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Home My WebLink AboutTRUSSr __ RANEY COMPONENTS aiiey 19900 Independence Blvd. Groveland, FI 34736 OJIIJOtIt'lllS, LLC one: (352)429-9429 ` (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS136 Printed: Fri, Sep 29 2017 rov mrormarion: Address: FOR Name and License Number: tomerName. Creekside Lot 136 Horton 8332 Cobblestone Dr cription: City, Stale, Zip: 3B 1828-Cali "C" LL OL Fort Pierce, FL Boa ►ng nf orma f►on. Root Loads: TC Live: TC Dead: BC Live: BC Dead: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Std., W/nd Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C , MWFRC & C&C w/M Pages or sheets covered by this seal from: 1 thru 32 Total 32 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 A8 10 A9 11 A10 12 All 13 Al2 14 A13 15 A14G 16 A15 17 A16 18 B1GE 19 CIGE 20 D1 21 D2G 22 V4 23 Va 24 EJ7 25 EVA 26 BJ5 27 BJ3 28 EJ3A 29 EIJ1 30 BJ1A 31 CJ7 32 CJ3A Manuel Digitally signed byrustAC Martinez DN; c=US, o=ldenTrust ACES Business Representative, ou=M AND E si-,ASSOCIATES PA, cn=Manuel Martinez, 10.9.2342.19200300.100.1.1=A010980W • 0001,4B4CF8FE96000021 IF Adobe Acrobat DC version: P #y yl 2015.006.30352 Y � OF DEC,? ? 201? _ 4�ti -+�4 _ 5t. Lucie County, FL 40 015A38 FF 56 81 BO,88 7F48 00 9512E 85 FB Thuitemaexaaumckrsra sa5ys�ned�rl:smicdb4bsasu.3lnarttnrs, €�{�'t.ttc.naz:s2(�ttia^ea°.s_ s3usv.osL^�my5targaSNai ' =thCnCka i& •.. � � - e' tn3cnpi u�stftivs d&a !'e' Ama not szn& md. .A:ar4seated ar,0 t1w SFA,Z av%ont�=Icisigdcnul havcr9 a<snyd¢ttrarf rmaiax.. � F' pY Page 1 of 1 Job Number: 136DCS136 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" L OL Truss Label: Al T10" 12 6 m ih G5X6 C =4X6(A2) B A 112X4 T8"12 4'3"4 TS"12 12, Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" cc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" cc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Ply: 1 I SEQN: 635484 / T10 / Qty: 11 FROM: AH Wgt: 221.2 Ibs 14'4"71 19'10" 25'3"9 31'10" 6'6"B 5'59 5'S"9 6'6°7 E=5X6 y 3X4 D F'; 3X4 (a) a5X6 G 44x6 = X4 = 3X8 =3X4 =4X6 1112X4 DRW: / ... 09/29/17 39'8" T10" 12-0"1 5'9°1 5'9"1 2'0"1 '14'0"1 19'10" + 25'7"1 + 27--0 4'3"4 7'8"12 31'1'% + 3918" 1' Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs) PgJ NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W Pf. A Ce: NA VERT(LL): 0.179 M 999 240 B 1654 / 709 / 961 ! - / 445 / 8.0 Lu:1NA Cs: NA VERT(TL): 0.389 M 999 180 H 1654 1709 / 961 / - /- / 8.0 Snow Duration: NA . HORZ(LL): 0.075 J - - Wind reactions based on MWFRS HORZ(TL): 0.163 J - - / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 2.0 H Min Brg Width Req = 2.0 Cotle Bldg Code: FBC 2014 RES Max TC CSI: 0.635 Bearings B & H are a rigid surface. TPI' Std: 2007 Max BC CSI: 0.550 Bearings B & H require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.608 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Pla a Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 16.02.01 D.0314.13 A - B 27 0 E - F B - C 1442 -2968 F - G 1108 -1902 1263 -2434 C - D 1263 -2433 G - H 1442 -2969 D-E 1108 -1902 H-1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2575 -1122 M - L 2086 - 814 P - O 2572 -1122 L - K 2573 -1128 ,4 MApAA O - N 2572 -1122 K - J N M 2085 788 J H 2573 -1128 2576 - - - -1128 E. IV s� Maximum Web Forces Per Ply (Ibs) I BPI-40 Webs Tens.Comp.Webs Tens. Comp. p +ow '. P - C 286 -13 M - F 46B -736 e04 C- N 387 -558 F- L 486 -204 N - D 485 - 203 L - G 387 - 558 OF D - M 468 - 735 G - J 286 -15 dr+ E - M 1341 -714 — • ' 's 46 L5A &FF 55 81 Bit 8117€49 00 99 2E95 FS 21ak A!amlm bom sla p. red' amd=Qlad'by MasAAwaran", M OL' Lk.0371921 an the & 0WVffcAA-0 Wing a SWO. ai^ihaCp:,xaorada. - F4>atedc,ctz�(•s daecrsmtzresu�cd�ad dgnaa'`�si ssmimd grad tlyc.�ix:+i ac.3t�tntfcaaornccdte rn�uiarr3fcd rndactre� *"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'* FURNISH.THIS DRAWING,TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses recq7ulre extreme care in fabricating9 handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anr3'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attachetl 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 Joint- Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�l Components Group Inc. shall nl t 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 trvsses.A seat on this drawing or cover page listing this drawing indicates acceptance of proi'essrona bngmeering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSl1TPI 1 Sec.2. r b Job Number: 136DCS136 Ply: 1 SEQN: 635487 / T13 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: A1A Wgt: 254.8 Ibs / ... 09/29/17 7'10" 14'4"7 19'10' 22'6"4 28'8" 31'10" 39'8" 7'10" 66"8 5'S"9 2'8"4 4'1"12 5'2" 7-10" Em6X12 F 1112X4 -3X4 D 12 G 4X4 g � (a) fo (a) Z15X6 p5X6 C (a) H o =H071 T 4=10X10 L N =4X6(A2) B L=4X6(A2) 1 A J S R Q P O M K 1112X4 =4X6 m3X4 m6X8 1112X4 1112X4 =5X10 "4'3"'4 59"01 2'10" 4' 51Tl1"15 191 TT"1122 2 12 400"1 8" 8226F39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) TOLL: . 