min Brg Width Reg= 1.9 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Reg= 1.9 TCDL:4.2 psf Bearings B&I are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.891 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.767 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:No Max Web CSI: 0.618 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 13 -11 F-G 2289 -4641 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01.0402.19 B-C 1547-3104 G-H. 2O54 -4164 Lumber C-D 2054 -4164 H-I 1547 -3104 Value Set:13B(Effective 6/1/2013) D-E 2289 -4641 I-J 13 11 - E-F 2289 -4641 Top chord 2x4 SP#1 Sot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC B-Q 2736 -1352 N-M 4217 -2092 Q-P 2749-1354 M-L 4217 -2092 Nailnote P-0 4217-2092 L-K 2748 -1354 Nail Schedule:0.1 28"x3",min.nails O-N 4217 -2092 K-1 2736 -1352 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @12.00"o.c. tyfllt!F Maximum Web Forces Per Ply(Ibs) Use equal spacing between rows and stagger nails �ti���F� � Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. 4 .: r'be-, --- - ,�� �, �,� �qrd, C-Q 308 -49 N-G 489 -228 Loading �_+'' � C`'� �'' C-P 1621 -801 G-L 461 648 #1 hip supports 7-0-0 jacks with no webs. .` �' +' P-D 461 -648 L-H 1621 801 .. No 047182 . D-N 489 -228- K-H 308 -49 Left side jacks have 7-0-0 setback with 0-0-0 cant w E-N 299 -348 and 1-0-0 overhang.End jacks have 7-0-0 setback a with 0-0-0 cant and 1-0-0 overhang.Right side jacks a have 7-0-0 setback with 0-0-0 cant and 1-0-0 r overhang. �.. '; STATE OF 0 Wind ( ,�� � Wind loads and reactions based on MWFRS.' ( a } All- r"Fsrsiitlt%� SERIAL A: 7f 00 00 01100 00 01 4b,tie 5c d1 ca 9910 FO 36 This item Fax been clncuGnixstiy soy-red-d:ealcdby PA-L'CI mutm , FF.Ia..La.0471921 cn tnceate:paw n aLw Jng a5HA.i a�.l[f cnC3t atiAn C3dC- , **WARNING** READ AND FOLLOIAd,k,kkdiLC9LSSjrNnTAJk%UAW,JNIGLdncdandicwd —IMPORTANT** FURNISH THIS DRAWING TOdbltL-G..GNZRAi :TGJR,S lttt11 iNGdT-4dmrlNSiFdAL-LERS -- - Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for satiety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherw'ise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as'shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/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 protessionag engineerinct responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:-ALPINE;www.al ineitw.com:TPI:www.l inst.or :SBCA:www.sbcindus .com•ICC:www.icrsafe.or - " Job Number: 136DCS102 1i Ply:1 SEQN:717824/T2/GABL 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 1 FROM:AH DRW: Truss Label: B1 Wgt:130.2lbs / ... 11/10/16 t 10'4" I 20'8" 10'4" i 10'4" (TYP) l=4X4 H J Gb<��K 12 F L 6 p E M ,n - n D N C 0 =2X4(A1)B P=2X4(A1) A 0 AE AD AC AB AA Z YX=3X4W V U T S R f 20'8" 20'8" 20'8" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.001 J 999 240 P* 81 /37 /39 /- /11 /248 BCLL: 0.00 Enclosure:Closed Lu:NA. Cs:NA VERT(TL):-0.001 J 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 M - - B Min Brg Width Req= - EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.003 M - - Bearing B is a rigid surface. NCBCLL: 10.00 Code/Misc Criteria Creep Factor.1.5 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.031 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0"- C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.087 A-B 27 0 1-1 292 -21 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: B-C 82 -91 J-K 241 -18 GCpi:0.18 Plate Type(s): C-D 78 -35 K-L 190 -24 Wind Duration:1.60 WAVE VIEW Ver.15.01.01.0402.20 D-E 94 -24 L-M 142 -45 Lumber E-F 142 -22 M-N 94 -66 Value Set:13B(Effective 6/1/2013) F-G 190 -20 N-0 52 -86-11 G-H 241 -18 O-P 6 1 Top chord 2x4 SP#1 H-I 292 -21 P-Q 27 0 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"1313"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-AE 172 -104 X-W 190 0 Plating Notes AE-AD 180 -105 W-V 188 0 All plates are 2X4 except as noted. AD-AC 183 -106 V-U 187 0 AC-AB 185 -107 U-T 185 0 Wind AB-AA 187 -107 T-S 183 0 Member design based on both MWFRS and C&C. �� � � AA-Z 189 -108 S-R 180 0 Additional Notes g� Z-Y 190 -108 R-P 172 0 � ssa. I' ••••�. .�� r �� See DWGS A16015ENC101014&GBLLETIN1014 for +��" �`•.' �1 E Y-X 190 0� •,•� t� gable wind bracing requirements. •• ''°, •• No 471 82 0 Maximum Gable Forces Per Ply(Ibs) ,w Gables Tens.Comp. Gables Tens. Comp. 4. * a C-AE 155 -87 W-J 188 -83 f D-AD 94 -69 V-K 153 -73 '•• E-AC 100 -74 U-L 100 -73 d+'••. STATE OF .' LU F-AB 100 -73 T-M 100 -74 G-AA 153 -73 S-N 94 -69 ®+ i`* q$' H-Z 188 -83 R-O 155 -87 I-X 0 -154 SERIAL X: 7(00 00 0100 00 01 4beeSodi ca99leto36 This Item has been eitaraairz4 Aped-d waledby v.m 1martina" PF.lit..LFc.047IS21 cn thedatc stt Wnabaw LSing a SHA+T euthantimriancode —WARNING** READ AND FOLLOUNnAUzJ)aTFLScQNnTML%WhVhW,JA06gncdandzsalad "IMPORTANT** FURNISH THIS DRAWING TOvAtLlleFvONaTRAG.,U dRS"IiWDU4GdTWI-n mstT+1,LLERS Trusses require extreme care in fabricating,handlin shipping-0ietstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI tPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pagge listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suifabllity and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:ww.a.al ineitwcom'TPI:www.t inst.or;SBCA:www.sbcindus .com•ICC:www.icrsafe.or ;r ` Job Number: 136DCS102 Ply:1, SEQN:67jN32/T1 PCOMN 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 2 FROM:AH DRW: Truss Label: B2 Wgt:98.0 Ibs / ... 11/.10/16 6'4"8 10'4" 14'3"B 20'8" 6'4"8 31ioF% 3'11"8 6'4"8 D=4x4 12 �3X4 C E�3X4 - 6 � ' zo in y 3X4(A1).B' F=3X4(A1) T A G K J I H 1112X4 =3X4 =3X8 1112X4 6,212 6'2"1 1 6'2"12 8'8" 101'4" 14'5'4 20'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg,,NA Ct:NA CAT::NA PP Deflection in loc Udefl U# Lac R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.037 1 999 240 B 842 /384 /515 1- /237 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.085 1 999 180 F 842 /384 /515 /- /- /8.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.016 H - - Wind reactions based on MWFRS Des Ld: EXP:C 37.00 HORZ(TL): 0.037.H - B Min Brg Width Req= 1.5 Mean Height:15.00 ft - NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 TCDL:4.2 psf Bearings B&F are a rigid surface. BCDL:5.0 psf Soffit: 2.00 Bldg Code: FBC 2014 RES Max TG CSI: 0.437 g g . Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.299 Bearings B&F require a seat plate. MWFRS Parallel Dist:0 to h/2 - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.295 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber:' Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 • Plate Type(s): Chords' Tens.Comp. ' Chords Tens. Comp. _ Wind Duration:1.60 WAVE" VIEW Ver:16.01.01B.0614.19 A-B 27 0 D-E 970 -908 Lumber B-C 1147-1283 E-F ' 1148 -1283 Value Set:13B(Effective 611/2013) C-D 970 -908 F-G : 27 1. 0 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs)- . Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens..,Comp. Lumber value*set"l313"uses design values B-K 1086 -837 1-H 1083 >853 approved 1/30/2013 by ALSC K-J 1083 -B37 H-F 1086 -853 Wind J-1 1083 -837 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. �1ta� 11611#t=fl�l�t K-C 221 -23 1-E .493 -415 C-I 493 -415 E-H 221 23 D-1 581 -569 E Q ter t No o 11e u� y- 0 A'_ SERIAL st: 7t 00 00 0100 00 tit 46 6e Sc 41'ca 99 is 1ti 36 mis item hai been elecuaairalif s4ned and scaled by Man"I Martine,4 PF(FL.IJe.e4 J3621 en the date:Fawn above wing a SY.A.3 aathenit:aticn code.. -WARNING' READ AND FOLLO,"ALloi{QTFLSDI 1,WI&Q)?AWINGIrtnccandsr:l d —IMPORTANT" FURNISH THIS DRAWING.TCIAb6GGNTTRA,&:EGfRSdNGIIWDiNGdT,4dEWNStTALLERS :-•- - .--- Trusses require extreme care in fabricating handlin shippingyin§talling and bracing. Refer to and follow the latest edition of BCSI(Building_ Component Safety Information,by TPI and'SBCA)fo'r safety practices prior to performing these functions.-Installers,shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly -- attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. defer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build.the truss in conformance with ANSI/I PI-1,or for handling shipping,installation and bracing of trusses.A seal on this drawing, or cover pa e listing this drawing indicates, acceptance of professtonag engineering responsibility solely for the design shown. The sui9abdtty and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:-ALPINE:www.al ineitw.corn'TPI:www.t insLor:SBCA:www.sbcindus :corn'ICC:WvJccsafe-or - V Job Number: 136DCS102 Ply:1 SEQN:717826 DRW: 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 3 FROM:AH 5.2 lbs Truss Label: B3 Wgt:9 / ... 11/10/16 6'4"8 10'4" 14'3"8 20'8" 6'4"8 3'11"8 3'11"8 6'4"8 D=4X4 12 6 -3X4 C 3X4 m t0 in in r 3X4(A1)B ri F=3X4(A1) 43 A J I H G III2X4 =3X4 =3X8 III2X4 1, 6'2"12 2'S"4 1'e" 4'1"4 6'2"12 6'2"12_ 8'8" 10'4" 14'5"4 20'8" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0,051 H 999 240 B 844 /385 /515 /- /223 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.085 H 999 180 F 780 /348 /448 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.021 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.037 G - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 TCDL:4.2 psf Bearings B&F are a rigid surface. BCDL:5.0 psf Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.474 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.303 Bearings B&F require a seat plate. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.313 Loc.from endwall:Any 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:15.01.01.0402.20 A-B 27 0 D-E 997 -912 Lumber B-C 1151 -1287 E-F 1212 -1295• Value Set:13B(Effective 6/1/2013) C-D 974 -911 _ Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Maximum Sot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values B-J 1089 -908 H-G' 1095 -910 approved 1/30/2013 by ALSC J-1 1086 -908 G-F 1098 -911 I-H 1086 -908 Wind Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. J-C 221 -23 H-E 505 -426 C-H 495 -415 E-G 223 -44 ' f. �r'�o, .,4. D-H 586 -602 E.No 847182 « « �. �q « SERIAL 9: 7(00 00 0100 00 01 gib 6e Sc d 1 ca 99 le t0 36 This item has boon e1tvr icNsinned anti scaledby manual Martincs, 2F.[;L.I.x.0471821.n ISFsr dap-skawn aim"c u.inq a SHA 3 authmtls.Finn Code. —WARNING** READ AND FOLLO}kkAklctAaTES-O"nFkd6% J?AW.JFl.G6pcoandsrslcd **IMPORTANT** FURNISH THIS DRAWING TCbdAkL-CONIBA-&TlQf'>SsdtiJf-liWDINGdTJFIIn'-INST ALLERS Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r safety practices prior to performing these functions.-Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or B10, as applicable. Appty plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. )2efer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinQQComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI lTPI 1,or for handling shipping[,installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of prOTessional engineering responsibility solely for the design shown. The suitability. and use of this "awing for any structure is the responsibility.of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com•TPI:www.t inst.or:SBCA:mmw.sbcindus .com'ICC:www.iccsafe.or Job Number: 136DCS102 - Ply:1 SEQN:677434/T1 el EJAC 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 23 FROM:GM DRW: Truss Label: EJ7 Wgt:23.8lbs .. / ... 11/10/16 C 12 6 CO C7 2X4(A1) B A D f—1' 7 . 7' Loading Criteria(psi) Wind Criteria Snow Criteria(P-g,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 336 /155 1257 /- /211 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 127 /26 /102 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.016 D - C 171 /169 /85 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:20.00 ft HORZ(TL): 0.031 D Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.533 D Min Brg Width Req= - Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.368 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.01B.0614.19 Lumber A-B 27 0 B-C 77 -160 Value Set:13B(Effective'6/1/2013) Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"'I 3B"uses design values B-D 0 0 approved 1/30/2013 by ALSC _ Wind Member design based on both MWFRS and C&C. _ ��$y116tA'itd��$d R "tit c•=�+w�.� s I;- �✓ No, 04718 STATE OF Aw iPv a s✓� ' at', �•jY a a18 3'S i�'. .Ry. y yA 'l .i.8 sp• 'M. S£RiAL 0. T(00 00 0100 00 01.4b 6e Sc d t ca 991e f6 36 , rt•Iz item haz horn etCctr¢nital3y s(gned and ualnd by Manucl laartinei, PF.IFL.Uc.9411821 cn ttiadsW Fawn abuwe ruing a5HA.1 av[hcrtt:adun cxde.. **WARNING— READ AND FOLLO."ALFcei QTES Q 6TkdLSrQP"JNG6iincaandscsicd —IMPORTANT** FURNISH THIS DRAWING.TOdMlule€'GbMRAft'xTORSANQLtWDiNGdT-MrvINStT AL-LERS Trusses require extreme care in fabricating handlin shipping�,iiastalling and bracing. Refer to and follow the latest edition of BCSI(Building. Component Safety Information,by TPI and'SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly .. attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. )2efer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin$Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the_ truss in conformance with ANSI/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,- listing this drawing,indicates.acceptance of pro esstonag engineerinct responsibility solely for the design shown. The suigability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:w.wv.al ineitwcom-TPI:www..t insLor:SBCA:wnw.sbcindus .com-ICC:wwwiccsafe.or " C � Job Number: 136DCS102 Ply:1 SEQN:744923/T5!EJAC 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 5 FROM:GM DRW: Truss Label: EJ7A Wgt:21.0 lbs / ... 11/10/16 B 12 6 M ' O M V 2X4(A1)A T C 7' 7' Ai Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA A 270 /79 /185 /- /148 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 128 /23 /105 !- !- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.026 C - - B 174 /132 /88 /- /- /1.5 Des Ld: 37.00 EXP:Cght:20.25 ft HORZ(TL): 0.034 C - - Wind reactions based on MWFRS Mean Height:NCBCLL: 10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:4.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.543 C Min Brg Width Req= - p Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.373 B Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft � Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A is a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Lumber A-B 78 -161 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"1313"uses design values A-C 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. No 047102 ffi w V+ s Y �b 0 STATE OF 1* 4 � 4 �y 4yy���.' 5 @ '' 3YY SERIAL w: BBB 7f00 00 0100 00 01 4b6eSed1 ca 0 ist036 This item has boon elcatnanlral}y sgned end sealed lay 1.tanucl tLartinm Pr.(FL.1-13411921 an tt;e date.Chown ab-a using a SHA.i aa:tfienrkaNnn cadc. "WARNING— READ AND FOLLOMUnfclkl4iCbTFLSJaLV TAiL%DJt?.W1A G6gnca and s-led —IMPORTANT" FURNISH THIS DRAWING TOhdnlntcGANZRArb!EGRS lt(DiNGdT-Mrv4NSi A-LERS Trusses require extreme care in fabricating,handling shippingyinstalling and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 150A-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 ANSIf�PI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or :SBCA:www.sbcindust .corn:[CC:www.iccsafe.or Job Number: 136DCS102 Ply:1 SEQN:744917/T15/JACK 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 8 -FROM:GM DRW: Truss Label: BJ5 Wgt:16.8 lbs / .. 11/10/16 C 12 6 M • O LO M 2X4(A1)B A D 1 St 51 Loading Criteria(psf) Wind Criteria -- Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 263 1123 /208 /- 1155 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 90 /17 /70 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 D - - C 119 /115 /58 /- /- 11.5 Des Ld: 37.00 EXP:CMean Height:19.50 ft HORZ(TL):-0.012 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 - TCDL:4.2 psf D Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI:- 0.329 g q= - Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.182 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 '- Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 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:15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. Lumber ___ A-B 27 0 B-C 53 -126 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"l3B"uses design values B-D 0• 0 approved 1/3 012 0 1 3 by ALSC Wind Member design based on both MWFRS and C&C. - 4,4011114itd{p" ♦ B .a y EN No 0,47162 z :. y�•s STATE OF «O N #�$ I SAS% SERIAL 9: 7f 00 00 0100 00 01.415 6e Sc di ca 99 le f0 36 1't'ds item has Ge4n ckcxonicst3y styned anti sealed ty Mmu:cl ltartina�, 7E(FL.Ltc.0471921 en th&r.att df 2bayc C ing a SHA-7 autitcrti:attenszdc. "WARNING" READ AND FOLLO,Mdnti�k#c�BtkkTFScQNn�ddl&FJhWaAlSn4lgnee4neuaice- -IMPORTANT** FURNISH THIS DRAWING TCbdklUtcCaUTRAQ*EGRSdNGltl OU4GdEMEANSi ALLERS. _ Trusses require extreme care in fabricating,handlin shippingyit%stalling and bracing. Refer to and•follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo�-safety practices prior to performing these functions. Installers shall provide'temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro perr y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIffPI 1,or for handling shippin ,installation and bracing of trusses.A seal on this drawing or cover pa e,• listingthis drawingg indicates acceptance of professions engtneertn responsibility solely for the design shown. The suigabtltty and use of this drawing for any structure is the responsibility of the�uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com'TPI:www.t inst.or:SBCA:wmv.sbcindust .com'ICC:www.1cc Lfe.or s. Job Number: 136DCS102 Ply:1 SEQN:744915/T16/JACK 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 8 FROM:GM DRW: Truss Label: BJ3 Wgt:12.6lbs / ... 11/10/16 C 12 6 o to 2X4(A1) B M CV 43 �- A D 1' 31 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria- ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 193 /95 /.162 !- /101 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 51 /8 /42 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 D - C 64 /62 /28 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL):-0.004 D - - Wind reactions based on MWFRS B Min Br NCBCLL: 10.00 Mean Height:19.00 ft 9 Width Re 1.5 Code/Misc Criteria Creep Factor:1.5 - q _TCDL:4.2 psf D Min Brg Width Rec = Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.183 - Load Duration:1.25 P TPI Std: 2007 Max BC CSI: '0.075 C Min Brg Width Req= MWFRS Parallel Dist:0 to h!2 Bearing B is a rigid surface.. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18- Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.0 Chords Tens.Comp. Chords Tens. Comp. 1.01.0402.19 Lumber A-B 27 0 B-C 29 -110 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Farces Per Ply(Ibs) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"1313"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. ``i�4�g�11!6 91F�'6 fto • No 047162_ ..0 is !i.. STATE OF .` •.inn.*" OR �r� trt� SERIAL 0. 7f 00 00 0100 00 01 4b 6e Sc 41 ca 99 le 110 36 ibis Item has been cimtranlcstiy m"ati and scaled by)Annual k.artine; PF.rL.Uc.e47187}en ltio date shown a bay a-Mg a SHA-1 aiMenckatian code_ —WARNING" READ AND FOLLO.."41.I4JQTGS:Q6Ta4L9&DJRAWIf`IG6,Vneand—ke —IMPORTANT" FURNISH THIS DRAWING TOALitiOGNI-RA-,TGRS 11U1{11NGdT4dEE N.Si MILERS Trusses require extreme care in fabricating,handlin shippingyiklstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810. as applicable. Appty plates to each,face of truss and position as shown above and on the Joinf Details,'unless noted otherwise: Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this grawing or cover page_, listing this drawing indicates acceptance of proressionag engineering responsibility solely for the design shown. The'suifability'. and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:wm.l inst.or:SBCA:wma.sbcindust .com:ICC:wr w.iccsafe.or Job Number: 136DCS102 Ply:1 SEQN:744,913/T177 JACK 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 8 FROM:GM DRW: Truss Label: BJ1 Wgt:11.2lbs .. / ... 11/10/16. 12 -F T 6 � C 2X4(A1) B CY, _ C) LO 4113 A 1f 1r 1f Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefllCSl Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in. loc Udefl U# Loc R !U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 150 /87 /146 !- /49 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 11 /11 119 /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 D - - C -14 /29 /27 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:18.50 ft HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 B Min Br g Width Req= 1.5 Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.171. D Min Brg Width Req= - BCDL:5.0 psf - Load Duration:1.25 MWFRS Parallel Dist:0 to h!2 TPI Std: 2007 Max BC CSI: 0.016 C Min Brg Width Req'= Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 . Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Camp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Lumber A-B 27 0 B-C 29 -19 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"l3B"uses design values_ B-D 0 0— approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. - �4ag18bi.Frp�#t## A SAN No 047162 STATE OF .7 �W0 A 6; A SERIAL z: ?f 00 00 01 00-00 01 4b 6e Sc d1 ca 99 is f0 36 ibis iten ias been ciceKonlia7fy sjaned and scaled by?A(Martine L� 2E t=t.1.c.0471821 an the eao zhawn abnvc nsinq a SHA-1 auth-ak tim'om —WARNING" READ AND FOLL04�n�lklcfTl4kTI�S QNnFkd6�RhZ�WJFISn4tdnceandzsalcd —IMPORTANT" FURNISH THIS DRAWING TG&Wii GON3IRAG3GRS LiWO►NGdT-iArny Nsi dkkLERS Trusses require extreme care in fabricating,handling shipPingyit�(alling and bracing.•Refer fo and follow the latest edition of BCSI(Building Component Safety Information,by TPI'and SBCA):fo�sa ety practices prior to performing these functions. Installers.shall.provide temporary. . bracing per BCSI.Unless noted otherwise,top_chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer.to drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing any.failure to build the truss in conformance with ANSI/TPI'1,or for.handling"shipping,installation and bracing of trusses.A seal on this drawing or cover pa e- listing this drawing indicates acceptance of pro essionag engineering responsibility solely for the design shown. The sujgabI ity and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com•TPI: wdwv.t inst.or:SBCA:www.sbcindus .com:ICC:www.iccsafe.or .o Job Number: 136DCS102 ► Ply:1 SEQN:744919/T19/HIP_ 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 4 FROM:GM DRW: Truss Label: CJ7 Wgt:40.6 Ibs / ... 11/10/16 5'3"5 9'10"1 5'3"5 4'611 D 12 4.24 p Z�2X4 C of � io AI v =2X4(A1)B ` T y A EX 1 9'4"1 5 6, 9'4"1 1 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.039 F 999 240 B 326 /199 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.059 F 999 180 E 365 /120 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 F - - D 212 /219 /- !- !- /1.5 - Des Ld: 37.00 EXP:CMean Height:19.99 ft HORZ(TL): 0.017 F - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:Height: psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Reg= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.412 E Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.611 D Min Brg Width Req= - Spacing:24.0", C&C Dist a:3.00 ft Rep Factors Used:•No Max Web CSI: 0.283 Bearing B is a rigid surface. Loc.from endwall:NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.0 Chords Tens.Comp. Chords Tens. Comp. 1.01.0402.19 Lumber A-B 9 -8 C-D 78 -83 Value Set:13B(Effective 6/1/2013) B-C 491 -581- Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-F 550 -446 F-E- 0 0 approved 1/30/2013 by ALSC Loading Maximum Web Forces Per Ply(Ibs) Hipjack supports 6-11-8 setback jacks with no webs. Webs Tens.Comp. C-F 487 -600 Wind �yg7t�DFl,i�E�p�r Wind loads and reactions based on MWFRS. Afjy BNo STATE OF +++ N m J- At- SERIAL x: V 00 00 0100 00 01 4b 6e Sc d1 ca 0 le f0 34 This item has Lean alactronlsa4ly signed and sealed by Manuel k;artinas, ?F.IDL.Lrc.as T7821 an Inc dale shown atwue using a SHA•I mahm intimcudc- -WARNING" READ AND FOLLO.kAd,&klctl QTFLS&QNnTkd6SID)?MJN.G6ga.oands-iad "IMPORTANT** FURNISH THIS DRAWING TCkALL.GGNIRAfd-3G RS4NCItWEII JGdT-MFm,,INStTAL-LERS Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest-edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply prates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pei e listing this drawing,indicates acceptance of processional engineering responsibility solely for the design shown. The suitability' and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or:SBCA:www.sbcindus .com;ICC:www.iccsafe.or Job Number: 136DCS102 Ply:1 SEQN:744926/T23/VAL 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 1 FROM:GM [DRW': Truss Label: V1 Wgt:29.4lbs / ... 11/10/16 47' 8'4" 47' 4'2" 12 B=4X4 6 N =3X4(D1) =3X4(D1) T A c D 1112X4 e'4" 47' i 4'2" 4,2„ 8,4„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA,PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.016 D 999 240 A' 73 /37 /34 /. /8 /100.0 BCLL: 0.00 Enclosure:Closed Lu:NA, Cs:NA VERT(TL):-0.019 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 D - - A Min Brg Width Req= EXP:C . Des Ld: 37.00 Mean Height:19.77 ft- HORZ(TL): 0.008 D Bearing A is a rigid surface. NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.166` Maximum Top Chord Forces Per-Ply(Ibs) ' Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.140 Chords Tens.Comp. Chords Tens.-Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.122 q_g 221 -212 . B-C 221 212 Loc,from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg.Specified Camber. GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver.15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. Lumber _ Value Set:136(Effective 6/1/2013) A-D 269 _-163 D-C 269- _ - -163- Top chord 2x4 SP#1 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP.#1 Webs Tens.Comp. Webs 2x4 SP#3 p• Lumber value set"l3B"uses design values B-D 411 -336 approved 1/30/2013 by ALSC Wind - Member design based on both MWFRS and C&C. Additional Notes �gy6�fi)� tjl See DWG VAL160101014 for valley details. gi a No 0 Z s e m.n r « v dY —_�ytrp STATE E O ��ye V � ;$11 « •.. �'' SERIAL z; 700 0.0 0100 00 014b 6e Sr,d f ca 99.1 c(036 ihls Item has tsean ekttroalcatiysi�,ne2 snd zsalcd by tAanlrCl Kartincs, ' 2F.I:4.Lsc.p4J187)en the uate shown abate csiag a SY.n•3 2uthcrtkaticn cadc. - -WARNING** READ ANDFOLLO•MUnA-!cOO.TfrSaln-Fkd6Fc&ZIZAMWINGLvn,,ands-kd **IMPORTANT** FURNISH THIS DRAWING TGAkI cCGN9•iF A-&T,LlRfedNCiiWOlNG,dZhIii�NSFdhELERS - - Trusses require extreme care in fabricating,handlin •shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building - Component Safety Information,by TPI and SBCA)for safety practices prior to performing-these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord-shall have a propperly - attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections-B3,B7-or 810, as applicable. Apply plates to each.face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to- drawings 160A-Z for standard plate positions. _ Alpine,a division of ITW Buildingg Components Group Inc:.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover page,, --- listing this drawing,indicates acceptance-of professional engineerin9 responsibility solely for the design shown. The suifabtltty- and use of this drawing for-any structure is the responsibility of the building Designer per ANSl1TPI 1 Sec.2. - - Formore information see this job's general notes page and these web sites:'ALPINE:wsw.al ineitw.com'TPI:w, .t inst.or:SBCA:w.wesbcindus .tom:ICC:va Jccsafe.cr - Job Number: 136DCS102 Ply:1 SEQN:744928/T21/VAL 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:GM DRW: Truss Label: V2 Wgt:16.8lbs / ... 11/10/16 1'11"8 3'11" 1'11"8 } 1'11"8 12 6 B=3X4 3X4(D1) =3X4(D1) A C 3-11" _I 3-11" 3-11" Loading Criteria(psf) Wind Criteria - Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs);or'=PLF- - TCLL: 20:00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.006 999 240 A' 70 /29 /31 /- /6 /47.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.007 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 - - A Min Brg Width Req= - EXP:C HORZ(TL):-0.003 - - Bearing A is a rigid surface.Des Ld: 37.00 Mean Height:20.32 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.062 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: -0.069 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0:' C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 A-B 202 -162 B-C 202 162 Loc.from endwall:,not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Chords Tens.Comp. Lumber " A-C 158 -160 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 - Bot chord 2x4 SP#1 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. � �$�� � A No 0 716Z STATE-' .`�$f•�' C 1� •,�� D �X 'ONM-, � SERIAL. 7f 00 00 0100 00 01 4b 0e So dt ca 99.11c f0 36 Thls item has�ecn ekctranlcatiy strned anC waled by Ma�u:cl Martinry - 2F.I;t.i:[.da}I82t en tfia LafC spawn atM14e L'L9nB a Syk+3 - autherd:aficezadc, "WARNING" READ AND FOLLO,"&4- iC1;TEikStakTWI4%JhiA&MING6ped and zaakd "IMPORTANT— FURNISH THIS DRAWING TCIALAcCONLRAftxUGRS ltlddlIMGdL-hlla,4MTAL-LERS Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r satiety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Inslalled per BCSI sections B3,B7 or 810, as applicable. Appfy plates to each face of truss and.position as shown above and on the Join Details, unless noted otherwise. Refer to-- drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI 1,or for handling ship pin ,installation and bracing of trusses.A seal on this drawing or cover pa e,, listing this drawin indicates acceptance of pro)ess,p . engineering responsibility solely for the design shown. The suifablllty and use of this yawing for any structure is the responsibility of the 6wilding Designer per ANSI/TPI 1 Sec.2.For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com•TPI:www.l inst.or:SBCA:www.sbcindus .com•ICC:vn Jccsafe.or Job Number: 136DCS102 Ply:1 SEQN:622764/T47!SPEC 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 5 FROM:AH DRW: Truss Label: 4C1 Wgt:25.2lbs / ... 11/10/16 12 4 to ao M r• =2X6 D N . 2X4(A1)B 3 A 1112X4 E • � 11 518118 518t18 1it$♦ 31_1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection-in loc L/defl L/# Loc R /U -/Rw /Rh !RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.023 E 999 240 B 293 /126 /217 !- 1101 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.030 E 999 180 D 215 /114 /138 /- /- /1.7 BCDL: 10.00 Risk Category:11 EXP:C Snow Duration:NA HORZ(LL):-0.009 E - - Wind reactions based on MWFRS Des Ld: 37.00 HORZ(TL): 0.012E - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.7 TCDL: . psf Bearings B&D are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.374 g - Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.209 Bearing B requires a seat plate. MWFRS Parallel Dist:0 to h/2 - Spacing:24.0" C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI: 0.321 d Forces Per Ply(Ibs) p C Maximum To Chord Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords To C hormp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.01 B.0614.20 A-B 19 0 B-C 50 -130 Lumber Value Set:13B(Effective 611/2013) Maximum Bot Chord Forces Per Ply(Ibs) Comp. Top chord 2x4 SP#1 Chords Tens. , Bot chord 2x4 SP#1 B-E 89 -176 Webs 2x4 SP#3 :Rt Bearing Leg 2x4 SP#3: Maximum Web Forces Per Ply(Ibs) Lumber value set"l313"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC D-E 102 -36. C-D 1338 . -641 Wind Member design based on both MWFRS and C&C. - . o -- S TAT E OF •�, 4 SERIAL 90000Ot0000014bOeSedica99Icto16 7351z item hax$..n ckccranlzslty slgn.e snd:cal._[ym nucl Pe.am.r„ Lic.0477911 c;n IL.natc zF.awn abaa.wing a SH�ri ' a'vthcrtEzatlen¢ad.- -WARNING— READ AND FOLLO-�Ah1k#�a{11.4kTlrw c�lCltiFkdl�e&3�W1E14nlgnecandscalcd "IMPORTANT" FURNISH THIS DRAWING TGAEtLOGNMRAiL.-T RS"Lit1D4NGdT-HFm.INStTA:LERS Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or o10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any-failure to build the truss in conformance with ANSI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e•• ' listing this drawing indicates acceptance'of proesstonag engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more infonoaiJon see this job's general notes page and these web sites:ALPINE:www.al ineitwcom:TPI:www.t instor:SBCA:ww .sbcindust zom'ICQ www.iccsafe.or - - A Job Number: 136DCS102 Ply:1 SEQN:622766/T30/GABL 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:DJH DRW: Truss Label: 4C2 Wgt:28.0lbs / ... 11/10/16 u6' 3' 4'4" 5'10"4 1'12 3' 1'4" 1'6"4 E 12 T 4 � _I C M N t• 2X4(A1)B A U U Li 1I 1 F H G 6' 1 3' 1'4" 1'6"4 3' 4'4" 5'10"4 1;'72 6 Loading Criteria(psf) -Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or`=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.002 H 999 240 B* 85 /40 /61 /- /17 /72.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.003 H 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 E - - B Min Brg Width Req= - EXP:C Des Ld: 37.00 HORZ(TL):-0.003E - - Bearing B is a rigid surface. Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria CreepFactor:1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.163 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.057 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.072 A-B 19 0 C-D 6 -114 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: B-C 14 -178 D-E 12 -40 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16-01-0113-0614,201 Maximum got Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) B-H 276 -25 G-F 289 -27 Top chord 2x4 SP#1 H-G 285 -26 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Gable Forces Per Ply(Ibs) Lumber value set"l3B"uses design values Gables Tens.Comp. Gables Tens. Comp. approved 1/30/2013 by ALSC C-H 223 -115 E-F 112 -41 Plating Notes D-G 242 -79 All plates are 2X4 except as noted. Wind ��14llaid� � - Member design based on both MWFRS and C&C. ��� Right end vertical not exposed to wind pressure. > ��"'�Wig Additional Notes ' •. , See DWGS A16015ENC101014&GBLLETIN1014 for gable wind bracing requirements. * a W STATE OF SERIAL Z: 7f 00 00 0100 00 014b 6e Scd1 ca 991c f0 X This item hax]Rears cleamnizstty sEyned tnC.ealed Ey q.—I N.—u-4 7F.tP 1k.na 73921..tke 6atc zhawn abwu¢csins a SHA-1 asthertkaFlca czre. "WARNING" READ AND FOLLO,t/UnfVklc�S114kTF�Sk2LVaFkd6�c[JhW1FJsn43nccara:,lcd —IMPORTANT— FURNISH THIS DRAWING TOALtl CGNIRAG:TG RiSdNGItWDiNGdTHim-iANSi AI:LERS " Trusses require extreme care in fabricating handling shipping;virtstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ' attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10", as applicable. Apply Plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. ]Refer to - drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/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 protessionag engineering responsibility solely for the design shown. The suigablllty - - and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:w .al ineitw.com•TPI:v .t inst.or:SSCA:w .sbcindus .com•ICC:vww.iccsafe.or ~ Job Number: 136DCS102 Ply:1 SEQN:622751/T24/MONO 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 4 FROM:DJH DRW: Truss Label: 4C1A Wgt:22.4 Ibs / ... 11/10/16 1112X4C 12 4 to - N � 2X4(A1)B N A E 1112X6 p 4i8„ 1'4n 6' 6- Loading Criteria(psf) 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 iri loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.099 C 201 240 B 224 /86 /165 /- 1101 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA' Cs:NA VERT(TL):-0.119 C 167 180 E 297 /141 /185 /0 16 /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.034-C - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL):-0.041 C - - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Mist;Criteria Creep Factor:1.5 E Min Brg Width_Req= 1.5 Bearings B&_E are a rigid Soffit: 2.00- Bldg Code: FBC•2014 RES Max TC CSI: 0.252 9 gid surface._ - BCDL:5.0 psf Bearings B&E require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.464 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.188. . Loc.from endwall:not-in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) .GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.0113.061 A-B - 19 0 B-C 39 -87 Lumber' Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply-(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Bot chord 2x4 SP#1 B.-D 12 -8 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply jibs) . approved 1/30/2013 by ALSC Webs Tens.Comp. Wind D-C 197 -125 Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. No, 0471,82 4 � c~ 1 6 s l� x .F Q.T 41 A V %IONA SERIAL 0. 7f 00-00 0110000 Of db Be Sc d1 ca 99100 X This ite has beer.cteciranlcsfiy s(-yncd+one ualcE by Manccl Marnna4 Pf lii..tic.Pa 7i s2i cn ibr Nato-%hewn abavv wing a sHA.i ' aaiAcrrf:atfcn c;.da_ ' **WARNING** READ AND FOLLO,LIB,A4Fcti114kTGaSkkbinThdbsclJJ�Wi�Nlalrgncdana:eaFcd —IMPORTANT** FURNISH THIS DRAWING.TCb AL.CGNNZRAG-FORS&4C�bWI21NGdT4lFvaNSITALLERS - Trusses require extreme care in fabricating,handlin shippingylenstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for-safety practices prior to performing these functions. Installers shall provide temporary - - bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B& B7 or B10, as applicable. Apply plates to each face of truss-and position as shown above and on the Join f Details, unless noted otherwise. -}defer to drawings 160A-Z for standard plate positions. Alpine,adivision of ITW Building Components Group Inc.-shall not-be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1,or for handling shipping installation and bracing of trusses.A seal on this grawing-or cover pa e, listing this drawing,indicates acceptance of proressionag engineering responsibility solely for the design shown. The suiTability and use of this drawing for any structure is the responsibilityvf the Building Designer perANSI/TPI 1 Sec.2. = For more information see this'ob's general notes page and.these web sites:ALPINE:www.al ineitw.ccm:TPI:www.t inst.or:SBCA:w.vw.sbcindus .com'ICC:www.iccsafe.or •'^' - - Job Number: 136DCS102 Ply:1 SEQN:717829!T32/COMN 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 1 FROM:GM [DRW: Truss Label: 4L1 Wgt:39.2 Ibs / ... 11/10/16 5'2" 10'4" 5'2" 5'2" 12 C=4X6 T 4 � T 0 SO =2X4(A1)B D=2X4(A1) N 1s s A E rl F 1112X4 10' 1 5,2n 5'2„ 1 5'2" 10'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh !RL 1 W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.024 F 999 240 B 445 /211 /279 /- /81 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.029 F 999 180 D 445 /211 /279 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): g Width Re =0.009 F - - B Min Brg Width Req= 1.5 ft Mean Height:15.00 q NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 D Min Br 1.5 TCDL:4.2 psf Bearings B&D are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.335 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.225 Maximum Top Chord Forces Per Ply(Ibs) Rep Factors Used:Yes Max Web CSI: 0.081 Spacing:24.0" C&C Dist a:3.00 ft' Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 19 0 C-D 821 -658 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 B-C 820 -658 D-E 19 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bat Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Bat chord 2x4 SP#1 B-F 592 -629 F-D 592 -629 Webs 2x4 SP#3 Lumber value set"l3B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Wind C-F 212 -46 Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind �13ft�ilt6 6 # No 047162 6. yg» ^4 SATE OF �.�W'' y+� SERIAL x; 7f 00 00 0100 O0 O146 Oe Sc d1l ca 99 le fi>06 rhli item I=been ckcuonica14 x and and=Ivdby Ma-1 Martiu4 Pr.IPL•Lie.0471821 Cn Ma eat¢Shown above Lung a SHA.1 allthend6atl0ncode. "WARNING*" READ AND FOLLOAAUc^QTFLScQ 6TM6aDhjZrAala/dNG6gocdands,aled —IMPORTANT" FURNISH THIS DRAWING TOidkb6CGNIRArb:5 iDfitS&4QLW4aU4GdTldFn1USi ALLERS Trusses require extreme care in fabricating,handlin shippingyirlstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss-and position as shown above and on the Joinf Details, unless noted otherwise. {Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin$Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI!I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this rawing or cover pa e listing this drawing indicates.acceptance of professional engineering responsibility solely for the design shown. The suitability: and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:w .al ineitvvxom:TPI:www.t inst.or:SBCA:www.sbcindus .corn'ICC:www.iccsafe.or Job Numbei: 136DCS102 Ply:1 SEQN:717830/T31/SPEC 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elle"D"'OL OW Qty: 1 FROM:GM DRW: Truss Label: 41_2 Wgt:39.2lbs / ... 11/10/16 5' 10'4" f 5' f 64" 'I 12 T 4 p =4X6 C T to ' 2X4(A1)B D=2X4(A1) N 1 t3s A E rl F 1112X4 I 10'- Al 10'4" 1 10'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.023 F 999 240 B 445 /207 /278 /- /80 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.029 F 999 180 D 445 /207 /278 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.008 F - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.009 F - - B Min Brg Width Req= 1.5 D Min Br NCBCLL: 10.00 5 Code/Misc Criteria Creep Factor:1.5 g Width Req= 1.5 , TCDL: . psf Bearings B&D are a rigid Soffit: 2.00 BCDL: .0 psf -Bldg Code: FBC 2014.RES id surface.Max TC CSI: 0.336 g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.225 Re Factors Used:Yes Max Web CSI: 0.081 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft p " Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 19 0 C-D 794 -658 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 B-C 793 -658 D-E 19 0 Lumber Value Set:13B(Effective 611/2013) Maximum Bot Chord.Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#1 B-F 592 -603 F-D 592 -603 Webs 2x4 SP#3 Lumber value set"'I 3B"uses design values Maximum Web Forces Per Ply(Ibs) " approved 1/30/2013 by ALSC Webs Tens.Comp. Wind C-F 212 -48 Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind 110 047982 •ay � �ro A a �✓' 'a J df"a,TE V-F «� V q� SERIAL z: 7f 00 00 0t 00 00 01 46 8e Sc d 1 ca 9910 W 36 Thit item has beers skc:ranizattt•signed and ualed by Manuel lAntina;, ?fi v._.t ic.as n s2 i en I:IC GIc zhawn above Ling a sHA-i au[GCf tt.adLC¢a]e. "WARNING" READ AND FOLLO, h�L1c�BL4kTlzSQNiFkdl6}h1�WdAlG4gncaaneszs{ce "IMPORTANT" FURNISH THIS DRAWING TOirALJLGGNZRiAG�SJAS l WDINGeT4dfv Mi AL-LERS Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and-position as shown above and on the Join Details,-unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suigability and use of this drawing for any structure is the responsibility.of the Building Designer per ANSI/TPl.1 Seat. „ For more information see this'ob'sgeneral notes page and these web sites:ALPINE:w.wv.al ineitw.com;TPI:www.t inst.or:SBCA:wwa.sbcindus .com•ICC:www.imsafe.or - -' Job Number: 136DCS102 Ply:1 SEQN:717842/T20/HIPS 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:GM DRW: Truss Label: 41_3 Wgt:49.0 Ibs / ... 11/10/16 3' 7'4" 10'4" 3' 4'4" 3' 12 4 =4X4 C=4X6 D ih -2X4(A1)B E=2X4(A1) 13 s UF r 1 H G 1112X4 =3X4 10, I� 1 3'1"12 I 3'10"12 I 3'3"8 I 1 3T'12 T 7'0"8 i 10'4" T l Loading Criteria(psf) -Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria• ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.026 G 999 240 B 568 /278 /- /- /- /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.058 G 999 180 E 568 /278 /- /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.018 G - - B Min Brg Width Reg= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Reg= 1.5 TCDL:4.2 psf Bearings B&E are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.241 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.260 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.059 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords'Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 19 -14 D-E 510 -1120 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 B-C 509-1128 E-F 19 -14 Lumber C-D 468-1088 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#1 Webs 2x4 SP#3 B-H 1052 -470 G-E 1046 -471 Lumber value set"l3B"uses design values - H-G 1073 -469 - approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at -1.00 to 55 plf at 0.00 C-H 151 0 G-D 156 0 TC-From 55 plf at 0.00 to 55 plf at 3.00 C-G 15 0 - TC-From 61 plf at 3.00 to 61 plf at 7.33 TC-From 55 plf at 7.33 to 55 plf at 10.33 4q4�d {P� TC-From 55 plf at 10.33 to 55 plf at 11.33 !• Ge",.. r.b• f p BC-From 4 plf at -1.00 to 4 plf at 0.00 t� :• j "+, `4 BC-From 20 plf at 0.00 to 20 plf at 3.00 '�s �"*' ,� ` '• BC-From 24 plf at 3.00 to 24 plf at 7.330. BC-From 20 plf at 7.33 to 20 plf at 10.33 ''t NO 04718 BC-From 4 plf at 10.33 to 4 plf at 11.33 as of BC- 99 lb Conc.Load at 3.00,7.33 r°• • s �' Loading °C #1 hip supports 3-0-0 jacks with no webs. ".. `, STATE OF Left side jacks have 3-0-0 setback with 0-2-0 cant and 1-0-0 overhang.End jacks have 3-0-0 setback -• OR with 0-2-0 cant and 1-0-0 overhang.Right side jacks " "••"••"" 1k have 3 90 setback with 0-2-0 cant and 0-0-0 '�0� 4x �% overha Wind SERIAL Wind loads and reactions based on MWFRS. 7f00 00 0100 00 01 4b6eSod1 ca 99Ic 1036 this Item has 6ecrs c{tctrenkally s�nea one waled ty Man�xl Martine; Left and right cantilevers are exposed to wind PE I:L.Lc[.dC77921 an lhe"W'Shownalraue wjnq a SHA•3 authmcE:aticraade. -WARNING- READ AND FOLLOl/14kk1�i3114kTGScQNnFkdlS 911�/dWJFI(n4�aneame:s,l a **IMPORTANT** FURNISH THIS DRAWING TOidhL6CaNaTRAi&,T RSAN6ui!WLIINGdT-MFmlNSFdhL-LERS Trusses require extreme care in fabricating,hl"dlin shipping ielstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fog safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have-a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI q PI 1,or for handling shipping,installation and bracing of trusses:A seal on this dgrawmg or cover pa e. listing this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The suifabdlty_ and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more infonnalion see this job's general notes page and these web sites:ALPINE:Yww.al ineitmcom'TPI:w,mw.t inst.or:SBCA:www.sbcindusl .com-ICC:www.imsafe.or ! Job Number: 136DCS102 Ply:1 rFRA 725460/T6/VAL 4EJ8 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Oty: 1 H' DRW: Truss Label: 4MV1 Wgt:18.2lbs .. / ... 11/10/16 12 4 1112X4B T v A =3X4(D1 -0�4 D C ' 1112X4 5,3 5'Y Si3tr '1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA D* 72 115 /47 /- /7 /63.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 C D Min Brg Width Reg= - EXP:C Des Ld: 37.00 HORZ(TL): 0.012 C - - Bearing D is a rigid surface. Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:4.2 psf Soffit: 2.00 BCDL 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.224 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.208 Chords Tens.Comp. . Spacing:24.0" C&C_Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.133 A-B 18 -54 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 - Plate Type(s): Maximum Bot Chord-Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp. Lumber Value Set:13B(Effective 6/1/2013) A-C 10 6.• -5 Top chord 2x4 SP 41Bot Maximum Web Farces Per Ply(lbs) Webs 2x4 SP#3 chord 2x4 #1 Webs Tens.Comp. We - - Lumber value set"l38"uses design values B-C 179 -117,- approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL1 601 01 014 for valley details. MA No - ss. a �:• - . ft STATE OF ,Po` yONg -SERIAL z: 7f:00 00 0100 00 01 4b 6a Se d i ca 99 Ic f6 36 RBIs item has hccn cl_cxrantcat}y s{�ned anc scalesS tp Martucl k7artlnc{," ar.I.>t.Lrc.pd:J762f nn tiic p3R':F.itWM1;ttw4e w.iag a 5NA*F ' actFcrc'icatfen¢ice.. **WARNING** READ AND FOLL0.�4dLLLc4{11&kT�ScQN FkdlFcRh2dc4UVJLVSf4rancaane=ralsd —IMPORTANT** FURNISH THIS DRAWING TCh.AL C-.GNZRA-&,T(i RSdNGItWDiNCvdEME4NStTALLERS - Trusses require extreme care in fabricating handlingshippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and''SBCA) r safety practices prior to performing'these functions. Installers shall provide temporary. - bracing per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have'a-properly . attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing-installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown-above and on the Joinf Details, unless noted otherwise: f2efer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group'Inc.-shall not be responsible for any deviation from this drawing any failure to build the ' truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawingg indicates.acceptance of professions engtneerrng responsibility solely for the design shown. The sui9ability and use of this rlrawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:wwmal heitw.com'TPI:ww .t hstor:SBCA:wwvv.sbcindust .com;ICC:www.iccsafe.org Job Number: 136DCS102 Ply:1 SEQN:725462/T4/VAL 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:GM DRW: Truss Label: 4MV2 Wgt:14.0lbs .. / .. 11/10/16 12 4 1112X4 B A =3X4(D1 Ll - p C 1112X4 2'11"4 2'11"4 i 2'11"4 Loading Criteria(psf)- Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA D* 75 /12 /44 /- /6 /35.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 C D Min Brg Width Req= - Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL):-0.002 C - - Bearing D is a rigid surface. NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.052 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.060 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.036 A-B 13 -23 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 . Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.-Comp. Lumber A-C 59 -3 Value Set:13B(Effective 6/1/2013) Top chard 2x4 SP#1 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Webs 2x4 SP#3 Webs Tens.Comp. Lumber value set"1313"uses design values B-C 83 -60- approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. � �� Il t fIto. No Z r4Q V471€3 f's :. STATE D . �' N Ri SER)A9 9: ?f0000010000014b6e'-;cdicaggic(036 This item hax tecrs e{actr¢nitafy s:ned snd scaled by Manrscl A,artinaz, �F.1,=1.l.k.a-0T382t nn t$r date zhawn abn4e.Yng a SHk•F authmtlta€Icr aada_ —WARNING— READ AND FOLLO�hUn✓1LluM,4kTF�QNnF#dl&Glh�\NdLISn4�ncaanduslcd _ —IMPORTANT** FURNISH THIS DRAWING TOuktl iLCOt+laTRAi&,EGRS4N LtWDINGdT-,HE MiFa'#I:LERS - Trusses require extreme care in fabricating,handling shippingpiristalling and bracing.•Refer to and follow the latest edition of BGSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly-" - attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or E10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details,•unless noted otherwise. Pefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not_be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover paga-• listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. -The suifablllty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:wwv.al ineitw.com•TPI:w .t insLor;SBCA:www.sbcindust .com•ICC:www.iccsafe.or Job Number: 136DCS102 Ply:1 SEQN:622755/T34/JACK 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty:4 FROM:AH DRW: Truss Label: 4BJ1 Wgt:11.2lbs / ... 11/10/16 12 4 C 2X4(A1) B r T A_ A ~ D Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 140 /109 /143 /- /31 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 11 /11 /19 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D - C 0 /27 /28 /- /- /1.5 Des Ld: 37.00 EXP:Cght:15.00 ft HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Mean Hei NCBCLL: 10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit:- 2.00 BCDL:5.0 psf Bldg Code: FBC 2014-RES Max TC CSI: 0.179 D Min Brg Width.f2eq= - Load Duration:1.25 TPI Std: 2007 - Max BC CSI: 0.019 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.01 B.0614.20 Lumber - A-B 17 0 B-C 23 -10 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Comp. Bot chord 2x4 SP#1 Chords Tens- Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind E � - No 0 "1 toe MAW '. STATEOF i � `ff . SERIAL P, It 00 00 01-00 000..1,.4b 6e Sc dlca 991c.16 36. SSllz it—3;as he4ne{ectr.Ynitbtttf stynad snd scaled F:r M1a; 1mntiq¢, 8F.t.t.I.tc.g4719:t en tt;a cafe A—abate c.ing a SHA-1 acth-a atlanSSYdG- **WARNING— READ AND FOLLO?!�(1iLlc�illQT��laT�d6�xfJh�N/aJ1[n4�necacdsealcd **IMPORTANT** FURNISH THIS DRAWING TmdhlulcCON 1,RA-&:EGRcSaa4NGitldDINGdT-,Hfm Mi AkLERS Trusses require extreme care in fabricating handlin shippingwiesstalling and bracing: Refer to and follow the latest.edition of BCSI(Building Component Safety Information,by TPI and'SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attache ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per'BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling shippingg,.installation and bracing of trusses.A seal on this dgrawing or cover pa e-- listing this drawing,indicates acceptance of protessional engineer-ing responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec:2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com•TPI: www.t insLor-SBCA:-www.sbdndus -tom'ICC:www.iccsafe.or - - Job Number: 136DCS102 Ply:1 SEQN:717837/T35/EJAC 4EJB 2807-Elle"D"OIL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 4 FROM:GM DRW: Truss Label: 4EJ3 Wgt:12.6lbs .. / ... 11/10/16 12 4 C Ln 2M(Ai)B r A _ D 1, 3 31 Loading Criteria'(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL:, 7.00 Speed: 160 mph Pf.NA Ce:NA VERT(LL): NA B 192 /87 1152 /- /57 /4.0 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA- D 49 /6 138 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 D - C 61 /42 /24 /- /-, /1.5 Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL):-0.003 D - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 B Min Beg Width Req= 1.5 - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.177 D Min Beg Width Req= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.069 C Min Beg Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any, FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Lumber A-B 19 0 B-C 19 -62 Value Set:136-(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"136"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind 3 r� 1 .. STATEF * e SERIAL ?f00 00 0100 00Ot415"6e Sc dica99IcM36 Ti•,Is item hax b¢¢rs ctttt[onirslty's ned snd:Baled F:y FATImarmu, 1k.¢A71871¢n tfi cat,d. abate winga5P.A•2 autftertEraNcn code. —WARNING" READ AND FOLLO}/t¢t�#c�1L4kTEaScQL�nT#dksc9h�W�NSntt�n¢eanezralcd __ - - -IMPORTANT" FURNISH THIS DRAW]NG"TGdMIt& N&T ALLERS Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building - Component Safety Information,by TPI and SBCA)for•safety practices prior to performing these functions. Installers shall provide temporary. bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint'Details,•unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible far any deviation from this drawin any failure to build the truss in conformance with ANSII I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this�rawfng"or cover page listing this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The suitability.- and use of this hawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t insLor:SBCA:www.sbcindust .corn']CC:www.iccsafe.or Job Number: 136DCS102 Ply:1 SEQN:717840/T36/HIP_ 4EJB 2807-Elie"W OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 2 FROM:GM DRW: Truss Label: 4CJ3 Wgt:15.4lbs / ... 11/10/16 2.83 o C N 2X4(A1)B 3 A D - 1'S" 412"3 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Ptin PSF) Defl/CSI Criteria_- .. ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160mph Pf:NA Ce:NA VERT(LL): NA B 127 /78 /- /- /- /57 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 20 /- /10 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D - C 51 /39 /-' /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS ' Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min Br Width Re Soffit: 2.00 BCDL:5,0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.135 g q= - Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.026 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 It Rep B is a rigid surface.Rep Factors Used:No, Max Web CSI: 0.000 , Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi: 18 Plate Type(s): = Wind Duration::1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. -Lumber A-B 14 -9 B-C 12 -10 Value Set:13B(Effective 61112013) Top chord 2x4 SP#1 - Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"l3B"uses design values B-D 0 0 - approved 1/30/2013 by ALSC Loading The following trusses need concentrated loads at the end of their overhangs:0-0-0 span/setback member on the 0-1-8 cant side requires 17 Ibs and the 0-0-0 span/setback member on the 0-1-8 cant side requires 17lbs. Sub-fascia beam assumptions:1-0-0 sub-fascia beams -i on the 0-1-8 cantilever side.1-0-0 sub-fascia beam on - . *•'._'>+. +fq. �� the 0-1-8 cantilever side. 1 • 1*j , + r+ Hipjack supports 2-11-8 setback jacks with 0-1-8 `. cantilever one face;0-1-8 cantilever opposite face. w NO 04,7182 Wind Wind loads and reactions based on MWFRS. .. t t Left cantilever is exposed to wind STAT rE 0. e Ali- SERIAL z; 7f00 00 0100 00 01,4b6eScdt ca 99le(036 Ti•11 Item fiat;Seers ciccvanlcsl7y stance snd scat.&by mmo iMartinet, PR FL.0C.d4'r192)en ttiar2t,sFa n abnve using a SHA-1 , ' aJttICSLr:9LIGn 2ildC. "WARNING" READ AND FOLLO,"tLlc$AC9Fr.S:Q{h, WI,5ca?AWJF1G gn.dandsukd "IMPORTANT" FURNISH THIS DRAWING TCI.AL CCONMRAS:EGRS&4GliWDINiGdL-iAEiIUSFolkkLERS = - Trusses require extreme care in fabricating,handlin shippingPiastalling and bracing. Refer to and follow the latest edition of BCSI(Building - Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord-shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 83,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions." Alpine,a division of ITW Building Components Group.lnc.shall not be responsible for any deviation from this drawing any failure to build the - truss in conformance with ANSI g Pl.1,or for handling shippingq,installation and bracing of trusses.A seal on this drawing or cover pagge•, listing this drawing,indicates-acceptance of professional engineering responsibility solely for the design shown. The suifabllity and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI-1 Sec.2.For more information see this job's general notes page and these web sites:ALPINE:-w .al ineitwcom:TPI:.www.l insLor:SBCA:www.sbcindus .com:ICC:www.iccsafe.or - - - - --- i Job Number: 136DCS102 Ply:1 SEQN:622700/T25!SY42 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FT1 Wgt:92.4lbs / ... 11/10/16 1'2"8 1 (TYP) W=3X4 qq A B C D E FG H I J K L M N O T 3�e =2X4 — P 'v L Q AE AD AC A Z Y X W V U T S R W=3X4 16'8" f 16'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pt NA Ce:NA VERT(LL): 0.000 O 999 360 _ _ Enclosure:NA A Min / / / ! /199 BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.000 O 999 240 AE Min Brg Width Req= BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 AE - - Bearing AE is a rigid surface. Des Ld: 55.00 EXP:NAMean Height:NA ft HORZ(TL): 0.000 AE - - Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) NCBCLL: 10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.076 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.018 A=B 0 0 H-1 0 0 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CS 1: 0.032 B-C 0 0 1-1 0 0 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 0 0 J-K 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 K-L 0 0 Wind Duration:NA WAVE VIEW Ver:16.01.016.0614.20 E-F 0 0 L-M 0 0 Lumber F-G 0 0 M-N 0 0 Value Set:13B(Effective 6/1/2013) G-H 0 . 0 N-O - 0 0 Top chord 42 SP#1 Bot chord 42 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values AE-AD 0 0 X-W 0 0 approved 1/30/2013 by ALSC AD-AC 0 0 W-V 0 0 AC-AB 0 0 V-U 0 0 Bracing AB-AA 0 0 U-T 0 0 Sheathing is required for any longitudinal(drag) AA-Z 0 0 T-S 0 0 forces.All connections to be designed by the building Z-Y 0 0 S-R 0 0 designer., II111411t1 j, Y-X 0 0 R-Q 0 0 Fasten rated sheathing to one face of this frame. �o p� rbp 4 l7;- Maximum Web Forces Per Ply(Ibs) -Plating Notes . .*•+°`•m. INC @y� +• ►,»F as Webs Tens.Comp. Webs Tens. Comp. All plates are 2X4 except as noted. �+�� T a'�1 •. bra .� ++" •+ AF-AE 0 -8 O-Q 0 -47 Additional Notes No 0 718 °«� A-AE 0 47 Q-P 0 -8 Webs are square cut except dbi diagonals or as otherwise shown. v ► Maximum Gable Forces Per Ply(Ibs) Truss must be installed as shown with top chord up. x ; Gables Tens.Comp. Gables Tens. Comp. 'ATE OF B-AD 0 -134 I-X 0 -96 4L3 C-AC 0 -134 J-V 0 -139 ''' '•« D-AB 0 -133 K-U 0 -132 E-AA 0 -132 L-T 0 -133 io*% H-Y 0 -196 N-R 0 -134 ITF!j tit SERIAL w: 7f 00 00 0100 00 01.4b 6e Sc 41 ca 99 is(0 36 Tbls item etas been cleeuanits73y synod sod waled by Maru:al Martinez, 2F.fFL.LFc.tt-0J7821 cn tiro tote:pawn above c:inq a SH0..7 au[?crtkatinn code "WARNING— READ AND FOLLO.%AL1ci{11.4kTESc016Tkdl&Dft7a9 JNGigrtceandI-W "IMPORTANT— FURNISH THIS DRAWING TO�,AttleG@NaIRAi&:FLdI S"ItUILINdGdlHFmlANSiAL"LERS Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary- bracing per BCSI.Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appfy plates to each face-of truss and position as shown above and on the Joint-Details,•unless noted otherwise. )Refer to ' drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing anyiailure to build the - truss in conformance with ANSI/TPI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover page,, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this 'awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE:www.al ineitw.com'TPI:www.t inst.or:SBCA:w,wv.sbcindus .com•ICC:www.iccsafe.or Job Number: 136DCS102 _- - Ply:1 SEQN:622703/T44/SY42 - 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 12 FROM:DJH DRW: Truss Label: FT2 Wgt:103.61bs .. / ... 11/10/16 7-6n 9-6" 1 6'8" i f 76" 2' 7-2„ 'I 1 3 1'3" �„1� I �3„12 �13"1� 12 3„1� 'I 1'3" - =4X4 • =4X6 =4X4 III3X4 1113X4 W=3X4 =4X6 A B C D E F G H I J K L M T 88 =2X4 N=2X4 v =2X4Y 1 F8 V U T S R Q P O =4X =4X6 =3X6 W=H0308 III3X4 =3X6 =4X6 =4 6 3X4 16'8" Loading Criteria(psf) Wind Criteria Snow-Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL_ /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.198 F 980 360 W 903 /- /- 1- /- /8.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.310 F 625 240 O 904 /- /- /- /- /4.0 BCDL: 5.00 Category:NA . Snow Duration:NA HORZ(LL): 0.034 B - - W Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.055 B - - O Min Brg Width Req= 1.3 NCBCLL: 10.00 99 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings W&O are a rigid surface. TCDL:NA psf re Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES- Max TC CSI: 0.590 Bearing W requires tyres a seat plate.. ; Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.688 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.429 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1 0 G-H 0 -2923 Wind Duration:NA WAVE,HS VIEW Ver:16,01.01 B.0614.20 B-C 0-1522 H-1 0 -2553 Lumber C-D 0 -2556 ' 1-J 0 -2553 Value Set:13B(Effective 6/1/2013) D-E 0 -2556 J-K 0 -2553 E-F 0 -2926 K--L 0 =1522 Top chord 4x2 SP#1 _ F-G 0 -2933 L-M - 1 - - 0 Bot chord 4x2 SP#1 - Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. W-V 874 0 S-R 2933 0 Plating Notes V-U 2142 0 R-Q 2847 0 All plates are 2X4 except as noted. U-T 2833 ,0 Q-P 2140 0 T-S. .2833 0 P-O . - 874 .0 Additional Notes +2x6 continuous stron back.See detail �tg g �+'� �,rF�. Maximum Web Forces Per Ply(Ibs) STRBRIBR1014 for bracing and bridging « ` { lt� Webs Tens.Comp. Webs Tens. Comp. recommendations. Webs are square cut except dbl diagonals or as �'� { � `• � X-Y 0 3 G-R 52 405 otherwise shown. %� « °•� „ A-W 0 -41 R-H 547 -116 Truss must be installed as shown with top chord up. No 0471132QE W-B 0 -1217 H-Q 0 -487 �,. ' x+ •a°,� B-V 901 0 1-Q 0 101 V-C 0 -862 Q-K 561 0 : C-U 564 0 K-P 0 -860 D-U 0 -99 P-L 901 .0 a �* STATE OF U-E 0 -418 L-O 0 -1217 t� x E-S 467 -118 M-O 0 -40 Al S-F 34 -305 O-N 0 -7 SERML 9, 7f 00 00 0100 00 01 4b 6e Sc d1 ca 99 io•(0 36. itls item has.t+ner.clearalzs7ly sl3nee ansi.ealed t:y 1AanLel k7artiner„ - �F.1>i..t.ec.pa 73921 cn ILc Garr sF.awrt abaue yang a S�A.I ohhCTttt]Fien G3�C **WARNING** READ AND FOLLO?