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.234 F 999 240 B 1560 / 708 / 960 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.540 F 874 180 1 1560 / 707 / 959 1- /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.124 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.287 K - - B Min Big Width Req = 1.8 Mean Height: 15.00 It NCBCLL: 10.00 Code / Misc Criteria CreepFactor: 1.5 1 Min Brg Width Req = 1.8 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf p Bldg Code: FBC 2014 RES Max TC CSI: 0.616 B & I are a ea Brin s rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.549 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.975 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1417 -2560 Lumber B - C 1439 -2769 G - H 1753 -3397 C - D 1261 -2224 H - 1 1434 -2761 Value Set: 13B (Effective 6/1/2013) D-E 1106 -1735 I-J 27 0 Top chord 2x4 SP #1 E - F 1511 -2516 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum 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-S 2397 -1119 P-O 20 -9 Bracing (a) Continuous lateral restraint equally spaced one S - R 2394 -1119 N - L R - Q 2394 -1119 M - K 2971 -1289 26 -12 member. Or 1x4 'T" reinforcement. 80°!0 length of� Q - P 1901 - 788 K -1 2388 -1121 web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails v @ 6" oc. _'01 Maximum Web Forces Per Ply (Ibs) ¢., Webs Tens.Comp. Webs Tens. Comp. Tray Scab(s) - : S - C 286 -13 N - F 214 -147 (1) 2x4x0-3-11 x SP 93 scab at each end. Attach to face Nails 8" - 384 C - Q 384 - 567 N - G 667 576 -1051 scab of chord with: @ oc, plus BRG.: heel: 1st407 +w Q - D - G - L 872 -051 additional nail clusters at: (0), (0), panel point: (0). S `� �" D - P 471 -683 L- M 71 -3 E - P 59 - 531 L - K E N L H 2559 -1200 633 Windom - 2271 -1099 - -187 Member design based on both MWFRS and C&C. w� , a P-N 1883 -659 K-H N - O 18 -1 466 -872 •0 URAL* 40 015A 8 FF bB S1 BO 88 7€4S 00 &5 FB a'txTtdC°IT.tAas bc�zsloea}sed'.s.:eaJ°d'tzy SAasnae-0�RtartFncs, £'�sfrL.ikc.�+i?Z&a':�azcfitac?a3a.&hawaa�aa�u^.'anq r5Nia3 3$iCf1;�G7$iaQ. Fr4wdc"al6N dn". =wA� notcmnW=d dpdd�ti. hd �btfss:5 �nrwas£�;aeazms�sebs;aa�li�lc�aar�s$sclronY. swim "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety. Information, byy TPI and SBCA) for safety bracing per BCSI. Unless noted olherwise,top chord shall have practices prior to performing these functions. Installers shall provide properly attached structural sheathing and bottom chord shall temporarryy have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, - as applicable. Apply plates to each face. of truss and position as shown above and on the 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 ANSIT PI 1, for handling, installation bracing trusses.A this drawing conformance with or shipping, and of seal on or listing this drawing, indicates acceptance of pro essrona engineering responsibility solely for the design shown. cover page_ _ The suitability, and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineilw.com TPI: www.tpinst.org SBCA www.sbcindu .mm; ICC: www.iccsafe.org Job Number. Truss Label:C�sC LL OL /DR Horton MEBB 1828-Cali "C" L OL I Qty:9 '240.8 Ibs I FROM: At 89 / T9 /HIPS I DRW / ... 09/29/17 19"02'1 _ '3"2 310" 398"144" T" 6'6"9 7' " 87"2 66" T 10" 1 =5X8=5X6 E F 3X4 D G Zt3X4 12 6 p o k5X6 o� 25X6C (a) (a) H o =4X6(AA2) B hs4X6(A2) R Q P O N M L K 1112X4 =4X6 =3X4 =3X4=3X4 =3X4 =4X6 112X4 T8"13 4'13 7'8"13 12' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 1t EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.11 Wx2.5",min.)nails @ 6" oc_ Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ B" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. 2'1"1 4'10"15 1'6" 4'1NO 6 4'3"3 7'8'13 1� 14'1"1 19' 20'8' 25'6"10 27'8" 31'11"3 39'8" Dw Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): 0.151 P 999 240 B 1561 1710 / 963 1- / 428 / 8.0 NA Cs: NA VERT(TL): 0.349 P 999 180 1 1560 1710 / 964 /- /- / 8.0 )w Duration: NA HORZ(LL): 0.066 K' - - Wind reactions based on MWFRS HORZ(TL): 0.151 K B Min Brg Width Req = 1.8 de / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.8 g Code: FBC 2014 RES Max TC CSI: 0.600 Bearings B & I are a rigid surface. Std: 2007 Max BC CSI: 0.555 Bearings B & I require a seat plate. 3 Factors Used: Yes Max Web CSI: 0.695 RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) to Type(s): Chords Tens.Comp. Chords Tens. Comp. ,VE VIEW Ver: 16.02.01 D.0314.13 A-B 27 0 F-G 1170 -1787 B - C 1470 - 2770 G - H 12BB - 2221 C - D 1289 - 2223 H - 1 1470 - 2770 D- E 1170 -1787 I- J 27 0 E - F 1086 -1537 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2398 -1147 N - M 1896 -846 = $ �4 R - Q 2396 -1147 M - L 2396 -1162 AN # v Q-P 2396 -1147 L-K 2396 -1162 � r '. +r P -0 1898 -817 K -1 O - N 1537 -588 2399 -1162 No 047 e Maximum Web Forces Per Ply (Ibs) e Webs Tens.Comp. Webs Tens. Comp. z - e10. R-C 288 -13 F-N 617 -394 C - P 389 - 575 N - G P D 450 201 G M 474 - 704 452 201 - - - D O 474 703 M H - 390 577 �s - - - - E - O 615 - 393 H - K 289 -14 40 015A 38 FF 5B 81 SO 887F49 00 99 ZE 95 FB ?hii 3lem'4LaslB�eats.tlez¢ al taaf• salad 6y PAa lmartjnwz en fl.. Lle.&4711121 on Gfia dzzc sfwwre ai mus tang a SHA.i nlitenrkaisa nzed6. ffL•IIud lconaf"docermaa not mnflead dnadamdv 6'f =611tse.�??.R„'� rrent;saa' scodemue be wdfL-d on wydmtmr,�, —WARNING" READ AND FOLLOWIALL NOTES ON THIS DRAWINGI "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping,j installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) fo'r safety practices prior to pertorming these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have�properly attached structural sheathing and bottom chord shall have a progefly 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 s shown above and on the Join f Details, unless noted otherwise. (iefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Gri up Inc.,shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1, or for hanng shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance offessionsonsibility solely for the design shown. The suitability nd use of this thawing for any structure is e responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iob's aeneral notes oaae and these web sites: ALPINE: www.alDinei w.com: TPI: www.toinst.om: SBCA www.sbcindustrv.com: ICC: www.iccsafe.om C� Y Job Number: 136DCS136 Ply: 1 SEQN: 539460 / T1 / COMN 4EBB 1828-Cali "C" LL OLlDR Horton /4EB6 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A3 Wgt 238.0 Ibs / ... 09/29/17 6'4°8 T10"r9 14'2"13 18'0"1 21'7"15 i 25'S"3 i 31'9"7 39'8" r 6-4"8 +V6" 6'44 + 3'9'4 + 3'7"14 3'9"4 r 6'4"3 �1'6" 6'4'8 i =5X6 C !� 1112X4 mH0308 m410 m4X10 =4X10 =4X6 9&4 6'2"12 5'9"4 2'2"1 5'7"3 57"3 2'2"1 5'9"4 6'212 1 6'2"12 12' 1421 19'10" 25'5"3 27'8" 33'5"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.159 H 999 240 B 1561 1312 / 965 / - / 408 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.367 H 999 180 K 1561 / 312 / 965 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.154 M - - B Min Brg Width Req = 1.8 Mean Height: 15.00 it Code / Misc Criteria Creep Factor. 1.5 K Min Brg Width Req = 1.8 NCBCLL: 10.00 P TCDL: 4.psf Bearings B & K are a rigid surface. Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.603 9 9 P Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.610 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.945 Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 16.01.0017.0504.20 A - B 27 0 G - H 1488 -2221 Lumber B - C 1552 -2860 H - 1 1312 -2211 Value Set: 13B (Effective 6/1/2013) C - D 1286 -2250 I - J 1286 -2250 D - E 1312 - 2211 J - K 1552 - 2860 Top chord 2x4 SP #1 E - F 1488 -2221 K - L 27 0 Bot chord 2x4 SP #1 F - G 1143 -1613 Webs 2x4 SP #3 Lumber value set "l36" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing ��B - S 2499 -1246 P - O 1604 - 678 MAPr (a) Continuous lateral restraint equally spaced on w y S - R 2496 -1246 O - N 2496 -1269 member. Or 1x4 'T" reinforcement. 80%length of R - Q 2496 -1246 N - M 2496 -1269 web member. Same species & SRB grade or better, Q - P 1604 -658 M - K 2499 -1269 attached with 8d Box or Gun (0. 1 13"x2.5",min.)nails 40, @ 6" oc.no e Maximum Web Forces Per Ply (Ibs) Tray Scab(s) � Webs Tens.Comp. Webs Tens. Comp. (1) 2x4x0-3-11 x SP #3 scab at each end. Attach* -WA S - C 281 -5 P - G 279 -210 scab to face of chord with: Nails @ 8" oc, plus I C - Q 417 -615 G - O 826 -571 additional nail clusters at: BRG.: (0), heel: (0), 1st 0 - STATE OFy E - Q 375 -379 O - H 375 -379 panel point: (0). * , v aq Q-F 826 -571 O-J 418 -615 Wind �+ F-P 280 -211 J-M 281 -5 Member design based on both MWFRS and C&C. 9 SSFJALA 40 01 5A 38 FF 5B 81 F0 63 7F 49 00 99 2E 85 FB 1144t arsdw.alad by vaL-Mml Martin",. &F:(fi.tk.�E7FH2terxtA¢daxs shnaea atiQwa ar�aga5H�3 aaa3kasnt£ca3�aaxaR, pirmvi crp :mdaf,k siomra a� mat c=3&md%knad=dsalad xrsb t7<� 2zedri¢n2ZaAfaassr lartwr•9?a a�srlHed m=ydwtrark czrp3as "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq handlin shipping, installing and bracing. Refer to and follow the latest edition of BC51 (Building Component Safety Information, byy TPI anti SBCA) toy safety practices prior to performing these functions. Installers shall provide temposrrYy bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly at t ache ceiling Locations shown far 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 otherv✓ise. �2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. For more information see this job's general notes pacie and these web sites: ALPINE: www.al ineitmoom; TPI: www. inst.o • SBCA: www.sbdndu .com; IM www,iccsafe.org Job Number: 136DCS136 I Ply: 1 SEQN: 635491 / T81 HIPS 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM. AH DRW: Truss Label: A4 I Wgt: 238.0 Ibs / ... 09/29/17 0" I' 14'Z"12 r17' F' I "4 3140"+ 39'8" 641294 5 6T110"7T110" 2859 12 i 7 --5X6 =5X6 E F 112X4 D G 1112X4 12 6 SO !,'�5X6 0 5X6 C H m � o� 4X6(A2) B 4X6(A2) A J h1 Q P O N M L K 1112X4 =1-10308 =4X10 =3X4 =4X10 =4X6 1112X4 T812 474 2'2"12 5'7"4 5'7"4 2'2"12 4'3"4 7'8"12 1' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "'I3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C 14'2"1 19'10" 25'5"4 31'11"4 39'8" Dw Criteria (Pg,Pf in PSF) Defi1CS1 Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in loc Udell L1# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): 0.148 G 999 240 B 1560 1712 / 965 1- / 387 / 8.0 NA Cs: NA VERT(TL): 0.343 G 999 180 1 1560 / 712 / 965 / - / - / 8.0 )w Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS HORZ(TL): 0.149 K B Min Big Width Req = 1.8 de / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.8 g Code: FBC 2014 RES Max TC CSI: 0.593 Bearings B & I are a rigid surface. Std: 2007 Max BC CSI: 0.556 Bearings B & 1 require a seat plate. J Factors Used: Yes Max Web CSI: 0.759 RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) to Type(s): Chords Tens.Comp. Chords Tens. Comp. EVE, HS VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1466 -2162 B - C 1517 -2772 G - H 1334 -2214 C - D 1334 -2214 H - 1 1517 -2772 D-E 1466 -2162 I-J 27 0 E - F 1189 -1702 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. j B - Q 2400 -1195 N - M 1684 - 748 " Q - P 2397 -1195 M - L 2397 -1224 P-0 2397-1195 L-K O N 1684 724 K I 2397 -1224 2400 - - - -1225 d _ Maximum Web Forces Per Pi ( Ibs Webs Tens.Comp. Webs Tens. Comp. 40 v' Q - C 289 -12 N - F 280 -194 fjr C - O 392 -582 F - M 698 -494 a D - O 274 - 241 M - G O E 698 M H 274 -241 392 582 - -494 - E - N 281 -195 H - K - 289 -15 4�i 015A38:FF 5B 8lBO BB 7F 48 00 99 2E,95 FB S3i liar,h=bmm sledraak*x ad& -A salad by#Aw=3 Mtaritnaz, n OL. Uc.c4nmj an&ed=zfwwaahoa Was a suLa