�t4�lc�{tl.4kTFixS�InThdkFc[Jl�/al�F1Cn��ccanezealca" —IMPORTANT** FURNISH THIS DRAWING TOAE6C..GNTRA1&-TORSANCliWDINGdT-aFm4NSi ALLERS --•- - Trusses require extreme care in fabricating,handling shippingpisnstalling and bracing. Refer-to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions.-Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,.B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI.1,or for-handling shipping,installation and bracing of trusses.A seal on this drawing or cover-page., - listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The sui9ability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes page and these web sites:ALPINE:•waw.al ineitw.com'TPI:www.t inst.or:SBCA:-w .sbcindust .com•CC:w Jccsafe:or Job Number: 136DCS102 Ply:1 SEQN:622706/T42/SY42 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty. 7 FROM:DJH DRW: Truss Label: FT3 Wit 103.6 Ibs .. / ... 11/10/16 7'6" I 9'6" I 16'8" I I 7'6" T 2' T 7'2" '1 P'-1y{ �3 1 1'3" � { '{ �1 3„12 �'3„1�{ 1 �3'1—'{ 1'3" =4X4 =4X6 =4X4 1113X4 1113X4 W=3X4 =4X6 = A B C D E F G H I J K L M T �8 -zxa W =2X4X 1 ,.8 V U T S R Q P O N =4X =4X6 =3X6 W=H0308 III3X4 =3X6 =4X6 =4X6 =3X4 16'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) - TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Lot R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.198 F 980 360 V 903 /- /- /- /- /8.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.310 F 625 240 N 917 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.034 B - - V Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA Mean Height:NA ft HORZ(TL): 0.055 B - - N Min Brg Width Req= - NCBCLL: 10.00 Code/Mist Criteria Creep Factor:1.5 Bearing V is a rigid surface. TCDL:NA psf Bearing V re a seat Soffit:: 0.00 BCDL:NA psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.590 9 requires q plate. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.688 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.429 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1 0 G-H 0 -2922 Wind Duration:NA WAVE,HS VIEW Ver:16.01.01 B.o614.20 B-C 0 -1521 H-1 0 -2551 Lumber C-D 0 -2556 1-1 0 -2551 Value Set:136(Effective 6/1/2013) D-E 0 -2556 J-K 0 -2551E-F 0-2925' K-L 0 -1521 Top chord 4x2 SP#1 F-G 0-2932 L-M 3 0 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) - Lumber value set"l3B"uses design values approved 1/3 012 0 1 3 by ALSC Chords Tens.Comp. Chards Tens. Comp. V-U 874 0 R-Q 2932 0 Plating Notes U-T 2141 0 Q-P 2846 0 All plates are 2X4 except as noted. T-S 2833 0 P-O 2139 0 S-R 2833 0- O-N 873 '` 0 = Hangers/Ties (J)Hanger Support Required,by others # �q R ,0��. Maximum Web'Forces Per Ply(Ibs) ,. ° �- ' Webs Tens.Comp. Webs Tens. Comp. Additional Notes N+t�� ; a+•` *'�,� � +2x6 continuous strop back.See detail arm `„ � ` a `yd W-X 0 -3 G-Q 52 _ -405 g STRBRIBR1014 for bracing and bridging a„ ,• ;�" A-V 0 -41 Q-H 547 -116 recommendations. o 047182 V-B 0-1217 H-P 0 487 Webs are square cut except dbl diagonals or as , 1 B-U 900 0 I-P 0 -101 *" otherwise shown. ' U-C 0 -862 P-K 561 0 ®. ¢ Truss must be installed as shown with top chord up. +� C-T 563 0 K-O 0 -860 STATE D-T 0 -99 O-L 901 0 T-E 0 -418 L-N 0 -1218 *, E-R 467 -118 N-M 0 -15 '° '�` R-F 35 -305 M-N 0 -44 .'b AL SERIAL.#; 7 00 00 0100 00 014b,$e Sc d1 ca 99 It 10 36 rFls itemha€tear,tremanirs'llr sixnae:and.calad>;y tAantsal FAartinez, aF.t t.r.9a:71911 en tlic catc.Fawn aba'n-Ing a SMA'l aL'th Cf t{;.a4tCfl Q2dC:. **WARNING** READ AND FOLLOy/VntQ,klcr iQTEScQLVkTiWL%j?.AWJNG6gnedand caaicd **IMPORTANT** FURNISH THIS DRAWING TOtAL1 0.GNaZRAi&-fi,G RSditUDIN06T-aEn NatTALLERS ` Trusses require extreme care in fabricating,handlin shippingpiostalling and bracing. Refer to and follow.the latest edition of,BCSI(Building .. Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary - bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or B10, as applicable. Apply plate.to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling.shipping,installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of professtonag engineering responsibility solely for the design shown. The suigability and use of this gnawing for any structure is the responsibility of the Building Designer perrANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:wsna.t inst.or:SBCA:www.sbcindus .cam•ICC:w.wr.icesafe.or Job Number: 136DCS102 Ply:1 SEQN:622709/T29/SY42 4EJB 2807-Elle"D"OIL OW/DR Horton/4EJB 2807-Elie"D"OIL OW Qty: 1 FROM:DJH DRW: Truss Label: FT4 Wgt:92.4 Ibs / ... 11/10/16 f$1'I 1� 2"8 1,4" (TYP)- W=3X4 qq A B C D E F G H I J K L M N O 2X4 — P V — 1 Q AE AD AC A A Z Y X W V U T S R W=3X4 16'8" 1 16'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria - ♦Maximum Reactions(Ibs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 O 999 360 Enclosure:NA Q* Min r- !- /- /- 1199 BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.000 O 999 240 AE Min Brg Width Req= BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 Q - - Bearing AE is a rigid surface. EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL):-0.000 Q NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES- Max TC CSI: 0.076 Chords Tens.Comp. Chords Tens.'Comp. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.018 A-B 0 0 H-1 0 0 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.032 B-C 0 0 I-J 0 0 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 0 0 J-K 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 K-L 0 0 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 E-F 0 0 L-M 0 0 Lumber F-G 0 0 M-N 0 0 Value Set:13B(Effective 6/1/2013) G-H 0 0 . N-0 0 0 Top chord 4x2 SP#1 Maximum Bot Chord Forces Per PI Ibs Sot chord 4x2 SP#1 y(this) Webs 4x2 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values AE-AD 0 0 X-W 0' 0 approved 1/30/2013 by ALSC AD-AC 0 0 W-V 0 0 AC-AB 0 0 V-U 0. 0 Bracing - AB-AA 0 0 U-T 0 0 Sheathing is required for any longitudinal(drag) AA-Z 0 0- T-S 0 0 forces.All connections to be designed by the building Z-Y 0 0 S-R 0 0 designer. $ , Y-X 0 0 R-Q 0 0 Fasten rated sheathing to one face of this frame. z X �p 1 0" Maximum Web Forces Per Ply(Ibs) Plating Notes - w4� "+�yraEsy`*a-m Webs Tens.Comp. Webs Tens. Comp. All plates are 2X4 except as noted. ' AF-AE 0 -8 O-Q 0 -47 Additional Notes No 047182, A-AE 0 -47 Q-P 0 -8 Webs are square cut except dbl diagonals or as otherwise shown. ' r . Maximum Gable Forces Per Ply(Ibs) Truss must be installed as shown with top chord up. + ffi Gables Tene.Comp. Gables Tens. Comp. xkn B-AD 0 -134 H-W 0 -96 TE- OF C-AC 0 -134 J-V 0 -139 D-AB 0 -133 K-U 0 -132 E-AA 0 -132 L-T 0 -133 G-X 0 196 N-R 0 -134 a�t.tlif�4��° SERIAL z: 7f 06 00 0100 00 01 41b III Sc dl ca 99 1c 10 X Stela item has bears cicctxanlza#iy ate nci+snd xaaled by lAnnL iimainer„ 1F.vt..tic.pa Ti s2 t cn tnC eatU-s6�wn abnwo Being a SM:c=7 - aiitliCTCita[Itc¢�da. **WARNING** READ AND FOLLO,kylcsl114TFiScQNnFkd6�i&1JZa9WJF14y4nacandzsa4ed **IMPORTANT** 'FURNISH THIS DRAWING TCbALr6WNIRA-C.-TGRSdNCIIW 11itfGJT-R&ANSI AkLERS Trusses require extreme care in fabricating har in shippingyirutalling and bracing. Refer to and follow the latest edition of BCSI'(Building - Component Safety Information,by TPI and'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top-chord shall have properly attached structural sheathin and bottom chord shall have a properly . attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply Plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Pefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping;installation and bracing of trusses.A seal on this drawing or cover pa e,. listing this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this-ob's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t instor:SBCA:'www.sbdr dus �.com:ICC:www.iccsafe.or - r Job Number: 136DCS102 Ply:1 SEQN:622713/T46/SY42 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OIL OW Qty: 4 FROM:-DJH DRW: Truss'Labe1: FT5 Wgt:131.6lbs / ... 11/10/16 8'1"4 10'1"4 19,11"8 8'1"4 2' 9'10"4 [1712 f'-3 1 _3 1—� �5 �3,12T3„1--� �- --{ 1112X4 =4X4 W=3X4 =2X4 III2X4 1112X4 1112X4 =3X4 1112X4 III2X4 �A B C D E F G H I J K L M N T J�8 =2X4 AB 378 U T S R Y X=5X8 V =5X6 III3X6 Q P O W=3X4 19'11"8 Loading Criteria(psf) Wind Criteria Snow'Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs). TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.369 G 632 360 Z 1084 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.577 G 404 240 0 1098 /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.050 B - - Z Min Brg Width Reg= 1.5 EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.079 B - - O Min Brg Width Req= - Des Ld: : 55.00 Code/Misc Criteria Creep Factor:1.5 Bearing Z is a rigid surface. TCDL:NA psf p a Bearing Z requires seat late. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.939 q Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.734 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.553 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. - Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1 10 H-1 0 -4070 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 B-C 0-1887 I-J 0 -3304 Lumber C-D 0-3345 J-K 0 -3304 Value Set:13B(Effective 6/1/2013) D-E 0-3345 K_L 0 -3304 E-F 0-4443 L-M 0 -1894 Top chord 4x2 SP#1 F-G 0-4457 M-.N _ 3 _0 Bot chord 4x2 SP#1 G-H 0-4456 Webs 4x2 SP#3 Lumber value set"l3B"uses design values Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp.. Plating Notes Z-Y 1057 0 T-S 4411 0 All plates are 4X6 except as noted. Y-W 2712 0 S-R 0 0 X-W 0 0 S-Q 3812 0 Hangers/Ties W-V 3927 0 Q-P 2700 0 (J)Hanger Support Required,by others y 11!#73 � r V-U 3935- 0 P-0 - 1059 0 if+ y, e U-T 4457 0 Camber >`" 'El IV � '6' 0, Max JT VERT DEFL:LL:0.37"DL:0.26".See detail �� `*g' `�• p Maximum Web Forces Per Ply(Ibs) DEFLCAMB1014 far camber recommendations. +� o Webs Tens.Comp. Webs_ Tens. Comp: o 047182 . Additional Notes AA-AB 0 3 T-H 520 -259 +2x6 continuous strongback.See detail d A-Z 0 -41 H-S - 0 -543 STRBRIBR1014 for bracing and bridging Z-B 0-1471 S-1 391 0 recommendations. B-Y 1155 0 I-Q 0 -691 Webs are square cut except dbl diagonals or as ;. TAT F .7 44 Y-C 0 -1147 K-Q 0 -70 otherwise shown. ( » V` C-W 860 0 Q-L 821 0 Truss must be installed as shown with top chord up. ,»' `` � D-W 0 -106 L-P 0 -1120 W-E 0 -802 P-M 1161 0 E-U 877 0 M-O 0 -1477 U'-F 0 -309 O-N 0,#134#rj t G-T 136 -274 N-0 0 -44 SERIAL#: 7f©O OO Oi tO€)I)f?1 4b 6e 5cc d1 ca 99 is(O 36 ibis item hax Gears alattranizntty s�neC sne scald t+y Manuel h7artina{, YF.ti:..I.x.d-07]6:t Cn Itf c EsrC zha W rt abase 4:�3n,�a SHRx7 1&it7nTtSfanL`rt fie]e. **WARNING** READ AND FOLLO"hlLlc4LCbTIzS�Q1kTrhaRRAyiJNfi6V.o and ssaicd **IMPORTANT** FURNISH THIS DRAWING TGAbteWN AIB:FGR+SdNGliW:DIMGdThIFn,INSttTAL-LERS Trusses require extreme care in fabricating,handlin shippingpietstalling and bracing. Refer to and follow the latest edition of BCSI-(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall havb 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 of truss and position as shown above and on the JoingDetails, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page; listing this drawing indicates acceptance-of professions. engineering responsibility solely for the design shown. The suitability- and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or:SBCA:www.sbcindust .com'ICC:www.iccsafe.org Job Number: 136DCS102 Ply:1 SEQN:622724/T33/SY42 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW City: 4 FROM:DJH DRW: Truss Label: FT6 Wgt:144.2lbs ! ... 11/10/16 8'1"4 10'1"4 20'3"8 8'1"4 + 2' 10'2"4 7 �3„1� 12 �3"1-Ltd III 2X4. W=3X4 =2X4 =2X4 1112X4 =6X6 1112X6 1112X6=5X6 =3X4 1112X4 =5X6 1112X4 T 3•e AD A B C D E F G H I J K L M N 0 P Q i =2X4AE + SS 1 3_8 AA Z X W VU AC AB XS Y =6X6 1114X6 =4X4 T S R W=3X4 20'3"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W' TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.362 H 655 360 AC 1102 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.566 H 419 240 R 1104 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.051 R - - AC Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.080 R - - R Min Brg Width Req= 1.3 Bearings Mean Height:NA ft s NCBCLL: 10.00 Code I Misc Criteria Creep Factor:1.5 g AC&R are a rigid surface. TCDL:NA psf Bearing AC requires a seat late.- Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.512 q p Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.732 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.565 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1 0 I-J 0 0 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 B-C 0 -1927 I-K 0 -4189 Lumber C-D 0 -3413 K-L . 0 -4189 Value Set:13B(Effective 6(1/2013) D-F 0-3413 L-M 0 -3382 E-F 0 0 M-N 0 -3382 Top chord 4x2 SP#1 F-G 0 -4833 N-0 0 -1933 Bot chord 4x2 SP#1 G-H 0-4852 O-P 1 0 Webs 4x2 SP#3 H-I 0 -4840 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs)- Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. AC-AB 1077 0 W-V 4543 0 • AB-Z 2767 0 V-U 0 0 Camber AA-Z 0 0 V-T 3909 0 {i7iBiY#Itdp% i DEFLCAMB10114 for camber detail 4 recommendations. ons 0."o Y-X 4034 0 S-R 1080 0 p..••.• - ♦ •n• •a�� .� X-W 4852 0 ' Additional Notes ` *° ' +2x6 continuous strongback.See detail ` «- Maximum Web Forces Per Ply(Ibs) STRBRIBR1014 for bracing and bridging • No sx 471 82 � Webs Tens.Comp. Webs Tens. Comp. recommendations. Webs are square cut except dbl diagonals or as , AD-AE 0 3 W-1 755 0 otherwise shown. A-AC 0 -41 I-V 0 -500 Truss must be installed as shown with top chord up. + cc, AC-B 0 -1499 V-L 397 0 M., 3 }3.T (= B-AB 1182 0 L-T 0 716 •� - AB-C 0-1168 M-T 0 -72 ✓t� � \ �4• C-Z 879 0 T-N 848 0 `f-�C}, Z-F 0 -843 S-O 1187 11400 f�_ ' - ita F-X 1165 0 O-R 0 -1503 rf 1:144to X-G 0 -538 P-R 0 -40 SERIAL x: H-W 0 -448 R-Q 0 -7 W00 00 01 00 00 01 4b6e5cd1 ca991c1036 Thl1 Item hat born tltRrtnitiilr`51-yaCC andu 1l 4tYManer l P.I.art in¢[, ?F.ISL.LCc.tt-01]8Z I en[tir Gtr SF.bwrt aba4C ns;nq�5�;..F authen[kaeiee czdr.. **WARNING*' READ ANDFOLLOAUnhLLlc�{11&kTfi$�}nFkd6�&� dNSa4a�nedandts."a r **IMPORTANT** FURNISH THIS DRAWING TGd L6130NTRAig-fiGRS uIiWdDiNGdChIim,INSiFaAL-LERS Trusses require extreme care in fabricating handlin shippingyie'stalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)fo'r safety practices poor to-performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appty plates to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise. kefer to " drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing,indicates .acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's rieneral notes paqe and these web sites:ALPINE:www.al ineitw.com:TPI:www.t instor:SBCA:www.sbcindust xom'ICC:www.icrsafe.or Job Number: 136DCS102 Ply:1 SEQN:622715/T27/SY42 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 2 FROM:DJH DRW: Truss Label: FT7 Wgt:44.8lbs / ... 11/10/16 f- 1'2"15 7"8-{ f" �{ 1'2"15�{ =3X8 =3X4 =3X8 A B C T 1 E D =3X10 =3X10 3'8"14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Lac R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.002 B 999 360 E 201 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.004 B 999 240 D 198 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 D - - E Min Brg Width Reg= - EXP:NA Des Ld: 55.00 Mean Height:NA ff HORZ(TL): 0.001 D - - D Min Brg Width Reg= 1.3 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Bearing D is a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.066 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.146 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.030 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -19 B-C 0 -14 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Value Set:13B(Effective 6/112013) E-D 112 ' 0 Top chard 4x2 SP#1 Bot chord 4x2 SP#1 - Webs 4x2 SP#3 - Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Lumber value set"136"uses design values approved 1/30/2013 by ALSC E-A 0 -65 B-D 0 -125 E-A 0 -22 D-C 0 -24 Hangers/Ties E-B 0 -116 C-D 0 -63 (J)Hanger Support Required,by others A-E 0 -34 C-D 0 -21 Additional Notes Webs are square y4Dt61f)i$tl cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. °+ ,r No 047162 -P STATE OF W 40 5ER(A1.►: 7f 00 00 0100 00 01 415 15e Sc 41 ca 991e 110 36 This ICemhas baGn clacsranlsatty s(^,ned'Snd Scaledby mmmu lm.rtinnr., LK.da 71 al l en the Gate shown abaa using a SMA.1 ililtlCf[ftadGn 6]dC. **WARNING— READ AND FOLLO.thUnAJ1"CbTESiakTkdaQjRA?/JA1G6y,cdands-lad *"IMPORTANT** FURNISH THIS DRAWING TadltboCON1,RAS-'EQRS uLiWOlNGGdT-4dE N&iFAL-LERS Trusses require extreme care in fabricating,handlin shippinginstalling and bracing. Refer to and follow the latest edition of SCSI(Building - Component Safety Information,by TPI and SBCA)for safety-practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e,. listing this drawing indicates acceptance of professlona engineerm9 responsibility solely for the design shown. The suigability and use of this drawing, for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or;SBCA:vA&w.sbcindus .corn•ICC:www.iccsafe.or Job Number: 136DCS102 Ply:1 SEQN:622717/T40!SY42 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FT8 Wgt:39.2 Ibs / ... 11/10/16 1'2"14 T �—6 17'14--{ =3X6 =3X4 =3X6 A B C 'v 14 3X8 =3X8 �— 3'S"12 Loading Criteria(psf) .Wind Criteria Snow Criteria(Pg,Pf in PSF) Def 1GSI Criteria- ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.002 B 999 360 E 191 - BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.003 B 999 240 D 191 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 D - - E Min Brg Width Req= - EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0:000 D - - D Min Brg Width Req= - NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES' Max TC CSI: 0.068 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.131 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.028" A-B 0 -10 B-C 0 -10 Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:NA WAVE VIEW Ver:16.01.01B.0614.20 Chords Tens.Comp. Lumber Value Set:13B(Effective 6/1/2013) E-D 101 0 Top chord 4x2 SP#1 Maximum Web Forces Pee Ply(Ibs) Bot chord 4x2 SP#1 Webs 4x2 SP#3 Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values A-E.. 0 -28 B-D 0 -116 approved 1/30/2013 by ALSC E-A 0 -77 C-D 0 -77 - E-B 0 -116 D-C 0 -28 Additional Notes Webs are square cut except dbI diagonals or as otherwise shown. Truss must be installed as shown with top chord up. �I1Ie1t$11$$s MARJZ, qkF .a•ea:.,,. o 047182. • 'C STATE OF 4U SERIAL Z: 7f00 00 0100 00 01 4b&-_5cd1 ca991cW3$ itdt item 6az Gem clectrantraify stynec and sealcc tp M.ancd N,artinc D -'F.t'l.L6c.da'77 a�I cn ItiC Eslc SF.gwn aba:c�siaq a SY.A.2 au[i�cn[icaticn cx7c.. **WARNING— READ AND FOLLO.Vk4dclk1c,{QTE.SS-QW kdl,FcFJJc�a9WJNSna�nceandsz kd —IMPORTANT** FURNISH THIS DRAWING TOvkb6CGNlRAG-,T RS4NGIjWDiNGdT-ldrngNStTAL-LERS Trusses require extreme care in fabricatin handlin ,shi pingyinstalling and bracing.•Refer-to and follow the latest edition of BCSI(Building " Coin onent Safety Information,b TPI an SBCA for sage p y y � ) f ty practices prior to performing these furictions. Installers shall provide temporary - - - bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly - attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 133,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANSI 9 PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e,, listing this drawing indicates acceptance of prof engineering responsibility solely for the design shown. The sui9abllity and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:"vmwv.al ineitw.com:TPI: www.t inst.or:SBCA:www.sbcindu"s .coin•ICC:-www.iccsafe.or Job Number: 136DCS102 Ply:1 SEQN:622727/T37/SY42 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"•OL OW Qty: 3 FROM:DJH DRW: Truss Label: FT9 Wgt:107.8 lbs / ... 11/10/16 610"4 7'10"4 7' 1"12 1611"8 5'10"4 2' V8 7'11"12 2'6" 1'8"12 2'6" 1'3" 1112X4 =4X4 =4X4 III2X4 =V4 III2X4 =4X4 III2X4 A B C D E F G H I J T 3588 V Vil K=2X4 v W=2X4 U T S R Q F, O N M L 1114X6 =5X6 -4X4 1112X6 15'11"8 Loading Criteria(psf) Wind Criteria- Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) ' TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W• TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.200 E 925 360 U 865 /- /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.319 E 582 240 L 864 /- /- /- /- /7.