atstSpticassasJs. n1stad zoplaxattfas dorrr=A= not rEe'Wiffad o ord=A saalad ar.? tls¢ sn'A-_' as�4fiestcaStevscods n�af 3isrvlli� rn aoydactmn�' **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricatin handlin shi ping installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV TPI an�'SBCA) tot saety practices prior to pertormmg these functions. Installers shall provide temposrryy bracing per BCSI. Unless noted olherwise,top chord shall have, properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Appty plates to each face of truss and position las shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinfiComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitabdrty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. Le Job Number: 136DCS136 Ply: 1 SEQN: 5394621 T15 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A5 Wgt: 232.4 Ibs / ... 09/29/17 6'4"8 T10 14'2"12 16'0" 2T7"15 25'5" 31'9"7 33'3" 398" 6'4"8 U 6'4"3 1'95 T7"14 1'9°5 6'4"3 1'6" 6'4"8 v55X6 �-5X6 F G III X4 =4X6 =_ XB =3X4 =3X8 =4X6 1112X4 6'2"12 5'9"4 2'2"1 574 5'7"4 2'2"12 5'9"4 6712 1 � 6'2"12 12' 14'2°1 19'10" 25'5"4 27'8" 33'5"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.156 H 999 240 B 1561 1713 / 964 (- / 367 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.359 E 999 180 K 1561 / 713 / 964 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.156 M - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 K Min Brg Width Req = 1.8 Soffit: 2.00 BCDL: 4.psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.604 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.614 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.652 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 A - B 27 0 G - H 1503 -2185 Lumber B - C 1576 -2860 H - I 1345 -2211 C-D 1319 -2251 1 - J 1319 -2251 Value Set: 13B (Effective 6/1/2013) D - E 1345 -2211 J - K 1577 -2860 Top chord 2x4 SP #1 E - F 1504 -2185 K - L 27 0 Bot chord 2x4 SP 91 F - G 1235 -1794 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing, B - S 2499 -1278 P - O 1773 -819 (a) Continuous lateral restraint equallyspacedon member. Or 1x4 "T" reinforcement. 80 /o length of $ y v + S - R 2495 -1278 O - N R Q 2495 N M 2495 -1307 2495 Web member. Same species & SRB grade or better, - -1278 - Q - P 1773 -792 M - K -1307 2499 -1307 attached with 8d Box or Gun (0.113"x2.5",min.)nailsa e @ 6" oc. No Maximum Web Forces Per Ply (Ibs) Tray Scab(s) * Webs Tens.Comp_ Webs Tens. Comp. (1) 2x4x0-3-11 x SP #3 scab at each end. Attach S - C 280 -5 P - G 254 -180 scab to face of chord with: Nails @ 8" oc, plus _ C - Q 416 -614 G - O 695 -512 additional nail clusters at: BRG.: (0), heel: (0), 1st (0). $ A E - Q 343 -294 O - H 343 -294 panel point: v Q-F 695 -512 O-J 417 -614 Wind F - P 254 -180 J - M 2B0 -5 Member design based on both MWFRS and C&C.:P� �$ 40015A,38FF5B$1BBBB7F4800992E85FB 3t3r1a¢tn'3xxs teix fs ned mad sealed by brtaa.�d t,¢.irtknea: ?E (rL. tPc.1�i81H2(o�!'Aet dasaahar�a atmwn ar'ng a 5NA.L Rc311¢diittiaP�YY4[ de. NWad4opi=aitNad0ct===90tusad&ndsVwd:a s lad and ti<,t,3i3Sk.3 �.�h¢sY�ta4i�xceoda mt.;.t ire�cdfixd rn amydectrar�is CW1a, "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building 1t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpefly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or t e._ Apply plates to each face_ of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page. this drawing indicates acceptance of protessiona7 engineering responsibility solely for the design shown. The suitability :e of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS136 Ply: 1 SEQN: 635493 / T7 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C' LLI OL City: 1 FROM: AH DRW: Truss Label: A6 Wgt_ 240.8 Ibs / _.. 09/29/17 F 7" l 142"12 1 19128 5q5 3398 �9" 7'1100" 64"12 00441061 I � 4151 T10" =3X4 =5X6 Ea F G 1112X4 D H 1112X4 12 6 k5X6 r> 0 5X6 C 0 I m M 00 =4X6(AA2) B J-4X6(A2) R 1112X4 16 m3X10 =3OX8 X10 =— X6 1112X4 �1' T8"13 4'3°3 2'2"12 5'7"4 5'6"15 2'3"1 4'3"3 T8"13 1� 7'B"13 12' 14'2°1 19'10° 25'4"15 2T8" 31'11"3 39'8" Loading Criteria (psf) Wind Criteria Sriow 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 Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf:l NA Ce: NA VERT(LL): 0.153 F 999 240 B 1561 ! 714 / 962 / - ! 346 / 8.0 BCLL: 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL): 0.354 F 999 180 J 1561 / 714 1962 / - / - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS' Des Ld: 37.00 EXP: C I HORZ(TL): 0.152 L - - B Min Brg Width Req = 1.8 Mean Height: 15.00 ft J Min B Width Re 1.8 NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 r9 q TCDL: 4.2 psf Bearings B & J are a rigid surface. 9 9 Soffit: 2.00 Bl�g Code: FBC 2014 RES :Max TC CSI: 0.595 BCDL: 5.0 psf I Bearings B & J require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.556 Spacing: 24.0 " C&C Dist a: 3.97 ft Reip Factors Used: Yes Max Web CSI: 0.638 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 PI to Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01 D.0314.13 A - B 27 0 F - G 1332 -1956 Lumber B - C 1549 -2771 G - H 1517 -2153 C - D 1366 -2215 H - I 1365 - 2213 Value Set: 13B (Effective 6/112013) D - E 1516 -2154 I - J 1549 -2771 Top chord 2x4 SP #1 E - F 1332 -1956 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set uses design values Chords Tens.Comp. Chords Tens. Comp_ approved 1l30/2013 by by ALSC B - R 2400 -1230 O - N 1835 -868 " Wind R - Q 2397 -1230 N - M 2397 -1260 Member design based on both MWFRS and C&C. � a Q - P 2397 -1236 M - L 2397 -1260 .