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.025 L - - U Min Brg Width Req= 1.3 Des Ld: 55.00 EXP:NA HORZ(TL): 0.039 L - - L Min Brg Width Req= 1.5 Mean Height:NA ft Bearin NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 gs U&L are a rigid surface. TCDL:NA psf Bearing L requires a seat late. • Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0:561 g q p Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.584 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.402 Maximum Top Chord Forces Per.Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens.-Comp. I:NA GCpi:NA Plate Type(s): A-B 1 0 F-G 0 -2400 Wind Duration:NA WAVE VIEW Ver.16.01.01 B.0614.20 B-C 0-1436 G-H 0 -2400 Lumber C-D 0 -2415 H-1 0 -1440 D-E .-0-2765 I-J 1 0 Value Set:13B(Effective 6/1/2013) E-F 0-2760 Top chord 4x2 SP#1 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"138"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC U-T 835 0 P-O 2681 0 T-R 2017 0 O-N 0 0 Plating Notes S-R 0 0 O-M 2024 0 All plates are 4X6 except as noted. R-Q 2769 0 M-L 833 0 Q-P 2765 0 - Additional Notes +2x6 continuous strongback.See detail a'4 �t161GIB i} dyr # Maximum Web Forces Per Ply(Ibs) STRBRIBR1014 for bracing and bridging �1�. ,ls �� Webs Tens.Comp. Webs Tens. Comp. ` pasos • recommendations. o,� �• a.��- r�,�� �(j ,� Webs are square cut except dbl diagonals or as � V-U 0 -7 P-F 378 -108�+�,"; �''�'.� �• �. otherwise shown. y `" ^tp A-U 0. -39 F-O 0 -382 Truss must be installed as shown with top chord up. 140 04718Z : L U_B 0 -1163 G-O' 0 -84 A* + B-T 836 0 O-H 510 0 T-C 0 -808 H-M 0 -813 C-R 613 0 M-1 .844 0 .� ' � • Y R-D 0 -978 I-L 0 -1160 " *- STAFF OF D-Q 650 0 J-L 0 -41 ' E-P 9 -154 K-W 0 -3 e� � f: O:p 1 I(4' t SERIAL#: 7(00 00 0100 00 01 4b8�eScd1 ea 991c.(03e rhls item ties,haen eiec:ranitAW s{gned and z alzdty Ma el marrmei, PE K.U..0471821 cn ttic dne shaven zba"e usieg a SHA•1 autficntiraticn code. —WARNING" READ AND FOLLOVA&4,^CbTESaklkdaQR .>✓i'ldA1Sn6pCd2ndifi ied —IMPORTANT** FURNISH THIS DRAWING TOv/hb6Cc iONIRA-&.T RSX4GLilDINGdTWrn,,NSi ALLERS Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and-position as shown above and on the Joinf Details, unless noted otherwise. {Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for'any deviation from this-drawing any failure to build-the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability, and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:wNw.al ineitw.com'TPI:www.t instor:SBCA:www.sbcindus .com'ICC:www.iccsafe.or i M Job Number: 136DCS102 Ply:1 SEQN:622729/T26/SY42 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 4 FROM:DJH DRW: Truss Label: FT10 Wgt:100.8 Ibs / ... 11/10/16 5'6"4 TV4 157'8 5'6"4 2' 811114 1-3" 1�'� { {�2 6 1 4 �2 1� 1 3 1� �2'6n 1'3" 1112X4 - 1114X4 1112X4 =3X4 1112X4 =4X4 1112X4 A B C D E F G H I J T K=2X4 s'e S=2X4 3�8 ' R Q P O N M L =4X10 =3X4 =3X6 -4X4 157'8 Loading Criteria(psi) Wind Criteria- Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:'NA PP Deflection in loc Udefl U# Lac R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.239 E 759 360 R 860 /- /- /- /- ' /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.408 E 444 240 L 845 !- /- /- /- /7.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.028 L - - R Min Brg Width Req= - EXP:NA Des Ld: 55.00 - HORZ(TL): 0.043 L - - L Min Brg Width Req= 1.5 9�Bearing L is a rigid surface. NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 -. .. TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.908 Bearing L requires a seat plate. Soffit: 0.00 BCDL:NA psf g Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.905 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.389 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) - Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 3 0 F-G 0 -2326 Wind Duration:NA WAVE VIEW Ver:16.01.0113.0614.20 B-C 0-1383 G-H 0 -2326 Lumber C-D 0-2462 H-I 0 -1400 Value Set:13B(Effective 6/1/2013) D-E 0-2480 - I-J 1 0 E-F 0-2479 Top chord 4x2 SP#1 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs)' Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC R-Q 812 0 O-N 2529 • •0 Q-P 1968 0 N-M 1970 0 Plating Notes P-O 2480 0 M-L - 813 0 All plates are 4X6 except as noted. Hangers/Ties Maximum Web Forces Per Ply(Ibs) - (J)Hanger Support Required,by others %8J11111ilddt�d Webs Tens.Comp. Webs Tens.'Comp. (J)Hanger Support Required,by others °'`� MA)# ® A-R 0 58.. .F-N ._ _ 0 -275 �i ....erws• / R-B 0-1133 G--N .._... ..0. .--75 Camber 1k~$r*'*. �1 ' ;/` �0 B-Q 7.94 0 N-H 485 0 Max JT VERT DEFL:LL:0.24"DL:0.19".See detail .• ,• w`. Q-C 0 -814 H-M. 0 DEFLCAMB1014 for camber recommendations. No 047182, e C-P 812 0 M-I 816 0 " P-D 0 -399 I-L 0 -1132 Additional Notes " E-0 70 -164 J-L 0 -41 +2x6 continuous strongback.See detail ; O-F 292 -265 K-S 0 _3 STRBRIBR1014 for bracing and bridging . recommendations. + 3 STATE. Of: ewft Webs are square cut except dbl diagonals or as 0 � otherwise shown. ✓,s' } ':'�\' Truss must be installed as shown with top chord up. �a .s" e • °" ` ON ` + � SERIAL#: f00 00 0100 00 01 4b8escdlca99lef036 nls item has been cleceranlzstiy st-yned snd amalec by Manuel Mar[lnr{ ?r vt..uc.u1 Tm2 i cn tna aatr%haven abn"n L Ang a SHA•1 autter[knticrcadc_ ' —WARNING" READ AND FOLLO.dM&Llc"C.TEuS:QNkTML%aRA JNGLgnedand—icd -IMPORTANT** FURNISH THIS DRAWING TCh.A itoWNXRA- :EGRS ltWDU4G%iT-MEtINST --LERS Trusses require extreme care in fabricating,handling,shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building ; Component Safety Information,by TPl.and SBCA)for saff Ely practices prior to performing these functions. Installers shall-provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. --- . Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/I PI 1,or for handling.shipping,.installation and bracing of trusses.A seal on this drawing or cover paqe•- listing this drawing indicates acceptance of professional engineer'mg responsibility solely for the design shown. The suifablllty and use of this yawing for'any structure is the responsibility,of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general.notes page and these web sites:ALPINE:www.al ineitw.com•TPI:www.t instor:SBCA:wmv.sbcindust .com•ICC:www.iccsafe.or Job Number: 136DCS102 Ply:1 SEQN:622745/T43/SY42 c 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 2 FROM:DJH DRW: Truss Label: FT11 Wgt:238.0 Ibs Page 1 of 2 .. / ... 11/10/16 3 '7'4 8'1"4 10'1"4i 20'3"12 29'5"12 31'S"1 8 397' i f 8'1"4 i 2' i 107'8 97' 2' 11 7'11"12 '1 3� W��„ Vj4 2'7"4 �— —i P„��„ P„„ , $ P'A Vq P„Iy �I a"q P3" 1112X4 =3X4 W=3X4 =5X10 111122X4 �� W=3X4 1112X4 =2X4 =2X4 1112X4 1112X4 1112X4 1112X4 =5X8 =5X6 1112X4 1112X4=3X4 =4X4 1112X4 AUA B C D E F G H I J KL M N 0 P Q R S TU V W X Y ZAA ' IT, + —zxa 1 =2X4 AV AW I—IAT AS AR AQ AP AO AN AM AL MAK AJ AI AH AG AF AE AD AC AB -3X6 -4X4 =4X4 =4X10 =5X8 =5X10 =4X10 =4X4 =3X6 -3X6 =4X4 W=H0308 =5X8 W=3X4 20'1"B 19'5"8 f 397„ Loading Criteria(psf) 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 Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.284 F 844 360 AT 972 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.504 F 476 240 AK 2585 /- !- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.048 B - - AB 929 /- /- /- /- /7.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.083 B - - AT Min Brg Width Req= 1.5 Mean Height:NA ft NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 AK Min Brg Width Req= 1.3 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.990 AB Min Brg Width Req= 1.5 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.933 Bearings AT,AK,&AB are a rigid surface. Bearings AT&AB require a seat plate. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.767 Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) 1:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE,HS VIEW Ver:16.01.016.0614.20 Lumber A-B 1 0 N-O 2141 0 Value Set:13B(Effective 6/1/2013) B-C 0 -1664 O-P 1083 -1089 C-D 0 -2845 P-Q 1083 -1089 Top chord 4x2 SP#1 D-E 0-2845 Q-R 527 -2314 Bot chord 4x2 SP#1 Webs 4x2 SP#3 E-F 0-3401 R-S 0 -3083 F-G 0-3410 S-T 0 -309595 Lumber value set"l313"uses design values G-H 0-3401 T-U 0 -3089 approved 1/30/2013 by ALSC H-1 175-2766 U-V 0 -3089 Plating Notes I-J 666 -1625 V-W 0 -2667 J-K 666 -1625 W-X 0 -2667 All plates are 4X6 except as noted. K-L 666 -1625 X-Y 0 -1573 Camber L-M 1352 0 Y-Z 1 0 - Max JT VERT DEFL:LL:0.28"DL:0.26".See detail �1t;'4 ra%,1111jll,l,�j,lif M-N 3419 0 xm DEFLCAMB1014 for camber recommendations. ,� » ft�,t A .�.� f Maximum Bot Chord Forces Per Ply(Ibs) Additional Notes Mp- ��'y t�'t,j >�,�' e�' Chords Tens.Comp. Chords Tens. Comp. +2x6 continuous strongback.See detail ,y� AT-AS 945 0 AK-AJ 0 -3283 STRBRIBR1014 for bracing and bridging : No 047182 AS-AR 2355 0 AJ-AI 233 -1453 recommendations. AR-AQ 3198 0 AI-AH 1838 -769 Webs are square cut except dbl diagonals or as + m AQ-AP 3410 0 AH-AG 1838 769 otherwise shown. • AP-AO 3181 0 AG-AF 2782 273 Truss must be installed as shown with top chord up. > AO-AN 3181 0 AF-AE 3095 0 STATE T OF ( AN-AM 2329 -386 AE-AD 2989 0 + " q AM-AL 820 -990 AD-AC 2223 0 d4*JW^(ti s( R l>"d.AN AL-AK 0 -2286 AC-AB 900 0 $P4ti�, Maximum Web Forces Per Ply(Ibs) f?ai,ytjjfjj Webs Tens.Comp. Webs Tens. Comp. SERIAL w: AU-AV 0 -3 AK-N 0 -994 M0 00 0100 00 01 415 6e Sc d 1l ca 99 1G E0 36 A-AT 0 -41 N-AJ 1612 0 IN.Itam has bntn eleetranitzf ys{gaad and u Wdby Maacal k<stinrq AT-B 0 -1316 AJ-O 0 -1566 PE t7L.L4[.0471821 cn the Gsrc A..awn abirrc cling o SHf.�i autl�crtiradcn code. B-AS 999 0 0-Al 1300 0 —WARNING— READ ANDFOLL0,4SUn�4}cei114kTG�ScQNnFkdkx{�2�WdLJSn4gncdare:aslcd —IMPORTANT— FURNISH THIS DRAWING TOrlYltLMNIRAG-,UGRSANGLtWDINGdlhlrn�NSif>AL-LERS Trusses require extreme care in fabricating handlingshipping installing and bracing. Refer to and follow the latest'edition of BCSI(Building Component Safety Information,by TP_I and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary ' bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly 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. defer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildinl1Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the ' truss in conformance with ANSI/TPI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover page,, listing this drawing indicates acceptance of pro esstonal engineering responstbi14 solely for the design shown. The suifabtitty and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:w,wv.al ineitw.com•TPI:www.t instor:SBCA:www.sbcindus .com;ICC:www.iccsafe.or Job Number: 136DCS102 Ply:1 SEQN:622745/T43/SY42 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 2 FROM:DJH. DRW: Truss Label: FT11 Wgt:238.0 Ibs Page 2 of 2 1'... 11/10/16 AS-C 0 -962 P-Al 0 -72 C-AR 665 0 AI-Q 0 -1143 D-AR 0 -97 Q-AG 775 0 AR-E 19 -480 AG-R 0 -798 E-AQ 500 -283 R-AF 915 • 0 AQ-F 79 -257 AF-S 0 -448 G-AP 0 -400 T-AE 128 -204 AP-H 810 0 AE-V 385 -390 H-AN 0 -696 V-AD 73 -410 AN-1 697 0 W-AD 1 -90 I-AM 0-1058 AD-X 603 0 J-AM 0 -69 X-AC 0 -903 AM-L 1199 0 AC-Y 937 0 - L-AL 0 -1499 -Y-AB 0 -1253 AL-M 1500 0 Z-AB 0 -41 M-AK 0-1647 ' AA-AW 0 -3 AK-N 0 -331 %6 tjjtI i9-F9l�tj No 047162- 10". STATE OF * V N 4ANi•T YYY .y -- SSRIAI #` 7f 00 00 Di 00 00 014b 6e 5c d1 ca 99 iC(0 38 7hlz Item fiat Eerrs clectrailastty s'(yned snri scale.ty Manecl Mirttnrr. ?F.IFL.ISC.0471821 an t tad2W abrswn ibl4a Ming a SHAM - iU[11Cn[r�[(an CSCC. **WARNING' READ AND FOLLO,�dn2Jlci{1}kbjFikSQN•iTkdL�rph219UNdF1Sa4gncdinazsslad _ **IMPORTANT** FURNISH THIS DRAWING TOirkbieG.GNIRAI -_3GR"4 hWEIINGdT-4d mgNStT LERS •. - - Trusses require extreme care in fabricating,handlin shipppingyimtalling;and bracing.•Refer to and follow the latest edition of BCSI(Building , Component Safety Information,by TP.I and'SBCA)for safety practices prior to performing these functions: Installers shall provide temporary. - -. bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom-chord shall have a properly ' attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group-Inc.shall not be responsible for any deviation-from this drawing any failure to build the truss in conformance with ANSI/I PI-1,or for handling.shippingg,installation and bracing of trusses.A seal on this prawing or cover page listing this drawing indicates acceptance of professional engineering.responsibility solely for the design shown. The suitabllity. ; and use of this yawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2._ For more information see this'ob's general notes page and these web sites:ALPINE:wa .al ineitw.com•TPI:www.t inst.or:SBCA:www.sbcindus .com'ICC:ww vJccsafe.or -' Job Number: 136DCS102 Ply:1 SEQN:622747/T41/SY42 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FT12 Wgt:67.2lbs / ... 11/10/16 78 �-1'2"8-}—1'4"�{ (TYP) A B -C D E F G H I J sya V 2X4 =2X K U L T S R Q P O N M 11'3"8 1VY8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 J 999 360 L' 108 /- /- /- /- /135 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): D.000 J 999 240 U Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 J - - Bearing U is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 J - - Bearing U requires a seat plate. NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.076 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.018 Chords Tens.Comp. Chords Tens. Camp. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.032 A-B 0 1 0 F-G 0 0 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: B-C 0 0 G-H 0 0 I:NA GCpi:NA Plate Type(s): C-D 0. 0 H-1 0 0 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 D-E 0 0 1-1 0 0 Lumber E-F 0 0' Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#1 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2SP#3 U-T 0 0 P-0 0 0 Lumber value set"1313"uses design values T-S 0 0 O-N 0 0 approved 1/30/2013 by ALSC S-R 0 0 N-M 0 0 R-Q 0 0 M-L 0 0 Bracing Q-P 0 0 Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building Maximum Web Forces Per Ply(Ibs) designer.• # # Webs Tens.Comp. Webs Tens. Comp. Fasten rated sheathing to one face of this frame. ��,! Ai�� V-U 0 -8 J-L 0 =47 Plating Notes b +Y. A-U 0 -47 L-K - 0 --8 All plates are 2X4 except as noted. '4 w CE - ;� 4 Maximum Gable Forces Per Ply(Ibs) Additional Notes a Gables Tens.Comp. Gables Tens. Comp. Webs are square cut except dbl diagonals or as otherwise shown. B-T 0 -134 F-P 0 94 C-S 0 -133 G-0 0 7139 Truss must be installed as shown with top chord up. *, :& D-R 0 -139 H-N 0 -133 STAFF OF {/ E-Q 0 -94 -I-M 0 -134 P0 + « . SERIAL* 71`00 00 01 00 00 01 4b6eSodicagg#c 036 This item has b®en clectianlcs43y z;tgnad and sealer by Maneal k7artinci, 2F.t:L.lu.p-0T3877 cn Iha Wtc zhawn abaMo cstn,�a SHx•i autTenU:atfca cads. -WARNING- READ AND FOLLO,,"&LIo9I QTFtScUkTWLFcD.FAWJNG6gncderdi"i{d -IMPORTANT- FURNISH THIS DRAWING-TCldkLL-C.GNIRA6TORSJMLiWO04GdT}dFE,4USi AL-LERS Trusses require extreme care in fabricating,handlin shipping-plestalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for saffety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details,.unless noted otherwise. ..Refer to - -- drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/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 professions engineering responsibility solely for the design shown. The suigability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com•TPI:vnvw.t insLor:SBCA:w .sbeindus .com'ICC:www.iccsafe.or Job Number: 136DCS102 Ply:1 SEQN:622736/T39/SY42 4EJB 2807-Elie"0"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FG1 Wgt:46.2lbs / ... 11/10/16 1'3"--� F3 1 F3 1'3" III2nX6 =5gX6 1112CX6=p 6 III E 6 2' I =2X4 =4X4 =3X6 H =3X6 4'2" Loading Criteria (psf) Wind Criteria - - Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TOLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.019 C 999 360 H 1674 /- /- /- /- /6.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.029 C 999 240 F 754 /- /- /- /-- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.003 F - - H Min Brg Width Req= 1.3 EXP:NA HORZ TL: 0.004 F - - F Min Br Width Re Des Ld: 55.00" Mean Height:NA ft ( ) g q NCBCLL: 10.00 TCDL: psf Code/Misc Criteria Creep Factor:1.5 Bearing H is a rigid.surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES` Max TC CSI: 0.482 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.234 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.242 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 8 0 C-D 0 -833 I:NA GCpi:NA Plate Type(s): B-C 0 -833 D-E 0 -17 Wind Duration:NA WAVE VIEW Ver:16.01:01B.0614.20 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp.- Chords Tens. Comp. Top chord 4x2 SP#1 H-G 666 0 G-F 772 0 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) 9 Webs -Tens.Comp. Webs- ' Tens. Comp. approved 1/30/2013 by ALSC I-H 5 -79 G-D 136 0 Special Loads A-H 0 -964 D-F 0 -1023 --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) H-B 0 -914 F-E 82 0 TC-From 50 plf at. •.0.13 to 50 pif at 4.17 B-G 368 0 E=F 0 -128 BC-From 5 plf at 0.00 to 5 plf at 4.17 C-G 4 -457 TC-1102 lb Conc.Load at 0.31,2.31rA� Hangers/Ties 4� sy +a:« + +p (J)Hanger Support Required,by otherse�$ � Additional Notes 82 Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as•shown with top chord up. :a 10"1: STATE °$` � SERIAL s: V 00 00 0 ao 00 01 4b 6e Sc dI ca 99100 ml'item hasEwon alceteaaits4y sayaacartd aaaiac by Mi .I Miiltinec, .. ar.l.>t-UC.1147387(en IEi.d bL zhawn ib: i,-Ingo 5H1 av[?extVaHen c,�oe **WARNING" READ ANDFOLLO,Ii4hL41cai114kjFt&ScQNIF#t16FcpRWJFJrn4rgnedandis�ed —IMPORTANT** FURNISH THIS DRAWING-TOaAIt&CaNZRA-&:5GRsSdNCultEtlDiNGdT-aFvJNStFaALLERS Trusses require extreme care in fabricating,handling shippingpiEzstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly_ attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply Oates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. )Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingq Components Group Inc.shall not be responsible for any deviation from this drawingg any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this cirawtng or cover page listing this drawing,indicates acceptance of pro)essiona� engineering responsibility solely for the design shown. The suifability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's qeneral notes page and theseweb sites:ALPINE:w .al ineitw.com:TPI:wrna.t inst.or:SBCA:www.sbcindust .cam'ICC:www.iccsafe.or Job Number: 136DCS102 Ply:1 SEQN:622742/T28/SY42 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FG2 Wgt:240.8 Ibs Page 1 of 2 / .. 11/10/16 3 7"4 8'1"4 10'1"4, 29'5"12 31'5'1 8 397' 8'1„4 2' -r 18,4"B -}- 2, 7,11"12 -I VA F� P q 2 4"8 =4X6 W=3X4 1112X6 W=3X4 =2X4 =2X4 =4X4 =3X4 =4X4 =4X6 =5X6 =6X8 ==BX10 =6X10=4X6 =3X4 =3X4 =4X4 =4X6 AXA B C D E F G H I J K L MN 0 PQ R ST U V W X Y Z AA AB AC i 4' =2X4 AY + =2X4 1 �e AVVI AV AU AT AS AR AQ AP AO f9AN AMAL AK AJ Al AH AG AF AE AD =4X4 =4X6 =3X6 =3X4 =4X4 =4X4 =4X10 =4X10 =6X12 =6X10=5X6 =4X4 =3X4 =3X6 =3X6 =4X6 =4X4 W=3X4 W=3X4 20'1"8 1915"8 39'T' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.294 W 784 360 AW839 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.459 W 501 240 AN 3307 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 AD - - AD 937 /- /- /- /- /7.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.076 AD - - AW Min Brg Width Reg= 1.5 Mean Height:NA ft AN Min Br Width Re 1.3 NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 9 q Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.937 AD Min Brg Width Reg= 1.5 P Bearings AW,AN,&AD are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.851 Bearings AW&AD require a seat plate. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.740 Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber:I: GCpi:NA Plate Type(s): Maximum Top Chord Farces Per Ply(Ibs) Winndd Duration:NA WAVE VIEW Ver:16.01.016.0614.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 1 0 O-P 4482 0 Value Set:13B(Effective 6/1/2013) C-D 0 -2292-C 0 - 384 292 P-Q 0 0 P-R 649 0 Tap chord 4x2 SP#1 D-E 0-2292 R-S 0 -1221 Bot chord 4x2 SP#1 E-F 0 -2435 S-T 0 -2393 Webs 4x2 SP#3:W24 4x2 SP#1: F-G 0-2436 T-U 0 -2393 Lumber value set"1313"uses design values G-H 0-2418 U-V 0 -3139 approved 1/30/2013 by ALSC H-I 0-1496 V-W 0 -3150 1-1 0 -372 W-X 0 -3143 Special Loads J-K 0 -372 X-Y 0 -2698 —(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) K-L 0 -372 Y-Z 0 -2698 TC-From 100 plf at 0.00 to 100 plf at 39.33 L-N 1877 0 Z-AA 0 -1589 BC-From 10 plf at -0.13 to 10 plf at 39.46 M-N 0 0 AA-AB 1 0 TC- 754 lb Conc.Load at 23.69 N-0 4482 0 Plating Notesev All plates are 2X4 except as noted, E , + r. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chards Tens. Comp. Camber z No 047182 AW-AV 805 0 AM-AL 889 -119 Max JT VERT DEFL:LL:0.29"DL:0.16".See detail * m AV-AU 1944 0 AL-AK 889 -119 DEFLCAMB1014 for camber recommendations. "* « AU-AT 2488 0 AK-AJ 1923 0 Additional Notes " AT-AS 2436 0 AJ-AI 1923 0 AS-AR 2049 0 AI-AH 2853 0 +2x6 continuous strongback.See detail ;`, :w STATE OF AR-AQ 2049 0 AH-AG 3150 0 STRBRIBR1014 for bracing and bridging At. AQ-AP 967 0 AG-AF 3009 0 recommendations. * AP-AO 0 -759 AF-AE 2246 0 Webs are square cut except dbl diagonals or as op$ ti ,.4 � 'w�' AO-AN 0-2994 AE-AD 908 0 otherwise shown. Truss must be installed as shown with top chord up. oe-4-4�&/()11* AN-AM 0 -2368 � +�� tlt SERML 9: Maximum Web Forces Per Ply(Ibs) 70000 00 0100 00 01 4b 6e Sc d 1 ca 0 1c tU 06 Webs Tens.Comp. Webs Tens. Comp. This item hastster.eteaznnt"Wsisacd and scaled Fry ManL ik7artinez, AX_AY 0 -2 AN-P 0 -2870 Pr.