�� P-O 1835 -836 L-J 2400 -1260 " Maximum Web Forces Per Ply (Ibs) *Ai': Webs Tens.Comp. Webs Tens. Comp. R - C 289 -12 O - G 277 -172 C - P 392 - 580 G - N 650 - 546 40 D - P 345 -222 N - H 350 -223 -S ft P - E 649 - 542 N - I 393 581 Au x E - O 277 -172 I - L 290 -14 F O 233 x - -26B YON SERX*:. 4d 015A. 8 EF 5B &190 BB7F4& 00 99 2E E5 FB xdt aatasAars iernata wd mated by P SauA Kurt , E. .l s.CRiR2f ent=szd at yhawaa b a N agi ng a5Hz�I s rt1=UM= e.. �¢a caitas dr��.as4 nsnres�d �� g sazaled aesE af��".vxA�lent.+�aseslerusstwmme3fiaai:�a a�gedcttrar�•: *`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS trusses re uire extreme care in fabricating handlin shi ping, jnstalling and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byV TPI foi omponen and'SBCA) saety practices prior to performing these functions. Installers shall provide temporary gracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 7 attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7,1 10, e as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to irawings 160A-Z for standard plate positions. alpine, a division of ITW Buildingq Components Group Inc. shall of be responsible for any deviation from this drawing any failure to build the russ in conformance with ANSIrtPI 1, or for handling shipping installation and bracing of trusses.A seal on this d-rawmg or cover page fisting this drawingg indicates acceptance of professions {engineering responsibility solely for the design shown. The suitability in use of this drawing for any structure is the responsibility 0f the Building Designer per ANSI/TP11 Sec.2. a io Job Number: 136DCS136 Ply: 1 SEQN: 539464 / T25 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: A7 Wgt: 218.4 Ibs .. / ... 09/29/17 6'47 7'10" 14'0"1 19'10" 25'7"15 31'9"7 39'8" 6'4"7 1'6" 6'18 5'9" 55 5'9"15 6'1"8 1'6" AX v r` =4X6i 1112X4 =5X8 6k4 =4X6 =-3X4 - =3X8 =3X4 =3X6 1112X4 1' 6'2"11 5'9"5 20"1 5'9"15 5'9"15 59"5 6'2"11 1' f' fi'2"11 12' 14'0" 19'10" 25'7"15 Ni27'" 33'5"5 39'8" Loading Criteria (psf) TOLL: 20.00 TCDL: - 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to In C&C Dist a: 3.97 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4'T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4xO-3-11 x SP 93 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE TAT , Defl/CSI Criteria PP Deflection in foe L/defl L/# VERT(LL): 0.164 F 999 240 VERT(TL): 0.379 F 999 180 HORZ(LL): 0.069 L - - HORZ(TL): 0.160 L - - Creep Factor: 1.5 Max TC CSI: 0.592 Max BC CSI: 0.603 Max Web CSI: 0.354 Mfg Specified Camber: VIEW Ver: 16.01.00F.0504.20 4001SA38FF5B81H08137F4800 2E95FB rfaSc iearasisaz.7 m�Ixu�`tiy ss3 wdwaladby Aas4c3 Kfto4.w, r2�&adsr�s�3sia:�asxasanm adan�^aaiad wnd many:delmni:. ras�lax. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL 1W B 1561 / 715 / 958 / - 1326 18.0 J 1561 /715 /958 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1404 - 2093 B - C 1617 -2856 G - H 1376 -2223 C - D 1350 -2262 H -I 1350 -2262 D - E 1376 - 2223 I - J 1616 - 2856 E- F 1404 - 2093 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - R 2494 -1317 O - N 1937 - 952 R-Q 2491 -1317 N-M 2491 -1346 Q - P 2491 -1317 M - L 2491 -1346 P - O 1937 - 922 L - J 2494 -1346 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R- C 273 - 5 O- G 286 -177 C - P 427 - 6W G - N 464 -172 E - P 464 -172 N - I 427 -600 E - O 286 -177 1- L 273 -4 F - O 221 - 283 —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 810, e. AppTy prates to each face of truss and position as shown above and on the Join Details, unless noted otherwise: (Zefer to 60A-Z for standard plate positions. a division of any its drawing,any failure to build the on this drawing or cover page re design shown. The suitability Job Number: 136DCS136 Ply: 1 SEQN: 635495 / T6 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" Lj OL Qty: 1 FROM: AH DRW: Truss Label: A8 Wgt: 215.6 Ibs / ... 09/29/17 7'109 13' 19'10" 26'8" 31'9"7 39'8" 7'10"9 + 5'1"7 + 6110" 6'10" 5'1"7 7'10"9 7 m5X8 m3X4 D E m5 F 12 0 o CIDr` 6 5,3X4C 21; G 3X4 m4X6(AA2) B H=4X6(A2) 1 P O; N M J 1112X4 =3X6-3X4 =3X8 m3X4=3X6 1112X4 T8"13 4'3"3 1' 6'10° 6'10 1' 3 T11"13 1� r1' 7'8"13 12' 13 19'10" 26'8" 27' " 31'11"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Sid: ASCE 7-10 P j: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf1 NA Ce: NA VERT(LL): 0.166 E 999 240 B 1561 / 716 / 953 ! - / 305 / 8.0 BOLL: 0.00 Enclosure: Closed Lu� NA Cs: NA VERT(TL): 0.383 E 999 180 H 1561 17165 1953 / - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0:066 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.152 J - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft I o C de / Misc Criteria Creep Factor. 1.5 H Min Br Width Re - 1.8 9 q Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.0 psf -Bldg Code: FBC 2014 RES Max TC CSI: 0.617 Bearings B & H are a rigid surface. 9 g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.531 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft RJep Factors Used: Yes Max Web CSI: 0.432 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft I I' RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 W�VE VIEW Ver: 16.02.01 D.0314.13 A - B 27 0 E - F 1507 -2281 Lumber B - C 1583 -2760 F - G 1439 -2299 C - D 1440 -2299 G - H 1582 -2760 Value Set: 13B (Effective 6/1/2013) D,- E 1507 -2281 H -1 27 0 Top chord 2x4 SP #1 Botchord 3 #1 We We SP f/3 Webs 2x4 SP Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "138" uses design values approved 1/30/2013 by ALSC B - P 2388 -1259 M - L 1992 - 997 P - O 2385 -1259 L - K 2385 -1288 ° Wind O - N 2385 -1259 K - J 2385 -1288 Member design based on both MWFRS and C&C.