(FL.M.0471821 to the Eat,slAawn aba using a 5HA•7 autrscrtr:aticncade- A-AW 0 -42 P-AM 2391 0 —WARNING— READ AND FOLLO-UiU&LLosS aTES akTsk b%D.li AWJNGLiFteand sated —IMPORTANT— FURNISH THIS DRAWING TCIAL16C-,lNIRRGx3tugPPSdNGLtWDiNGdT-HEIQIStTAt LERS Trusses require extreme care in fabricating,handling shippingyim3talling and bracing. Refer to and follow the-latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary- bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord-sha11 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 to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page-. listing this drawing indicates acceptance of pro)ession . engineering responsibility solely for the design shown. The sui ability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these.web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.or:SBCA:wwa.sbcindus .com:ICC:www.iccsafe.or Job Number: 136DCS102 Ply:1 SEQN:622742/T28/SY42 4EJB 2807-Elie"D"OL OW/DR'Horton/4EJB 2807-Elie"D"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FG2 Wgt:240.8 Ibs Page 2 of 2 / ... 11/1 D/16 AW-B 0-1121 AM-R 0 -2257 B-AV 805 0 R-AL 0 -50 AV-C 0 -780 R-AK 811 0 C-AU 473 0 AK-S 0 -976 D-AU 0 -76 S-Al 655 0 AU-E 0 -266 AI-U 0 -639 E-AT 47 -72 U-AH 398 0 AT-F 16 -16 AH-V 0 -223 G-AS 0 -348 W-AG 39 -133 AS-H 594 0 AG-X 184 -6 H-AQ 0 -769 X-AF 0 -423 AQ-1 736 0 Y-AF 0 -91 I-AP 0-1102 AF-Z 614 0 K'-AP 0 -56 -Z-AE 0 -914 AP-L 1243 0 AE-AA 948 0 L-AO' 0 -1555 AA-AD 0 -1264 AO-N 1554 0 AB-AD 0 -42 N-AN 0 -2019 AC-AZ 0 -2 O-AN 74 0 - �til1Y1611d3t�r�j� - 14 No 0 47.18 2 g «� � =ccZ ( N• ��+�/� � 45:a•yP }O4�� SERIAL z: - 7f 00 00 01 00 00 01 4b 6e$c d t ca 99 Yc(0 3•B This Item fiat teen ticaranl;stiy mped,•and sealed t:y mn-el Martine;, ' 2i:1:L.i.tc.7a'J]ffit Cn tht[ste:pawn abaue L.Yny a 5HA.3 a.�:thcrtd:atian code., -WARNING** READ ANDFOLLOlAIn/1LlcyI114kT�Sk�£ln�{d�pJ�U1t1j1G4ssneeanduacd —IMPORTANT** FURNISH THIS DRAWING TOALt6C-ONZRA-gTpRS4N£u}ddDiNGdT-Hfn�NSttTA LERS. Trusses require extreme care in fabricating,handlin shipping,.imtalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI-an SBCA)fo'r-safety practices prior to performing these functions: Installers shall provide temporary --_ - bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or g10 erl as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not-be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 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}esstonag 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 lob's g.eneral notes page and these web sites:ALPINE:www.al ineitw.com'TPI:v w .t instor:SBCA:ww .sbcindus .com'ICC:www.iccsafe.or - s M Job Number: 136DCS102 Ply:3 SEQN:677436/T38/MONO 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FTG1 Wgt:98.0 Ibs / ... '11/1.0/16 2'8"12 518"8 7'10"4 10'4"5 12'10"11 15'6"8 15'11"8 2'8"12 2'11"12 2111112 216"1 216115 27'13 5" =4X10 =4X6 1112X4 =3X4 =3X10 A III2X4 B C D E F =3X10G T N 3X10 M L K I=4X10 H =4X6 III3X4 =3X4 =3X10 1113X4 2'8"12 2'8"8 2'1"12 2'9"5 27'13 2'6"5 �5„ 3'1"12 5'10"4 8' 1019"5 13'5"3 115'11"8 5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria- ♦Maximum Reactions(Ibs) TCLL^ 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Lac R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.276 K '694 240 N 3444 /- /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.431 K 444 180 H 3352 /- /- /- /- /7.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.038 A - - N Min Brg Width Reg= 1.5 Des Ld: 55.00 - EXP:NA HORZ(TL): 0.059 A - - H Min Brg Width Reg= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 Bearings N&H are a rigid surface. TCDL:NA psf Bearing re Soffit: 0.00 BCDL:NA psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.466' 9 H requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.511 Spacing:24.0" - C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.799 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B '0 -22 D-E 0 -4747 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.19 B-C 0 -3092 E-F 0 -4386 Lumber Additional Notes C-D 0-4744 F-G 0 -2686 Value Set:13B.(Effective 6/1/2013) Truss must be installed as shown with top chord up. Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP M-26 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W11 2x4 SP#1: N-M 2811 0 K-J' 4442 0 Lumber value set"'I3B"uses design values M-L 4668 0 , J-1 2882, ' 0 approved 1/30/2013 by ALSC L-K 4744 0 I-H 16 0 Nailnote Maximum Web Forces Per Ply(Ibs) Nail Schedule:0:128"x3",min.nails Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. • Bot Chord:1 Row @ 3.25"o.c. A-N 0 -45 K-E 389 0 >11 �ft¢ Webs :1 Row @ 4"o.c. � N-B 0 -2942 E-J 0' -191 Repeat nailing as each layer is applied.Use equal �ab1k.. B-M- 983 0 J-F- ' 1623 0 spacing between rows and stagger nails in each row. �"�„ sa a�,re,'I sae �q•;"+! ( M-C o-1683 F-I 0 -s76 to avoid splitting. ,'#! ys�� V �s• �° C-L 523 0 I-G _ 2838 0 • D-K 29 0 G-H 0 -1003 Special Loads ; s - -(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) - TC-From 50 plf at 0.00 to 50 plf at 15.96 0. 3• s BC-From 5 plf at 0.00 to 5 plf at 15.96 . BC- 845 lb Conc.Load at 1.85,3.85,5.85,7.85 • 9.85,11.85,13.85 -.A-P • STAFF OF. Purlins 40 0 . 4. A- � b The TC of this truss shall be braced with attached f s iy �` `� ,� spans at 24"oc in lieu of structural sheathing. 4r. sus:essss° >t Camber 0$ek* � N Max JT VERT DEFL:LL:0.28"DL:0.16".See detail AL SER(AL s DEFL for camber recommendations. V000001000001 4b'6eScd1ea991cf036 Providee for far adequate uate drainage of roof. ' this item has hnenekcvanlcstty stoned one ualnd by Maru:cl Martins, 7F.[R..1.k.047162t M Itia Late Shawn aboQn W%Ing a SHA•7 wthert6aticn codm —WARNING" READ,AND FOLLO,"AL1cAQTESdQNn1.WL DJ?AWJNG Lp.d and seakd "IMPORTANT— FURNISH THIS DRAWING TO�,ALltoGGNaZRA&-UGR64NCLtWDU4 od-"rn�JNSsiFdAL-LERS Trusses require extreme care in fabricating,handlingshippingyinstalling and bracing. Refer.to and follow the latest edition of BCSI.(Building Component Safety Information,by TPI and SBCA) r safiety practices-prior to performing these functions. Installers shall provide temporary bracing per BCS]..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord-shalI have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. )Refer to=. drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the - - truss in conformance with ANSI[TPI 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 prOTessiona4 engineering responsibility solely for the design shown. The suifabllity and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's iteneral notes page and these web sites:ALPINE:wawr.al ineitw.com:TPI:w.nwa.l inst.or,SBCA:v .sbcindust .com•ICC:v w .iccsafe.or Job Number: 136DCS102 Ply:2 SEQN:677438/T45/FLAT 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FTG2 Wgt:47.6 Ibs / ... 11/10/16 2'4"11 5'0"5 7'5" 17-19" 2'4"11 2'711 2'4"11 5" IWX4 =3XB10 =3CX4 =3X10p Fi =3X4 =4X10 E 5X6 1113X4 2'9"11 2'711 2'4"11 2'9"11 5'5"5 7'10" Loading Criteria-(psf) Wind Criteria - Snow Criteria.jPg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL- /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.054 G 999 240 H 2463 /- /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.085 G 999 180 E 2953 /- /- /- /- /6.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.013 E - - H Min Brg Width Reg= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.021 E E Min Brg Width Req= 1.7 Mean Height:NA ft Bearings NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 H&E are a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.720 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.631 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.642 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: A-B 0 -27 C-D 0 -2187 I:NA GCpi:NA Plate Type(s): B-C 0-2335 Wind Duration:NA . WAVE VIEW Ver:16.01.01B.0614.19 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#1 H-G 2327 0 F-E 27 0 Bot chord 2x4 SP#1 G-F 2443 0 Webs 2x4 SP#3:W6 2x4 SP#1: Lumber value set"1313"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Nailnote A-H 0 -250 C-F 0 948 Nail Schedule:0.1 28"x3",min.nails H-B 0-2490 F-.D 2338 ' 0 Top Chord:1 Row @ 1.75"o.c. B-G 43 0 D E 0 -1447 Bot Chord:1 Row @12.00"o.c. G-C 2 -119 Webs :1 Row @ 4"o.c. 4y�y16{l� lp�� Use equal spacing between rows and stagger nails A�¢� " r in each row to avoid splitting. +¢ '" .•.:>.my. �t Special Loads �G 1�•' ap_ —(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) g . �£l047182 o• TC-From 50 plf at 0.00 to 50 plf at 7.83 BC-From 5 plf at 0.00 to 5 plf at 7.83 w � TC- 201 lb Conc.Load at 1.02,3.02 s g- TC-1098 lb Conc.Load at 1.48,3.48,5.48,7.48 TC- 191 lb Conc.Load at 5.02 STATE Purlins ( *, • - The TC of this truss shall be braced with attached .� l spans at 24"oc in lieu of structural sheathing. ¢ «'"�.e „.•`` % Additional Notes �41 � ° %0 Truss must be installed as shown with top chord up. .tt 4 z k {tl • SERIAL 9: ?f 00 00 Of 00 00 0141b 6e 5c d 1 ca 99.1c f0 36 inlz item has Eecrs clecuanitatly st-yned and zc]IeC ty!A]nuel N,]r"ner. ?F 1.1.Eee,LId718:}en lrr Bate zAawn]brace es3ng a SHh7 ' a:;[hertkaEien rude_ "WARNING** READ AND FOLLOY,1 AticUCLTFr•SJUkIkd6aDJI?AWJ G.Lignceandssslee **IMPORTANT** FURNISH THIS DRAWING-TG.ALttek'it bffRA-&:EQRS;iNCbWDiNGdZMaFn4N6iFaALLERS Trusses require extreme care in fabricating,handlin shippping:pinstalling and bracing. Refer to and follow the latest edition of BCSI.(Building Component Safety Information,by TPI an SBCA)fo'r safety.practices prior to performing these functions. Installers shall provide Temporarryy bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections.B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. -- Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the. - truss in conformance with ANSI Q PI.1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page-, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The sui9ability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.. For more information see this'ob's general notes page and these web sites:ALPINE:w .al ineitw.com-TPI:www.t inst.or:SBCA:ewnv.sbcindus .com•ICC:wvJccsafe.or 4 � Job Number: 136DCS102 Ply:2 SEQN:677440/T51/FLAT 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FTG3 Wgt:28.0 Ibs 2'0"4 4'4" 2'0"4 2'3"1 2 WX4 =3gX4 =4X4C 88 F E D =4X4 =3X4 III2 4 2'31 2 2'0"4 2'3"12 414" Loading Criteria(psf)- Wind Criteria- Snow Criteria(Pg,Pf in PSF) -Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 46.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.010 B 999 240 F 1441 /- /- /- /- /6.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.016 B 999 180 D 1193 /- /- /- /- /6.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 A - F Min Big Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.003 A - - D Min Big Width Req= 1.5 Bearings Mean Height:NA ft NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5F 8 D are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.562 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.274 Maximum Top Chord Forces Per Ply(Ibs) P Spacing:24.0 C&C Dist a:NA ft Re Factors Used:Yes Max Web CSI: 0.409 Chords Tens.Comp. Chords Tens. Camp. " Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: A-B 0 -14 B-C 0 -778 I:NA GCpi:NA Plate Type(s): Wind Duration:NA I WAVE VIEW Ver:16.01.01 B.0614.19 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) F_ -E 897 0 - E-D 14 _0 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 _Maximum Web Forces Per Ply(Ibs) Lumber value set"138"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A-F 0 -244 E-C 859 0 F-B 0 -994 C-D 0 -573 Nailnote B-E 6 -444 Nail Schedule:0.1 28"x3",min.nails Top Chord:1 Row @ 2.00"o.c. Bot Chord:1.Row @12.00"o.c. � Webs :1 Row @ 4"o.c. y1 �� Use equal spacing between rows and stagger nailsin each row to avoid splitting. w E N 'b Special Loads —(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 50 plf at .0.00 to 50 plf at 4.33 �', No 047182 BC-From 5 plf at 0.00 to 5 plf at 4.33 TC-1102 lb Conc.Load at 0.98,2.98 TC- 191 lb Conc.Load at 1.52 " _ e Purlins ':1� STATE OF aft The TC of this truss shall be braced with attached 0 >�i : 4 spans at 24"oc in lieu of structural sheathing. 'f a.� N �� Additional Notes �� Truss must be installed as shown with top chord up. xy. �t1<� 9 SERIAL#: 7f 00 00 0100 00 01 4b 8e So d1 ca 99 to tD 36 This ttan flat been akectronicsl}Agnad meu lad by rnaneel taartinet• FF.[FL.UI 0471821 en tea Lute thawn aboQr Lang a SHA•7 - - au tf,er,[ira[ten ca_ —WARNING*' READ AND FOLLO,1MAL1e$AaTFLS QLkTAzIb DJRArW.INGLgned and ssaicd "IMPORTANT" FURNISH THIS DRAWING TQdhLIioGGNZPAfita---fiOR o"LiWJ31NGdl-HEANSttTA LERS Trusses-require extreme care.in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior.to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigld ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or p10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. )Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Grotip Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/rPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pagge listing this drawing indicates acceptance of pro)essiona� engineering responsibility solely for the design shown. The suiTability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes paqe and these web sites:ALPINE:w .al ineitw.com'TPI:vnnw.t insLor:SBCA:wwv.sbcindus .com•ICC:wx .iccsafe.or ©Boise Cascade Triple 1-3/4"�x 16"-VERSA-LAMO 2.0 3100 SP Floor Beam1BM1 Dry 2 spans No cantilevers 0/12 slope November 10, 2016 10:08:42 BC CALC®Design Report Build 5613 File Name: 136DCS102-Beams&Joist.bcc Job Name: 4EJB 2807-Elle"D" Description: Designs\BM1 Address: Lot 102 Creekside 136DCS102 Specifier: City, State,Zip: , FL Designer: Gary Morse Customer: DR Horton Company: Raney Components, LLC. Code reports: ESR-1040 Misc: v I .' Paz. .cE-,. ,� 3 20-02-00 07-10-00 BO 131 62 Total Horizontal Product Length=•28-00-00 Reaction Summary (Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,657/29 1,720/0 B1, 3-1/2" 5,685/0 "4,891 /0 B2, 3-1/2" 1,074/1,265 :O1200 Live Dead Snow Wind Roof-Live Trib. Load Summary _ Tag Description Load Type Ref: Stan. End 100% 90% 115% .160% 125%_. I Standard Load Urif.Area(lb/ft^2) L 00-00-00 28-00-00 40 15 01-00-00 2 Wall _ Unf.-Lin. (lb/ft) L 00-00-00 28-00-00 0 110 n/a 3 Corner Jacks- - Trapezoidal (lb/ft) L 00-00-00 - 0 0 n/a 07-00-00 245 91 n/a 4 , End Jacks Unf. Lin. (lb/ft) L 07-00-00 �28-00-00 245 91 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 16,222 ft-lbs 28.9% 100% 2 08-07-12 Neg. Moment 19,076 ft-lbs 34% .100% 1 20-02-00 End Shear 3,068 lbs 19.2%- 100% _2, 01-07-08 - - Cont. Shear 5,292 lbs 33.2%- - 100% 1 18-08-04 Total Load Defl. L/874 (0.274") 27.5% n/a 2 09-04-08 trf116tiAf Live Load Defl. L/1,616 (0.148") 29.7% n/a 5 09-04-08 ;% A �1p Total Neg. Defl- L/999 (-0.028") n/a n/a 2 _ 23-03-04E IV `O , �x""`•.. 1 , ems• Max Defl. 0.274" 36.5%- n/a-. 2 09-04-08 Span/Depth 15 n/a n/a 0 00-00-00No 047162 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material r BO Post 3-1/2"x 3-1/2" 3,377 Ibs. - n/a 368% Unspecified 41 B1 Wall/Plate 3-1/2"x 5-1/4" 10,575 lbs n/a 76.7% Unspecified ` -OFa B2 Wall/Plate 3-1/2"x 5-1/4" 874 lbs -,n/a-- 6.-3% Unspecified 4�`All .. + - \ :- .•• Cautions - � �,..-_' Uplift of-1,465 lbs found at span 2-Right. 1te � _Member is not fully supported at post BO. A connector is-required at this bearing. SERIAL" 7f 00 00 0160 00.014b 8e Sc tit ca 99 is t0 36 Thit,lum hastfed clear mluy3tj-s�;necsnd zcalnc by Mawel Martlrics Notes _- - - �F(;L.Lic.tl4F1671 an Lite eat—heevrnabova c:angnSNA=: . _ ._ — �. - _- _ - ... -- ,.. -• - authent`,eatian cads '.�.. .^ " ...._ _ .. Printcuccplezof thtz eccument uenet'ceneitc rd"¢ne¢;and zeakd ' - • -' - -_ - -' -- and tfe S=:a*2 aut6entkatlen code mist he venf)<d cry am/electrnnit Page 1 of 2 a � ©Boise cascade Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam1BM1 Dry 2 spans I No cantilevers 1 0/12 slope November 10, 2016 10:08:42 BC CALCO Design Report Build 5613 File Name: 136DCS102-Beams&Joist.bcc _ Job Name: 4EJB 2807-Elie"D" Description: Designs\BM1 Address: Lot 102 Creekside 136DCS102 Specifier: City, State,Zip: , FL Designer: Gary Morse Customer: DR Horton Company: Raney Components, LLC. Code reports: ESR-1040 Misc: Design meets Code minimum (L/240)Total load deflection criteria. Disclosure Design meets User specified (L/480) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(0.75") Maximum total load deflection criteria. be verified by anyone who would rely on Calculations assume member is fully braced. output as evidence of suitability for particular application.Output here based Design based on Dry Service Condition. on building code-accepted design • ' properties and analysis methods. Connection Diagram Installation of Boise Cascade engineered b d wood products must be in accordance with t — current Installation Guide and applicable a building codes.To obtain Installation Guide • • • or ask questions,please call °T ° (800)232-0788,before installation. c i • • BC CALCO,BC FRAMER@,AJST" e - . ° o ° ALLJOISTO,BC RIM BOARDT" BCIO, BOISE GLULAMT"t,SIMPLE FRAMING SYSTEM@,VERSA-LAM@),VERSA-RIM PLUS@,VERSA-RIM@, a minimum=2" c= 11" VERSA-STRANDO,VERSA-STUD@ are b minimum=3" d=24" trademarks of Boise Cascade Wood Products L.L.C. e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails `E �a, .• t 047162 .� Y Y iiATE 0 i V.. 4rta91F+.(4Ss � t; ON AX� . SERIAL fif0000Ot0000014bBe Sr-+lca90Ici036 This It..has been Mutrenirat}y siy^ned and sealed by PA.wel Martinncr "E(e L.lic.P471821 m the t5atc th6wn abaft minga 5HA-1 - . - authan[statinn code. Print.6 copies of this d—ent are not cnntid—d sfgnad and staled and the SFiA•3 authentkation coin tnrst be verft-d W any electranic Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ori 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 ❑ri 140,mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4•'L' Brace x (1) 2x4 'L' Brace x win(2) 2x4 'L' Brace x (1) 2x6 'L' Brace w (2) 2x6 'L' Brace x Bracing Group Species and Grades) Gable Vertical No pacing' Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Ai S #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7- 12' 2' 12' 8' 14' 0' 14' 0' S ruce-Pi me-Fir Hem-Fir -}� SI� a1 / a2 Standard #2 Stud Il�- #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' a3 Stud a3 Standard O u r Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' �Ir Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' ill 1' 14' 0' 14' 0' Dou las Fir-Larch Southern Plnew.■ #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 1 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 1 14' 0' a3 93 #2 3' 10' 6' 7', 6' 10' 7' 9' 8' 11. 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' Stud Stud Stondard Standard d 73 D L #3 3' 9' 5' 3- 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' ill 8' 14' 0' 14' 0' Stud 3' 9' 5l 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' it, 8' 14' 0' 14' 0' Standard 3' 6' 4'• 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' Group BI U #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' Ill 0 13' 11' 14' 0' 14' 0' 14' 0' Hem-Fir _ SPF • . #3 4' 2' 7' V 7' 9' 8' 9' 9' 1' 10' S' IO' 10' 13' 9' 14' 0' 14' 0' 14' 0' 1 hI 6 Btr U u Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' al 01 O �l Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10' 10, 12' 8' 13' 7' 14' 0' 14' 0' Dou las Flr-Larch Southern Plnec.w \ 41 4' 7' 7' 7- 7' 11' 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' al aI / S P #2 4' 5' 7' 6' 7' 9' 8' 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' 11' 1 13' 4' 14' 0' 14' 0' 14' 0' lx4 Braces shall be SRB (Stress-Rated Board). D�L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' x.For Ix4 So. Pine use only Industrial 55 or Standard 4' 2' 5' 8- 6' 0' 7' 6' 8' 0' 10' 2' 10' 10' ill 10' 12' 7' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' I0' 2' 10, 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' values ma be used with these rades. d S P P #3 4' 7' 8' 2' 8' 5' 9' 8' 1 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: L3 U H OI� Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 75 plf over X #1_ 5' l' 8' 5' 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psF TC Dead Load), d S P #2 4' 10' 8' 3- 8' 7' 9' 9' 10, 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers O 03 4' 9' 7' 4' 7' 10' 9' S. 