�m N - M 1992 -967 J - H 2388 -1288 Web Forces Per Ply NN Maximum (Ibs) Of W No 0'171.02. Webs Tens.Comp. Webs Tens. Comp. P - C 258 -14 M - F 400 - 262 C - N 367 -494 F - L 447 -224 D - N 447 -224 L - G 366 -494 D - M 400 - 262 G - J 258 -16 TE OF E - M 326 -409 46 01 SA38FF5881BOB57€490099 2E 85FB a'S tcYssrrRaaR nnl carc.�sisx ti¢ $ttcd=d=wbi Luwat4artk i �€... . uc.eAat�x;are th.Aca3ishAw�saE�rr� wig a 5N;� 8 32Y &l1taG7xd¢. t a� ".es�£�tlsvtss�•�r�aamzs9�+��d s�:��ail ssalmst oral oSMA1.i +ort#a v..s9a mrsr.ffis�tfbd rst ,�cilcttmnas czvim -WARNING- READ AND FOLLOW [ALL NOTES ON THIS DRAWING! ""'IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, linstalling and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherMse,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 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. E�efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall of be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI!( PI 1, or for handlin shippin ,installation and bracing of trusses.A seal on this drawing or cover page, _ listing this drawing indicates acceptance of pro-fessrona I 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. A i Job Number: 136DCS136 Ply: 1 SEQN: 539466 / T23 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A9 Wgt: 207.2 Ibs / ... 09/29/17 66'1+ A"0" 5 f 387 1- 39'8"4+T"1 7 9 15 2715 57 64"9 v m =4X6 m5X8 1112X4 1112X4 m5X6 =3X8 men 112X4 6'2"13 5'9"3 7'10" T10" 5'9"3 6'2"13 1. 6'2"13 12' 19'10" 2T8" 33'5"3 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): 0.183 E 999 240 Lu: NA Cs: NA VERT(TL): 0.422 E 999' 180 Snow Duration: NA HORZ(LL): 0.068 J - - HORZ(fL): 0.157 J - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.617 TPI Std: 2007 Max BC CSI: 0.629 Rep Factors Used: Yes Max Web CSI: 0.580 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1560 1717 /947 I- /285 18.0 H 1560 1717 1947 / - /- 18.0 Wind reactions based on MWFRS B Min Brg WidthReq = 1.8 H Min Brg WidthReq = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-B 27 0 E-F 1616 -2483 B - C 1631 -2819 F - G 1475 -2391 C - D 1476 - 2391 G - H 1631 - 2819 D-E 1616 -2483 H-1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 2454 -1322 L - K 2079 -1066 N - M 2452 -1323 K - J 2452 -1352 M - L 2079 -1036 J - H 2454 -1352 e� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. N. 047182tee. N-C 212 -6 L-F 509 -321 + C - M 328 - 427 F - K 431 -168 a� D - L 509 - 321 K - G 328 - 427 M-D 431 -168 G-J 212 -8 0, F E - L 364 -462 40 015A38 FF 50 SIB0 BB 7F48 00 99 22E 85 FB INC iza-h=W...Jwaledbyua tt9Marm", K(R.. rt.U71821 an Oe datashownat :m UP108 a Siwl aaafhareaxzimcs comic. P�tad c��x�ist� eiEa.er�t.'rxmm nazcttrxd3xa8 sfigrree§aamd :ttalad acid zisa 2 asihenGsa9acade nce4 bar3fdd cxr aateczranY_ czrjns. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refe[ to and follow the latest edition of BCSI (Building f Safety Information, bV TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. AppTy plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of if i i,ortor n acceptance any structure its drawin any failure to build the on this drawing or cover pa e_ to design shown. The suitability rP11 Sec.2. :A www.sbdndustry.com: ICC: www.iccsafe. Job Number: 136DCS136 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Truss Label: Al 1 7'10"8 11' T10"8 3'1"8 =5X8 D T 12 6 p 9 m 0 1M =4X6(A2) B A S R 112X4 EaX 7'8"12 3'3"4 T8"12 11' Qty:1 DRW: 8.4 Ibs I FROM: AH 497 / T5 /HIPS I / 16'10"2 19'10" 22'9"15 28'8" 31'9"8 39'8" 5 10"2 2'11"14 2'11"15 5'10"1 3'1"8 7'10"8 1112X4 =5X6 I12X4 =5X8 E F G H P O a3X8 m3X8 4'10"2 5'11"13 4'10"l 09/29/17 T iq iv �K6(A2) o X6E 3X4 112X4 1' 7'8"12 i 1. 28'8" 374 39'8" 31'1 1 a 3X4 Loading Criteria (pso TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL:10.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 it Show Pg: Pit Ll Sriow Criteria (Pg,Pf in PSF) Deft/CSI Criteria NA Ct: NA CAT: NA PP Deflection in loc Udefl U# NA Ce: NA VERT(LL): 0.188 F 999 240 NA Cs: NA VERT(TL): 0.433 F 999 180 Duration: NA HORZ(LL): 0.069 L - - HORZ(TL): 0.158 L - - / Misc Criteria CreepFactor. 1.5 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1560 / 718 / 940 / - / 264 18.0 J 1560 / 718 / 940 / - / - / 8.0 Wind reactions based on MWFRS B Min Big Width Req = 1.8 J Min Brg Width Req = 1.8 Code Soffit: 2.00 TCDL:4.2 sf p Bld I g Code: FBC 2014 RES Max TC CSI: 0.615 Bearings B & J are a rigid surface. Load Duration: 1.25 BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h 'TPI I Std: 2007 Max BC CSI: 0.511 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CS 1: 0.485 Loc. from endwall: not in 9.00 it FT/RT:20(0)/l 0(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: 16.02.01D.0314.13 A - B 27 0 F - G B - C 1613 -2757 G - H 1681 -2604 1681 -2604 Lumber C - D 1551 -2432 H - I 1551 -2432 Value Set: 13B (Effective 6!1l2013) D - E 1681 -2605 1- J 1612 -2757 Top chord 2x4 SP #1 E - F 1681 -2605 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Camp. approved 1/30/2013 by ALSC B - S 2384 -1284 O - N 2125 -1106 " Wind' Member design based on both MWFRS and C&C. S-R 2381 -1284 N-M R - Q 2125 -1076 M - L 2125 -1106 2381 -1313 �� Q - P 2125 -1076 L - J 2384 -1313 as P -0 2525 -1376 NO 047162 Maximum Web Forces Per Ply (Ibs) ow Webs Tens.Comp. Webs Tens. Comp_ � S-C 231 -19 F-O 87 -93 C - R 330 - 408 G - O D R 396 O H 254 - 296 662 °« - -257 - D P 662 H - M -410 396 -257 ye - -410 E - P 255 -296 M - 1 P-F 87 -93 I-L 330 -408 231 -20 015A 38,FF 5B 81 B0 SB 7F48-00 99 2E &5 F8 x Item lrubeen electr p jaad aides Wb$rAwxA M2,rtVm4 (ri.. itt.eaasez f cn tAexa9r ahaYvrc sag � sx�a erticit�ascoia ta�z.pluraftt saiace�.�:aa notc c9 as an#sealed anlIti the _-avdhmtLc &acc 9e mint bin wMad tit amgd twk, . ccglas.. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attacheTri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions. Aline, a division of ITW Buildin!.�Components Group Inc. sha I not be responsible for, any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippin� installation and bracing of t usses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professiom engineering responsibility solely for the design shown. The sui brlrty and use of this Q�awing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. 4 a Job Number: 136DCS136 Ply: 1 SEQN: 635500 / T22 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss label: Al Wgt 222.6 Ibs ! ... 09/29/17 29°8 T10°8 + 10'0"1� 16'2°9 20'0°1 } 22'3"5� 26'4"1 2 ' 398" 7'10"8 2'1"9 828 3'9°8 2'3"4 6'0°12 5 T10"8 TT =8X6 =3X4 =4X6 1112X4 I 1112X4 =3X4=H0308 =3X4 m3X8 m3X634X10 1112X4 1' 7'8"12 2'3"5 3'11"1 64"4 5'4"11 1'4" T8"12 1' h 7'812 10'0"1 11111 15'11"1 22-3"5 2T8" 29' 211"4 39'8" 12 ' 3~ 1'11°i i i Loading Criteria (pso 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 Udell U# LOG R / U / Rw / Rh / RL / W B 1561 / 718 / 930 / - 1257 / 8.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.227 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.524 G 901 180 K 1561 / 716 / 933 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.071 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.164 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria NCBCLL: 10,00 Mean Height: 15.00 ft Creep Factor: 1.5 K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 201'4 RES 9 Max TC CSI: 0.624 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.567 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.823 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 16.02.01D.0314.13 A - B 27 0 G - H 1846 -2897 Wind Duration: 1.60 WAVE, HS Lumber B - C 1631 -2759 H - 1 1568 -2356 C - D 1620 -2508 I - J 1584 -2459 Value Set: 13B (Effective 6/1/2013) D - E 1798 -2813 J - K 1628 -2755 Top chord 2x4 SP #1 E - F 1846-2897 K - L 27 0 Bot chord 2x4 SP #1 F - G 1846 -2897 Webs 2x4 SP #3 Lumber value set "1313" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Wind MR B - T 2386 -1304 P - O 2361 -1270 Member design based on both MWFRS and C&C. � T - S S R 2384 -1304 2198 O - N N M 2361 -1270 2379 .use - R-Q -1141 2198-1141 - M-K -1326 2382 -1327 4� ;� 1aft Q - P 2836 -1521 . Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. r. TAT F- OF T - C C-S 219 -22 334 G - P P-H 292 - 362 697 S -381 401 292 H N -421 1088 �„D - - - -1553 D - Q Q- 808 -491 318 -400 I - N N 1934 -1298 320 -376-21 -101 -M 9 01 sA88 EF 5B 91 B0 BB 7F49 00 99 2E'85 FB MU 15em It," been and wAad bz fi"a.'azti Madinat, i4ti. tA:.CdgS87..1 amthm Eatsthowa abn udns a SH$•1 �tlser,Y;catacrfm. fedcmp1=a1tb&doa=saara mot crmvJ&mad 4wda ds bd amd iiiee SfiA-: sa.RhemG'taAkxa cedeen t taarl4(�2d enm7decttark a-yias.. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingg handlin shippping, installing and bracing. -Refer to and follow the latest edifion of BCSI (Building Component Safety Information, by TPI anr7'SBCA) foF safety practices prior to pertormtng these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page- - listing this drawing, indicates acceptance of professrona7 engineering responsibility solely for the design shown. The suitabrlrty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. Fnr— int—}Inn — thle !M. —.-I nntee -- "nA th--h eitec- At PINE- unxvi alninnihu min• TPI- un,nu }nine} nm- CRPA- unuw ch•-inAucfn, -- Irr.—';—.fe nm Job Number: D136 SEQN: 4EBB 1828-Cal 6C LL OL /DR Horton /4EBB 1 B28-Cali "C" L I OL I PQty:11 FROM: AH 502 ! T4 /HIPS I DRW:I Truss Label: Al2 I WgL' 214.2 Ibs/ 09/29/17 T6 0tn 4X6(A2)B A 1-3� D_ p 112X4C 14513 51513 I "3 30'8" I 5'4"3 55423 1 13 =3X4 =5X6 =3X4 E F G 1a4 39W7"12 13 7'8"12 =-5X6 H I "6A4 i T J-4X6(A2) K R Q IN P O N M ES L =3X4 m3X6 =3X4 =3X8 =3X4 m3X6 =3X4 7'10"8 4'1"8 2-2"5 &7"11 57"11 2'2"5 4'1"8 7'10"8 12' 14'2"5 19'10" 25'5"11 27'8" 31'9°8 39'B" 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 Pt'f NA Ce: NA VERT(LL): 0.243 F 999 240 B 1561 / 720 / 921 ! - 1223 / 6.0 BCLL: 0.00 Enclosure: Closed Lli: NA Cs: NA VERT(TL): 0.561 F 842 180 J 1561 / 720 / 921 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.171 L - - B Min Brg Width Req = 1.8 NCBCLL:10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5 J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL:4.2 sf p i Bld Code: FBC 2014 RES Max TC CSI: 0.566 Bearings B & J are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h 19 TPI Std: 2007 Max BC CS(: 0.569 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rerp Factors Used: Yes Max Web CSI: 0.533 Loc. from endwall: not in 9.00 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: 16.02.01D.0314.13 A - B 27 0 F - G 2026 -3241 Lumber B - C 1644 -2768 G - H 1B83 -2977 C - D 1809 -2717 H - 1 1809 -2717 Value Set: 13B (Effective 6/1/2013) D - E 1883 -2977 I - J 1644 -2768 Top chord 2x4 SP #1 E - F 2026 -3241 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "l38" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/3012013 by ALSC Mfg)) B - R 2396 -1311 O - N 3010 -1634SO " Wind MAP R - Q 2262 -1188 N - M 2262 -1217 Member design based on both MWFRS and C&C. � v� Q - P 2262 -1188 M - L P 3010 L J 2262 -1217 2396 -0 -1624 - -1340 �e1,41,u Vio ° y* o Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - R 400 -322 O - G 304 -172 A R - D 485 -422 G - N D P 951 565 N H 373 -511 951 565 STATE,e - - - P E 373 H L - 485 - -511 - E O 304 L I -421 400 • mf��, - -172 - F-O 214 -286 -322 01 5A 38 FF 5B 9180 88 7F 49 00 99 2€ 95 FB S1,itlzmpntsast�saaak .srgstmdars2m�atad6yrAaa�saBAAatcs, ?