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' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6- 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 1 13' 7' 1 14' 0- 14' 0' 14' 0' • Symm r� Attach 'L' braces with loci (0,128'x3.0' min) nails. About: ' able Truss � 31E For (1) 'L' brace, space malls at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace optlon� )K)Wor (2) 'L' braces, space nails at 3' o.c. T In 18' end zones and 6' o.c. between zones. vertical length may be I doubled when diagonal 18' A 'L' bracing must be a minimum of 80% of web brace Is used. Connect L I member length, diagonal brace for 600a 'L� -I}- Gable Vertical Plate Sizes at each end, Max web K45* Bracetotal length Is 14', Vertical Len th No S lice 2x6 DF-L a2 or Less than 4' 0' 3better diagonal r Greater than 4' 0', butVertical length shown brace! single 18, less than 11' 6' or double cutGreater than IS' 6'In table above, (as shown) at L 1 ♦ Refer to common truss deslgri For' upper end. peak, splice, and heel plates, : ontlnuous Bearing iiii 11111 11T�. Refer to the Building Designer for conditions Connect diagonal at nit\ f�fyy nth. I ' not addressed by this detail, i midpoint of vertical web. Refer to chart above for #e1� �: {� 1�;,. g oVARNINGI—READ AND FDLLGV ALL HGTES QI THIS DRAVNIGI REF' ASCE7-10—GAB16015 ..IMPORTANT..FURNISH THIS CRAVING TD ALL CGHTRACTORS INCLUDING THE 06TALLERS. ``Q- �G��,t �L�(i�': Trusses require extreme care In Fabricating,hane ing,.shipping,Installing and bracing, Referc to and �`� `� Follow the latest edition of HCSI(Bu0.rBmg Component Safety Information,by TPI and SBCA)for'.safety r.1 / 7� DATE 10/01/14' practices prior to performing these functions. Installers shall _ .N' p per 0 provide temporary bracing per#CS herd �c Unless noted merry a top chord shall have properly attached structural sheathing and bottom chord = * DRWG A16015ENC1010,14 t shall haven acing 1,attached rigid selling. Locations shorn for permanent lateral restraint of aces _ j `f d ��� 1 shall have erasing ion ass per BCSI sections th H7 or nBID,et as applicably. Apply plates to each face' r± lice` of truss and position -Z shorn above and on the joint Detnlls,unless noted otherwise. / t'yf Tt or- Refer to tlrnrings 160A-Z for standard plate posltbns. p `f 'r•, 1 Al'pine, division of ITV Bullding Components Group Inc.shall of be sponsibte for y deviation from y�. AN rTWODMPANY tuts drawing,on Failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, �� id �` Instaeation bracing of trusses. � f +{,,.�i MAX. TAT, LD. 60 PSF A seal this drawing or cover page listing this dr..Ing,Indicates acceptance of prof...I �` rg:ne—ing responsibility solely far the design ham. The suitabillty d use of this drawing �i,• a� \ 13369 Lakefront Drive for any structure Is the—sponsibllty of the Building Designer per ANSI/TPI I Sect /� Earth City,M063046 Fr more Information see this Job's general notes page and these web sites, AA,na9,nn.,„IAAAAA MAX. SPACING 24,0` `ALPINE,r w.alpineltw.comi TP11 rww,tpinst.orgi SBCA,w w..b.1md..t,y. q,[CO www,Iccs.F..org x w� e A Gable .Stud Reinforcement. Detail ASCE 7-101. 160 mph Wind Speed, 30' Mean Height, Enclosed,--'Exposure C, Kzt = 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = L00 2x4 Brace (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace x (2) 2x6 'L' Brace x Bracing Group Species and Grades) Gable Vertical No pacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group AI S S ruce-Plne-Fir Hem-Flr, <- Sn r #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' B' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' al / a2 standard #2 stud f f�#3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' B' B. 9' L' 11' 3' .11, 11' 13' 7' 14' 0'. a3 Stud a3 Standard O �Iu r Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' B' 9' L' 11' 2' 11' 11' 13' 7' 14' 0' f Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' ill 9' B' 10' 4' 13' 1' 14' 0' Dou Ins Fir-Larch Southern Plnexxx #1 3' 10' 1 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 1 9' 3' I1' 9' 12' 2' 13' 11' 14' 0' #3 43 J S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' Stud Stud q3 3' 7' 4' 10' S' 2' 6' S' 6' 11' 8' 9' 9' 1' 10' 1' IO' 10' 13' B' 14' 0' Standard I Standard ou D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10' 10' 13' 8' 14, 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' B' 3' 8' 11' 9' 7' 12' 2' 13' 0' Group BI U_ o III / 02 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13, 9' 14' 0' 14' 0' Hem-Fir _ S f F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' RI 4 Btr <_f u C Stud 4' 0' 6' 7' 7' 0' 8' 4' B' 0' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' a] 0.) O I�I Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12' 8' 14' 0' 14 0' Dou Ins Flr-Larch Southern Plnexmm #1 4' 5' 7' 3' 7' 6' 1 8' 7' 8' Ill 10' 2' 10' 7' 13' 5' 13, II' 14' 0' 14' 0' i #1 S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' 1 #2 #3 4' V 5' 11' 6' 4' 7' II' 8' 5' 10, 0' 10, 5' 12' 5' 1 13' 3' 14' 0' 14'U' lx4 Braces shall be SRB (Stress-Rated Board). QJ Stud 4' V 5' 11' 6' 4' 7' I1' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0'.—I L x=For ]x4 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' B' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' values maybe used with these rndes. d SPrr #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detoil Notes: u' U [_J� Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. O I I Standard 4' S' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' Provide uplift connections for 135 plf over X #1 4' 10' B' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 1 14' 0' 14' 0' 14' 0' 14' V continuous bearing (5 psf TC Dead,Lood), d S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14, 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. CNA D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 1 14' 0' 1 14' 0' Standard 4' 5' 6' 1' 1 6' 5' 8' 1' 1 8' 7' 10, 11' 1 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' Symm Attach 'L' braces with 10d (0.128'x3,0' min) nails, About) able Truss )I( For <1) 'L' brace- space malls at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace option, )I()KFor (2) 'L' braces- space nails at 3' o.c. vertical length may be T In 18' end zones and 6' o.c. between zones, doubled when diagonal 18, X 'L' bracing must be a minimum of 80% of web brace Is used. Connect L I member length, diagonal brace for G90# I -fl- at each end. Max web Brace Gable Vertical Plate Sizes total length Is 14'. )IE)IE Vertical Len th No Splice 2x6 DF-L 02 or Less than 4' 0' 2I(4 I better diagonal r + Greater than 4' 0', but 47(4 Vertical Length shown brace) single 18, less than In table above, or double cut X ,� 45' Cas shown) at + Refer to common truss design for upper end. LIC) peak, splice, and heel plates. ontlnuous Benring Refer to the Building Designer for conditions Connect diagonal at `1111111iI11 f,) not addressed by this detall. midpoint of vertical web. Refer to chart above for max gm9le r1Yt8 y length. -WARN READ AND FOLLOW ALL NOTES a THIS DRAVINGI u e/� ' . P THI ORTANTww FURNISH S DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. %� REF ASCE7-10-GAB16030 IN Trusses require extrene care In fabricating,handling,shipping,Installing and bracing. Refer toad Folio.the latest edition of BCSI(9uading Component Safety Information,by TPI and SBCA)for safety ` ` DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. V f Unless noted other.lse,top chord shall have properly attached structural sheathing and bottom chord No DRWG A16030ENC101014 shall have a properly attached rigid ceiling, Locations shorn for permanent lateral restraint of rebs FI �� Shall have and position ionlm.t.K.dss per BCSI sections on the J or BIO,as applicable. Aply plates to each fare Q III III(] of truss to and drawings 1 0 as shorn above and to Lino Joint Detalc,unless noted otherwise. Refer to draision f IT for standard pints positions. /[//TE F Alpine, division of[TV Building Components Group Inc.shall of be responsible or for any deviation from _ J+T I AN fTWCOMPANY this drawing,any failure to build the truss In conformance with ANS[/TP[1,ar for handing,shipping, MAX, TOT, LD, 60 PSF Inst s..k oo L his dng of trucove �� A seal on this d.-nring o-cover page listing this drawing,Indicates acceptance of professional � � n nglneering responsibility solely for the design shown. The suitability and use of this drarhg n for any structure Is the responslbNty of the Building Designer per ANSI/TPI I Sect. �d :1s ` � 13389 Lakefront Drivey a� Earth City,MO 63045 For more Information see this Job's general notes page and these web sites' /bff N^''p` �A\ ALPINE,www,alptnNtw.comi TPIi wew,tpinct.orgi SBCA,wrwsbdndustry.orgi ICC,wwwlccsafearg ,/(y Itl A F tl�t.'•- MAX, SPACING 24,0' Gable Detail r6r Let—in Verticals Gable Truss; Plate Sizes Sy^' } Refer to opproprinte,Alpine gable.detnll for . About ' minimum plate sizes for vertical studs. - t DRefer to Engineered truss.design for peak, splice, web, and•heel plates. ®If gable verticnl plates overtop, use a ' t' single plate that covers the total area of - the overlapped plates to span the web. vertllcal } 2X4 . + Ltngth Exnmplen y 2X4 *- 2 'T' Reinforcement Attachment Detail . 'T' Relnforcing 'T' RelnForcing�' * Member Member + } Toe-null - dr - End-nalt } } To convert from 'L' to 'T' reinforcing members, multiply.'T' Increase by Length (based on •" ' Provide connections for uplift specified on the engineered truss design.- appropriate Alpine gable detnll), Attach each 'T' reinforcing member with ' End Driven Nails- Maximum allowable 'T' reinforced gable vertical Iod Common (0.148'x 3,',riln) Nails at 4' o,c, plus length Is 14' from top to bottom chord. •" (4) nails In the top and bottom chords. 'T' reinforcing member material must match size, .� Rigid Sheathing Toenalled NaiLsl - specie, and grade of the 'L' reinforcing member.. l 10d Common (0,148'x3',min) ToenalLs at 4' o,c, plus eb Length Increase W� "Te Brace 4 Nall (4) toenails In the top and bottom chords. 'T' Relnf, 'T' i .T. This detail to be used with the appropriate Alpine gable detail for ASCE. Mbr, Size ,Increase+ Reinforcing wind load, „ Member 2x4 30 - ASCE 7-05 Gable Detail Drawings Examplen 2x6 20 % t A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wlhd Speed =-120 mph Goble Notts - A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 Ft, Kzt = 1,00 ' Truss 11 Spaced At ASCE 7-10 Gable Detail Drawings Gabte Vertical = 24'o,c. SP B3 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,• 'T' Reinforcing Member Size = 2x4 A18015ENCI0I014, A20015ENC101014, A20015END101014, A20015PED1010141 'T' Brace Increase (From Above) 307 = 1.30 ' All536ENC101014,.A12030ENCIOI014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7'- .A18030ENtI01014, A20030ENC101014, A20030END101014, A2003OPEDIOLO14 Maximum 'T' Reinforced Goble Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. , A�4:NE.,LL Calling I I 7uVARNINGiww READ AND FOLLOW ALL NOTES 13N THIS BRAVING] ptl Q'�4 REF, LET—IN VERT WHPORTANT ON FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDIING THE INSTALLERS, ��t �� lViaA T.'���+ Trusses,require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and \ W`if f;f' •' follow the latest edition of HCSI(Buadlrg Component Safety Information,by TPI and SECA)for safety DATE 10/01/14 + practices prior to performing these functions. Installers small provide tvnpnrary bradng par HLSL `��� '�C•�t'V-g/,:, .,(\ Unless noted otherwise,top chord shatt have properly attached structurol sheattdng and bottom chord '`J DRWG GBLLETIN1014 chop have properly attached rigid ce6ing. Locntlons sham far permanent lateral estrnlnt of webs d�LR I� shall have braGnO Installetl per HCSI sections B3,H7 HIg,ac applkable. Apply pintas Co each face IILf�.� of truss and posltion as shorn above and on the Joint Detaks,unless noted otherwise. ✓ Refer to drawings 16OA-Z for standard plate positions. • % r - Alpine, d,,[on of ITV Building Components Group Inc shall not be responsible for ony devlutlon from - Ae - AN rrwcomPANY this drawing,any fanare to bAtd the truss in conformance with ANSI/TPI , I/TPI 1,ar for handling,shipping, — ST/QTG OF t X. TOT, LD, 60 PSF hstallatlon 6 bracing f truss . A seal on this drawl ng'or cover page Usti ng this drawing,h,i ance cates accept of professional � ngt,eering sponsblu s ty piety for the design shown. The suitabUty and use of this drawing :9v � � (j /v'BUR, FAC, ' ANY for any structure Is theresponsblllty of the Building Designer per ANSI/TPI I Sect. ( , f.\V Earth City,M063046 For more Information see this Job's general notes page and these eeb'sltesn �/�(` 1�}� MAX„ SPACING 24,0" ALPINE,www.alpinaitw.coni TPI,www.tpinst.orgi SBCA,www.sbcindustry.org)ICC,wwwlccsofe.org i ��� Valley Detail - ASCE 7710: 160 mph, 30' Mean Height,' En' closed, 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 Bat Chord 2x4 SP #2N or SPF #1/#2 or better, valley webs taller than .7-9' apply 2x4 'T' reinforcement, 807 length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, web, same species and grade,or better, attached with 10d box (0,128' x 3,0') nails at 6' o.c, In lieu of 'T' reinforcement,, 2x4 'Continuous Attach each volley to every supporting truss with) Lateral Restraint applied, at'mid-length of web is permitted with diagonal i (2) 16d box (0.135' x 3,5') nails toe-nailed for bracing as shown in DRWG BRCLBANC1014, ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Top chord ,of truss beneath valley set must be braced with: Or properly ,attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph. 30' Mean Height, Enclosed installation, Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Or Purlins at 24` o.c, or as otherwise specified on engineer's*sealed 'design' Bottom chord may be square or pitched cut Or as shown. By valley trusses used in lieu of purlin spacing as specified on Valleys short enough to be cut as solid triangular Engineer's sealed design. members from a single 2x6, or larger as required, shall be permitted In lieu of fabricating from xxx Note that the purlin spacing for bracing. the top. chord of the truss separate 2x4 members. beneath the valley is measured along the slope of the top chord, : All plates shown are ITW BCG Wave Plates. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', 2 X 4 4X4 12 3X4 Valle ; :�f I-rE-- 12 Mnx,� Spacing ! 2X4 X4 - , 1. Pitched Cut Square Cut Stubbed Valley ❑ptional Hip �— 8-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail Valley Valley 4X4 Toe-nailed / •s 12 o m n T u e 12 MarIX3 t 2 o.c. /Z& 1X3 U S t 6-0-0 ��1` n 45X4 SPL (Max Spacing) 1X3 2X4 Q SQ Common Trusses 20-0-0 (++) -I' at 2 ' p c Partial Framing ' Supporting trusses at 24' o,c. maximum spacing. Plan N711g11a illrlr,r/,,. MMVARNINM A READ AND FOLLOW ALL NOTES[IN THIS DRAVINa \,.` lai,4,, .r'%; TC LL 30 30 40PSF REF VALLEY DETAIL MWPORTANT. FURNISH THIS BRAVING TO ALL CON7RACT9RS INCLUDING THE INSTALLERS \,�' I�r Trusses require extreme care in fobrlcating,handling,shlpping,Installing d bracing. Refer to and �� �'• f'.•''T' ,,Trusses latest edition of BCSI tBWlding Canponent SoFety Information,by TP[and SBCA)for safety '�y•q �;1'._�':` ^I'• �, -;1 C DL 20 15 7 PSF DATE 10/01/2014 praetices prior to performing these functions. Installers shoN provide temporary bracing per BCSI. r'�.v Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord B'C DL 10 10 10 PSF DRWG VAL160101014 shall have properly attached Igld,eelling..Locatlons shown for per....nt lateral restraint i webs FI �� shall have bracing Installed per HCSI sections the J a Btt as applicable.no Apply plates to each Foet - I I��BC LL 0 0 0 PSF d IILII� of truce and l gs 16C oe shown nova and to osi Joint OetoRe,unless noted otherwise. - 1i . Re Fer to drawings I60A-2 For standard plate posltlonc. •�`� .. Alpine, division of Iry Bullding Components Group Inc,shall of be ponslble for y deviation from• = r� TAT. LD, 60 55 57PSF AN QW ODMPAW this drawing, y failure to build the truss In conformance rlth ANSI/TPI 1,or for handling,shipping, ,, •-1 1Yt•,<, Q P Installatlon 6 any of trusses, A seal on this dr..Ig or cover page listing this drawing,Indcatec acceptance of professional on9Meeri g responshNty sole: far the des ham The suitability and use of this draw ie' u'y gn s tY ^9 ice' ti d p': ;i;; UR.FAC.1.25/1.33 1.15 1.15 13389 Lakefront Drive for any structure Is the responslalltty of the IkAen g Deslgner per ANSVTPI 1 Secz ran`., 12 l o"" ; c '`"" SPACING 24.0- For n Information a this Job's general notes page and these web Ites - tT l � Earth Cily,M063046 g . '!• :S rt, -. ALPINE..rw,alp:neltw.canr TPDewww.tpinst.orgl$HCAi w w.sbclndustry.orgl ICGw www.lcceaFe.org' ?, L1r \, � Piggyback Detail - ASCE 7-101 _:150 mph,, 30' Mean Height;' Enclosed, ' E•xposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp 1r, Wind DL= 5.0 psF Cain), Kzt=1.0. ' Or 140 mph wind, 30.00 ft.Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D,.wind DL= 5.0 psf (min), Kzt=1,0. ' Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns, •The building Engineer of Record shall provide diagonal bracing or any other sultable anchorage to permanently restrain purlins, and lateral bracing For out of plane loads over gable ends. Maximum truss spacing Ise 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Engineer's sealed truss design drawing for piggyback and base(truss speciflcations. ' Detail A P u r l i n Spacing - .24' c.c. o r , less Piggyback cap truss slant nailed to all top chord 12 purlln bracing with (2) 16d box nails (0.135'x3.5') _ and secure top chord with 2x4 03 grade scab Up to 12 (I side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. 4 2' 4' Attach purlln bracing to the flat top chord using (2) 16d box nails'(0.135'x3,5'). 2' The top chord #3 grade 2x4 scab may be replaced Purlln Spacing = with elther of the Following, (1) 3X8 Trulox 24' oz. max plate attached with (8) 0,120'xl.375' nalls, (4) Into cap TC B, (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the plggyback truss TC and attached to the base truss TC with (4) 0,120'xl.375' nalls. Note, Nalling thru holes of Top Chord Scab (Typical Each End) Flat top chord purlins required at both wave plate Is acceptable, ends and at 24' max o,c. spacing In between, J. x In addition, provide connection Detail B P u r l i n Spacing > 24' o.c. with one of the following methods, Piggyback cap truss slant nailed to all top chord purlin Trulox bracing with (2) 16d box Bails (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) 3XI0 Trulox plates for 2x6 and larger chord attached with 2 rows of IOd box Halls (0.128'x3') at 4' o.c. members.'Attach to each Face a 8' o.c. with (4) 0.120'xl.375' nails Into cap bottom chord and (4) Attach purlln bracing to the flat top chord In base truss top chord. Trulox plates may be 12 using a minimum of (2) 16d box nails (0,135'x3.5'). staggered 4' o.c. Front to back faces. Up to 12 APA Rated Gusset 8'z8'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 Vertical Scabs 2' 2x4 SPF #2, Full chord depth scabs (each face), Attach a 8' o,c, with (6) 10d box nails (0.128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. Purlln Spacing ) 28PB Wave Piggyback Plate max One 28PB wave piggyback plate to each face Full @ 8' o,c, Attach teeth to piggyback at time of Top Chord Scab (Typical Each End) Chord Flat top chord purlins required at Fabrlcatlon. Attach to supporting truss with Depth both ends, purlln spacing ) 24' o,c, <0 O.120'x1,375' nulls per face per ply, Piggyback plates may be staggered 4' o.c. front Notes If purlins or sheathing are not specified on the flat top of the base to back Faces, truss, purlins must be Installed at 24' o.c. max. and use Detail A. lW�d>'jfij+jjjj,, w.VARNINOs.READ AND FDLLDV ALL NDTES[INTHIS BRAVING \\\\�``IE L FURNISHq�Jff:, REF PIGGYBACK ..INPORTANTww FURNISH THIS DRAVING TO ING ALL CDNTRACTGRS INCLUB THE INSTALLERS. ` v j Trusses require extreme c In Fabricating,handling,shipping,Installing and bracing. Refer to and P fall..the latest edition of BCSI(Bulding Component Safety Information,by TPI and SECA)for safety � tS �CE�J / DATE 10/O1/14 practices prior to performing these functions. Installers shall provide temporary bradng per BCSI. '�' S�\ -!� ' U less rated otherwise,top chord hall have properly attached structural sheathing and bottom chord shalt have a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs ? N _ DRWG PB160101014 d ��� shall have bracingposition installed S own BCSI card on the B7 or BID,as applicable. Apply ploter to each face = � � F truer and cysts a shaven above and on the Joint DID,as antler.noted otherwise. Refer to drorinBs 160A-Z for standard platepositions. _ AN fTW COMPANY Alpine, division of ITV Building Components Group Inc.shall of be responsible for y deviation fro, =^(7 �,�q/7�G�$ !his drawing, y Failure to build the truss In conformance with ANSI/TPI 1,or for handling,skipping, """C Q installation L bradng.M f trusses• i y� A l on this drao or cover page listing this drawing,Indicates acceptance of professional ¢L✓ /� englneeNrg reSPamSQa]Uty solely for the design shown. The suitohlllty and use of this drawing Is 13389 Lakefront Drive for any structure Is the responsibllty of the Building Designer per ANSVTPI I Sect. Eadh City,MO 63046 For more Infdrmation see this Job's general notes page and these web sites, ALPINE,w w.alpineite.com)TP wwxtptnst,org)SBCA,w.w.sbcindurtry.org)ICC,-Occsof—ing ��i ® �� SPACING 24,0 ' fill IIIIII II\11\ `t x Hip Frame Beto,!ls B . Hip Frame W4X.4.,. Min, —� Common 24" Trusses TYP W1.5X3 T YP Stepped Hip Sy�m Trusses. 2x4 Chords 2x4 Purlins Setback n c #1 Hip Pitched and Sheathed Chord Area Hip Frame* --- -------------------------------- ----------------------- --- B Bottom Chord W3X4, Min, o- Attach hip frame -to flat chords of stepped hips at all overlapping points with (2) 0,131'x3.5" nails W3X4, Min, )K Hip Frame, 'R' Bottom chord of hip frame to be attached to #1 hip with 0,131'x3.5' nails @ 6' o,c, maximum spacing, Hip frame stops at plumb cut of Hip Frame Section B-B jacks to maintain pitch continuity, Hip frame lumber is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better, See Engineer's sealed design for setback, (umber, 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 properly attached, Setback System Trusses Use this detail ford ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber, Structura , anels must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1,00 To hip��t� �ht4;;Uns. eeVARNINGIw-READ AND FOLLOV ALL NOTES IN THIS BRAVING] Q, GC� REF HIP FRAME wx wwINPORTANT FURNISH TIM BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. n Trusses require extreme care In fabricating,handling,shipping,InstalUng and b—I g, Refer to and �``� follow the latest edition of BCSI(Bullding Component Safety Information,by TPI and SBCA)for safety 2 NO DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. _ Unless noted otherwise,top chord hall have properly attached structural sheathing and bottom chord _ = DRWG HIPFR1801014 shall have a properly attached ]Bid telling. Locations shown for permanent lateral restraint of webs — �AN shall hove bracing Installed per BCSI sections B3,B7 or BIB,as appllcn6le. Apply plates to each face of truss and position s shown above and on the Joint Details,unless noted otherwise. O nrr d Refer to drawings I60A-Z for standard plate positions. 'Q `TA 1 E OF.. — Alpine, dlvlslon of ITV Bullding Components Group Inc.shall not be responsible for y deviation from 9 Al AN RW COMPANY tNs drawing,any Falture to build the truss In conformance with ANSI/TPI 1,or for handUnB.'shlpping, Q <O 1f�� ��, ]nsto[Lot lon 6 any,"" f trusses. R .,' A seal on this drawing or cover page Usting this drawing,Indicates acceptance of professions engineering responsibility solely for the design shorn. The sultabitlty and use of this drawling -' ,l Earth Lakefro D3045 for any structureFor more Informationsnssee this job's gen of the eral Designer page and these web sltes� "/F �AAAAA11R 1'�i0 13309 Lakefront Drive /<d ALPINE,--tpineltw.comi TPB www.tpinst.orgi SBCA,www.sbctndustry.org)ICG wwwJcecafe.org CLR . Reinforcing. Member Sub.s:titution T-Reinforcement This detail Is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf, Is specified on a truss design but an alternative web L—Reinf orcement: or reinforcement method is desired. L-Reinf, Apply to either side'of web narrow face, Attach with 10d (0.128'x3.0',min) nails at 6' o,c. Reinforcing member Is Notes:• a minimum 807 of web member length. This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement, Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re-run design with appropriate reinforcement type, T-Reinf. L-Reinf, Web Member Specified CLR Alternative Relnforecement 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 2-2x4OK) minimum 80% of web member length, 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x60K) Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 00 Center scab on wide face of web, Apply (1) scab to each face of web, uVARNINGiww READ AND FOLLOW ALL NOTES IN THIS BRAVING[ Alt �q "yE/ TC LL PSF REF CLR SUbSt, KPORTANTaw FURNISH TIQS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme c In fa6rlcating,linndting,shipping.Installing and bracing. ReFer to,and `� r � follow the latest etlltlon of BCSI(Bulltling Component Safety Information,by TPI and SBCA7 Far saety Q- ! F f //J TC DL PSF DATE 10/01/14 practices prior to performing these functlons. Installers shall provide temporary bracing per BCSL `� ���/-•�S� {/+ Unless no otherwise,top chord shall have property attached structural sheathing and bottom chard �` C DL PSF DRWG BRCLBSUB1014 shot(have n properly attached rigid cel0ng. Locations shown for permanent lateral restraint of webs ALP shall have bracing Installed per BCSabove sand on the J ar BIG,Det s,unless no Apply plates to each face A ifyT' I� f trues and posltlan a sham above and on the Joint OetoBc,unless noted otherwise, 1K '// $C LL PSF Refer to drowings 160A-Z for standard plate positions. l AN f1WCOMF Alpine, division of ITV Bullding Components Group Inc.shall not be responsible for y deviation from = c' �"'OT, LD, PSF this drawing,any fallure to b,dld the truss In conformance with ANSI/TPI 1,or for handling,shippng, .� Y�A'�E QF hstallatlon L brnaing i trusses. A seal on this drn,M9 cover page listing this drawing,Inricates cceptance of professlorol erglneering responsbItty solely far the design shown. The sultabNty and use of this drawng "•© iv,y /�:DUR, FAC, 73389 Lakefront Drive fr any structure Is the resin—D 41ty of the BuprDng Resigner per ANSI/TPI 1 SecZ �F 4!p'Q `V (`f�' 4 For more o Earth City.MO 63046 ALPINE,ealpineltw.con,TPl ewrw,tlpinst.orgieSBCA,w—abcl—r.t notes ndustry.orgie ICGw wwwJccsafa.org SFF•1!` 7�' ') ,a,A°s\` SPACING y`ffflf 111111111111I1t Cracked or Broken Member :. Repair D,etail Load Duration 07 .. This drawing specifies repairs for a truss with broken chord- Member forces may, be increased for Duration of Load or web member, ' This design is valid only for single ply trusses with 2x4 or Maximum Member Axial Force 2x6 broken members, No more than one break per chord panel Member- Size L' SPF-C HF DF-L SYP and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not, Web Only 2x4' 12' 620# 635# 730# 800# comply with this detail, Y (B) = Damaged area, 12' max length of damaged section Web Only 2x4 18' 975# 1055# 1295# 1415# (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or,two 2x6 side members, same size, grade, and Web or Chord 2x4• 975# 1055# 14.95# 1745# sP ecles as damaged member, Apply one scab per face, 24' Minimum side member length(s) = (2)(L) + (B) Web or Chord 2x6 1465# 1585# 2245# 2620# Scab member length (S) must be within the broken panel, Web or Chord 2x4 NQit into 2x4 members using two (2) rows at 4' o,c„ rows staggered, 1910# 1960# 2315# 2555# Nall Into 2x6 members using three (3) rows at 4' o,c„ rows staggered. 30" 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 360 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 42` sections occurring within the connector plate area. Web or Chord 2x6 4395# 4500# 5225# 5725# Broken chord may not support any tie-In toads. Web or Chord 2x4 48' 3460# 35404 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# '6660# s Mlnlmum L Olstnnce B L L ----► L 4' o,c S Typical F— L + O + O + O + O L O + Q i O + O + mum Ds B �e L Distance —{ 2' F— Stagger L + = Back Face 10d Box (0,128' x 3', min) Nailsl O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Nail Spacing Detail ti,,ct ""'""" ?";�,, L "VARNINGi•r READ AND FOLLOW ALL NOTES ON THIS DRAWING! �} ' 'a,.� REF MEMBER REPAIR ••DWORTANTr•FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ls` /v�A, ✓� Trusses require extreme co In fabricating,handling,shipping,Installing and bracing. Refer to and i \V lVS ,ry , fait..th.latest edition of SCSI(Buading Component Safety Iniornatlon.by TPI and SECA)for safety �V1 �N DATE 10/01/14 practices prior to performing these Functions. Installers shall provide temporary br.dng per BCSI. No, Unless noted otherwise,top chand shall have properly attached structural sheathing and bottom chow `may. DRWG REPCHRD1014 shop have properly attached NDItl evillmg. Locations shorn For permanent lateral restraint of webs yt .,.11� fj l�I shall have bradng Installed per BCSI sections B3,B7 or BIO, s applicable, Apply plates to each face K Q II l� �II\u nI f truss and positbn ns shorn above and an the Joint Detals,unless noted otherwise. I M VIF Refer to drawings 160A-Z for standard plate positions. � ���e OP Alpine,.division of ITV Bulldin0 Components Group Inc shall not he responslbfe for any deviation from i � AN fi1N COMPANY this drawing,any FaAure to buILd the truss In conformance with ANSI/TPI 1,or for handling,shipping, Inst.11.tlon 6 bracing oP trusses. ;7O ��O pp``v A l this d-awing over page UstkV this drawing,Indicates acceptance f professlonal �i� �` n 1 8 rg eerIng spwulbRity solely for the design shown. The suitabtlty d use of this drawing for any structure Is the responsbi0ty of the Building D-Igner per ANSI/TPI 1 SecZ 133h CryeMoniD,;5 job's es. ,1�`` SPACING 24�0" MAX For more Information See this enerol notes page and these web sit ALPINE r r.alpineltr.coni TPB rrr,tpinst.o 0rgi SBCA,rrrsbdndustry,org)ICC�rwrJccsnfv.grg I/pI pµ THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY.TRUSS WEB CONFIGURATION FOR 24' ❑,C, MAX. STANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING AND IOPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NOTED ON THIS SHEET D❑ NOT USE THIS DETAIL FOR, 1, STRUCTURAL BEARINGS UNDER THE FALSE FRAME'(NOT PARTITIONS), 2. INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS, •3. LOADS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 4. DRAG'LOADS CONNECTED TO THE FALSE FRAME, 5. TOP CHORD APPLIED FALSE FRAMES, 6, LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL, )K i 7, VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'), FILLER ----- 1K 8, FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS, 4' 0' OC MAX, LENGTH TO TRIM FILLER (— EXISTING FILLER NOTEi FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES GENERAL N❑TESI NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, FRAME CHORDS. SHOP APPLIED - USE #3 OR BETTER ❑R STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, - LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT ❑PTI❑N. 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, ❑R.AN (4' MAX, PANEL LENGTH). ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), - x APPLY REQUIRED BRACING (SEE BELOW), - ❑PTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX, FIELD APPLIED - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), - PLACE FALSE FRAME CHORD IN-PLANE WITH THE TRUSS,' CUT VERTICALS TO LAP,BOTH THE STRUCTURAL CHORD AND THE FALSE xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM FRAME' CHORD, TO BE PLACED AT EACH END IN ADDITION TO' ABOVE REQ. CHORD OF 'THE ORIGINAL TRUSS, SINCE MANY FACTORS-AFFECT THE - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) lOd 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 T❑ DEVELOP A - MAY' USE A 12' LONG 7/16' PLYWOOD-(OR ❑SB) GUSSET TO EACH FACE AND STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE 8d NAILS (0,113x2,5') @ 3' D.C. AT THE FALSE FRAME HEEL 'JOINT IF BRACING EXCEED 10'-0' ❑.'C. FOR A SINGLE-PLY TRUSS BOTTOM CHORD. DESIRED, I REFER T❑ SPECIFIC TRUSS DESIGNS TO 'DETERMINE THE REQUIRED BRACING - VERTICALS MAY BE JOINED BY (2) 3ic6 TRUL❑X PLATES WITH (4) 'GAUGE FOR THE STRUCTURAL- BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD (0,120') x1,375' NAILS INT❑ EACH MEMBER CONE 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' ❑.C; IF THERE IS NO SHEATHING. MATERIAL APPLIED - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN'18' DIRECTLY T❑ THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER (6) IOd BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE PER THE LATEST VERSION OF ANSI/TPI, FACE ONLY).' •.VARNINGW READ AND FOLLOV ALL NOTES ON TMS DRAVINGI .�` \� R1T'/,,, REF BC FILLER rrINPORTANTwr FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS: I ♦ \\v Trusses require extreme core In Fobrlcating,handling,shipping,Instolling and bracing. Refer to and follow the latest edition of SCSI(Bu6ding Component Safety Information,by TPI and SECA)for safety ` \E.I�(,�SA1 - DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shot(have a property attached rigid telling, Locations shown for permanent lateral restraint of webs N t`"�. DRWG REPBCFIL.1014 d LPP Il[ shall have bracing Instaged per BCSI sections B3,By or BIO, s applicable. Apply plates to each Face IIIIlll111111I\\\\\VVVVVvl till f truss and position o shorn above and on the Joint Deta4s,unless noted therwlse. d /•Y�' Refer to drawings IliOA-Z For standard plate positions. % h Alpine,o division of ITV Building Components Group Inc,shall not be responsible for y deviation fro / SfA CIE AN fiWCOMPANY this drawing, y Fallure to build the truss In conformance with ANSI/TPI 1,or For handling,shipping, Installation 6 bracing of trusses. A l on this drawing cr cover page listing this drawing,LiAcates acceptance of professional ,{ mgImeermil responsibility sdely fr shorn. The design sh The suitability and use of this drawing ,Q,Sv l G R 13389 Lakefront Drive f rr any structure Is the esponsb4ity of the Building Dast mver per ANSI/TPI I Seca Earth City,MO 63046 For more Information sae this Job's general notes page and these web sltes, '''/Rjr�I�'n 11 tt�CA�v� ALPINE,w r.alpineitw.eoni TPI,rrw,tpinst.orgi SBCA,r r.sbcindustry.orgi ICC�rrrJeesafe.org '�:§, A 4-tiet'n>v •- I11111111 A � a SCAB .2X4 OVERHANG BETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft mean hgt, located anywhere in roof, 30,00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00. wind .TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128"x3,0", min) nails at 8" o,c, plus{ clusters of four nails where shown in figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species, NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections, 12 2 TO 12 � 3L 00 L 24" MAXIMUM 7VARNINGieu READ AND FOLLOW ALL NOTES ON THIS DRAVINGI J / '% TOTAL TOP CHORD REF 2X4 SCAB ❑,H, w.DiP�2TANT✓•w FURNISH THIS DRAVING TD ALL C13NTRACTURS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and ` GENS '� LOAD NOT TO foil the latest edition of HCSI®uAtling Component Safety Information,by TPI and SHCA)for safety '�Q' �\ F �' DATE 10/01/14 prnctlC.-prior to performing these functions. Installers shall provide temporary bracing per BCSL ' EXCEED 40 PSF Unt...noted other.l.e,top chord hall have properly attached structural heathing d bottom chord NO (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 shall have a properly attached rigid ceUing. Locations shown for permanent lateral restraint of webs ..d�. Iw shall have and position obracing Installed per HCSI sections the J o Detail., ns uppllcnhle. Appoly plates to each face = 74 III II�IiILJIIrr—��JI IUI\\\VVlilll���� of truss and p Ins all shown above and an the Joint 1111,1, Mecs notetl thatate. Refer to drawings 160A-Z far standard plate posltlons. ATE OF Alpine,n tlivision of ITV Hullding Components Group Inc shall of be responsible for any deviation from S AN fTW COMPANY this all, any follure to build the truss N eonfarnanee with ANSI/TPI L or for handling,shlpp nB, V r Installation 6 bracing of trusses. A seal om this drnwing or cover page Ustimg this dra.h,g,Indicates acceptance of professlonnl engineereq responsibility solely For the design.haw,. The suitamty and use of tits dm.Yg �: ® G R10 p�.�� DUR. FAC. 1.15/1.25 for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Seca 4�� 0. 733H9 Lakefront MO Drive For more Information see this job's page and these web sites, ��SAff V jONA1, '`t\��` Earlh City.MO 63045 h general notes ALPINE,.rv.alpineltr.cow TPI.www.tpinst.orgt SHCA,wwwshdntluctry.orgl ICG.wrlccsofe.org /f/ tN SPACING 24' STRONGBACK BRIDGING RECOMMENDATIONS Bkrrr sTRDNGaACHk ®All.scab-on blocks shall be a minimum 2K4'strew graded lumber.' �DONO "ER op-All s6ongback bridging and bracing shall be a minimum 2x6'strew graded lumber.' 41,0" ®The purpose of strongback bridging Is to develop load sharing between Individual trusses,resulting in an overall Increase in the stiffness of the 4'-0'2ASCAB ATTACH SCAB WITH IOdBOYJGUN floor system. 2x6 strongback bridging,positioned as shown In details, (0.12MIn NAILS IN 2 ROWS AT fr D.C. is recommended et 10'-0'D.C. max. NOTE:IN LIEU OF SPLICING AS SHOWN,LAP ) STRONGBACK BRIDGING MEMBERS FORAT LEAST ONE TRUSS SPACING STRONGBAOK BRIDGING SPLICE DETAIL P The terms'bridging"and"bracing'are sometimes mistakenly used NOTE: Details 1 and 2 are the referred attachment methods interchangeably. "Bracing"is an important structural requirement of ATTACH STRONG8PAXTo any floor or roof system. Refer t0 the Truss Design Drawing(TDD)for WEB WI(9)10d COMMON ® the bracing requirements for each individual buss component. NAI(0.148-An LSOR(4)10d "Bridging'particularly'strongback bridging"Is a recommendation for O HdoxrouN(0.12M.0)NA LS a truss system to help control vibration. In addition to aiding In the distribution of point loads between adjacent truss,strongback bridging serves to reduce'bounce'or residual vibration resulting from moving °° point loads,such as footsteps. o° ° The performance of all floor systems are enhanced by the installation of strongback bridging and therefore Is strongly recommended by ITW Building Compents Group Inc. ° -STRONGBACKBRDGNG ' SPACING REQUIREMENTS Up b 10'Norw For additional Inforrnatlon regarding strongback bridging,refer to BCSI 111toW 1 row(at fnrtlerdaperf (Building Component Safety Information). (2)10d COMMON(0.149W.M OR 217 m as 2 row.1 81 each BOX/GUN(0.12r4.Cr)NAILS ATTOP 2t8(MINIMUM)STRONGBACK, W to 4d s Ivws 1 a(each Y AND BOTTOM OF 2n4 SCABON BLOCK RESTRAINED AT EACH END. Ovor W mwr a(10'o m ATTACH STRONGBACK TO BLOCK WI (3)10d COMMON(0.14M(r)NAILS OR (4)1Dd SOXA3UN(0.G;8 .Cr)NAILS O ' 0 ATTACH STRONGSAOK ' TO BOTTOM CHORD WRH STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES (2)'"O ' . 51111111111/ , e7ALM16-I:BAD ANO i011Ai rill NOW ON=Alt //r �ragm n¢uema rare 1,f brintID&hae—.hipping,m Wlin,am bracinbracing.¢ g• l:de<to and follow a®(Hml,mi ,o4� T� �,,� TC LL PSF REF STRONGBACK Comyo¢®L 9.fel�bformnlb¢,M 1RI end tf7tt)Im.dd7 Practice.prim to perf..W these f—!hoes ImlaBerw.hell . yxrvlde teIDporeq Ner1.A Par>�. U.1—¢algid oth..W.byp ab rd.net]bare pmp@ly MU b d.tr„ot.r.]P•••l1 and rEN ' TC DL PSF DATE 2 28 11 bolbm abmd eboB hate a P*oyoly att¢ahed rled o.B]aA. ]ac�Ua¢..b—for pmme¢®t leterol reand¢t of wet°.n.B n.re ` � \G S� �_`,' / / brooln,,]n.t lbd par B=.e°d—Bd h M. Be.thi.Job'.Ae¢er.]mtm M.for—IdmID.11en \ ' BC DL PSF DRWG STRBRIBR0211 »moarArrr�nn taProp>M M) to not oN blefmn N ��iG �C C LL PSF lrt BweID`coID ®b aroop bm.(]rrBco).b.B not m emp�tlhb fm any de.l.tlon non,this aem�q¢,m�reBmv m n,da — the tans t¢ rz—wNb M er Orl¢ic.tho,ll ndf &.6fppl¢,,W WNy h bradma of trine.. hwWo conmalar Chile n rGiar9Ln are..do.1 pa/le/lddA pt,N/B/p A=Addd�.d.sx/1o/eo("/"j.lr•.toes. Apply pletea m e.eh Ter,m try. _� . podtla¢.d a..h— bwa a¢d on f.Int netaBa = /A TE OF OT. LD. PSF A.9®thi.dr-1 g m cower Ply.mdlmte..m.*—.°d p.nf..lo al m4lneerfno rmpo WIfty.oW,fin tin trm pomnt dadP shah¢. Me ndtabuftY.nd¢.e d this component for any bW]db{b tm mpondh0lt)of tba BwwnA D..%—l>�ar per Atvbcg-1 1 Sews 2 ,��^ �®I"1` ������ DUR. FAC: 1.00 :mAtwh TPI I:STftoo. tn.tpl¢s6com:TICA;m..Dtlnd¢r<r7.mm;ICC:>A.Icc.efe.or[ I� �.mome �<<,� �\.�`�� SPACING HANGER SCHEDULE xumn eXO�xi us Tuaa O B'-a'ELEV. e-a'rat B4O 10 L 28 3" L TT.cO�i. �Q2i p i ic�nL Leo� 4BJ1 q 3 4BJI -}II- I.COL t0 L EODL s 4 1 WYIg1 IlCIQ�I.il.at 0.Mµ➢IY fl.L14s'ss 1.00 Ym swmum e0¢i No=Pa wY Bc ausrto 4L3 NtO srm -eA Y f PON Mz B NESSMY BYLLNO DN9IB C RWR TRUSS VgG � m IYLLW4 DYF ee® 2'-0'UNIEss N01ED •' ,�-- m 39'B" L APPROVED 11Nss .OR BY'Buum 2N4 MWIMUM TOP AND B0TT0M CHORDS PLUMB MT OVERHANG 12 6 iN iv c1 N [V iV iv iv, a tV n N N iV iv iv N T:jj: EJ7 J3 FT HJS Js D BRG. 3 UNTHE NOTED - OTHERWISE Al TYPICAL TRUSS END p6 eo NOT T ro 11'ae Fll¢Pt A9 9roNtL OD NOT dr d wTd mussEs nmwr` ancc • AS - wmmorAtwt iRmt ltus . Ms w2lNdM E No-tlLPpIIrIR AMD/d 4�PD}£s T d A4 � ND B4DtOYAYES NNL eE NdORD. WARNING H. 15' A3 FT9 t9 Ci mwp om,rave M N B m A a � N OTE e� V B iT B N A3 MEOW N W , �pda�w i` Ypp'rod 4VnO�ID l�n6f 4wr A4 Y AS oiaiaaie omeuxn� a� 15' " 3'8" 20 4" cNi n m.mwNxr. q6 APPROVAL SIGNATURE N 9 Li .. U wwd wsro Pm19ID ww ' 7A u/ate�wffi'i wa�`ita imv n*ai x�xoaTs N D cV ovwuas ovrvx nc. FG2 _m BJs EJ A J9 wM Twi era v uw,n emcT N�o.x¢ O n,N N Run J3PROJ3 E U R EC UB aJI 0 B^1 NOTFiEIII FTI2 Submdtats ere m . and general.00014.ancAvith he ntract Documents arty. W = N NotetknsDallotAngtite_Ghawd( ' 1o'e" a'1o' —} ' 1 I 4CIA Approval,comments and/or corrections does not rereve tbB Ilk Contractor from compQanca with the Contract Documents.the ' R A N E Y Contractor is respsnsihle for.confirming and rAaeleting all Quantities, dimens(snS.tolerances, clearances tb6dsatlae processes,•techniques and sequences of construction, 111 COMPONENTS, a ry eompatibihly of materials and met:Js,eooNhra of 9*.1 LLC siodr with other trada4 and subconttacters,pe of I ol�N4sp work In a safe and satisfactory manner and f compfmlcg Q D E ANO f ® NN H1 With Ithlp�Contrect Documents. FF-352-1IONOP . O,/ L I� EIO'hc E-YAL:T.. l 1B' �20'8" � 11 DATE ( lU By Horton d a A.B.DESIGNGflOUP �"o `102 Creekside 4 807- Ile 0 OW ,.r-a _ JAx