£ .lCe.MU121 on the dafteshawaabawvbs a SNW'j as: mn[ieaai�isadr. find c��s�rcf�:s dxexycrr2�m emcmhsa&�ad �na�ami sealed and rise 5tswaas.•thmndcasieasrsxlen .[ he"Afbd an asycleamnk smyllus.. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceillnq Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as appiicab�e. 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 Buildingq�Components Group Inc.•shai 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 professions engineeringg responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Fnr more infnrmatim sea this hh's neneral nntes nave and these web sites: ALPINE: wwtv.aioineitw.com: TPI: wwwAr insfom, SBCA: wwwsbeindusW:com: [CC: www.iccsafe.om 7 Job Number: 136DCS136 Plyg::197.4 SEQN: 5394701 T24 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton AEBB 1828-Cali "C" LL OL y1 FROM: AH DRW. Truss Label: A13 Ibs .. / ... 09/29/17 6'0"1 14'4"14 18'0"1 20A"8 26'4°t 29' 32'10"3 39'8" 8'0"1 8'4"13 37°3 2'4"7 5'11°9 27"15 3'10"3 6'9"13 T =4X4 ==3X6 H=5X6 12 _ D E F S G mT 6 � 1 90M rn � v =3X6(A1)B J=3 A K Q P N M L =3X6 =4X6 ra4X10 �3Xf�3X8 134" 5'8° 20'8" 3'10"3 1 2'1"6 63"2 7'3"8 1'4° 10'8° 1� 8'1"13 IT 14'1" 20-4"8 27'B" 29' 39'8" Loading Criteria (pso 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 B 524 / 208 / 355 / - / 257 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.052 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.126 G 999 180 R* 317 / 143 / 155 / - /- 168.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.017 Q - - J 897 / 416 1606 / - /- / 8.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.041 Q - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 1.5 B Min B Width Re 1.5 r9 q Soffit: 2.00 TCDL: 4.2 sf p BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.622 R Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Sid: 2007 Max BC CSI: 0.798 J Min Brg Width Req = 1.5 B, R, & J are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Rep Factors Used: Yes Max Web CSI: 0.864 Bearings B 8 J require a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20(0)/l 0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. 0 El 40 015A 38 FF 50 81.BO BB 7F 48 00 99 2€ 85 FB Thk Asnss alati by taaxxrsd 5aartdsea; P£K.Lk.04T£Eil a SNAl 2U1he 6Mt'da9=d0. z�laaEII$ L[�ti�3531SiL�5 dLKC%247525la9 diUt [Fda51i�901i y6"� 313ll «."ajp{{ anc'thcaenaaLvsc!¢eautfiammxiifd�aaydectrmr say3as. Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G 448 -512 B - C 168 -470 G - H 756 -1019 C - D 591 - 231 H - I 743 -1043 D - E 448 -512 I - J 849 -1329 E-F 448 -512 J-K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - Q 341 - 234 N - M 1074 - 584 I Q - P 351 -234 M - L 1074 - 584 P - O 351 - 234 L - J 1128 - 649 O - N 795 -1059 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - Q 330 - 60 N - G 470 - 679 C - O 512 - 854 G - L 391 - 367 O - D 728 -1076 L - I 322 -339 D - N 1248 - 717 H - L 756 - 531 F - N 270 - 349 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attacher3 ri jd 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 160A-Z for standard plate positions_ Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drrawing or cover page, _ listing this drawing indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alvinefw.com: TPI: www.tpinstom: SBCA www.sbdndusW.com: ICC: www.iccsafe.om Job Number: 136DCS136 Ply: 1 SEQN: 635507 / T32 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C'Ll OL Qty: 1 FROM: AH DRW. Truss Label: A14G I Wgt 242.2 Ibs .. / ... 09/29117 7' 7 12 11110XD10(R) T 6 F,;- o g3X4C =6X12(C5) B =4XA6(C5) 1 s T 1113X4 U0° 12'3"6 1T3"3 1 19' 1022'4"1 2T4"10 32'8" 39'8" i 5'3"6 4'11°14 1'8"1 f K'"l3� 4'11"14 i 53°6 + 7' =pX4 TC2 1112X4=5X6=3X4 1112X4 TC3 p110X10(R) F G H I J_..,. K r1' 7'1°12 4'10"4 7'1"12 12' Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP. C Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: Bot chord 2x6 SP #1 :BC2 2x6 SP M-26: Webs 2x4 SP #3 :W2, W11 2x4 SP #1: :L1 Slider 2x4 SP #3: BLOCK LENGTH = 1.712' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.712' Lumber value set "l38" uses design values approved 1/30/2013 by ALSC Loading #1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. W1 =6X12(C5) L �3X4 M M-4 N(C5) Q P O =4X10 =H0710 1113X4 5'3°3 51"10 B3"3 4'10°4 17'Z"Z , ;Z 77'R^ Z7'R^A ZO�A^ )w Criteria (Pg,Pf in PSF) Defi1CSl Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL ! W NA Ce: NA VERT(LL): 0.534 H . 878 240 U 3139 / 1427 1- ! - / - / 8.0 NA Cs: NA VERT(TL): 1.246 H 376 180 M 3140 11428 1- ! - / - / 8.0 iw Duration: NA HORZ(LL): 0.110 D - - Wind reactions based on MWFRS HORZ(TL): 0.256 D - - U Min Brg Width Req = 3.7 le / Misc Criteria Creep Factor: 1.5 M Min Brg Width Req = 3.7 g Code: FBC 2014 RES Max TC CSI: 0.667 Bearings U & M are a rigid surface. Std: 2007 Max BC CSI: 0.799 Bearings U & M require a seat plate. Factors Used: No Max Web CSI: 0.708 RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) le Type(s): Chords Tens.Comp_ Chords Tens. Comp. VE,HS VIEW Ver: 16.02.01 D.0314.13 A-B 27 -20 H-I 4166 -9320 B - C 2843 - 6259 I - J 4166 - 9320 C - D 2791 - 6195 J - K 3602 - 8(A4 D - E 3601 - 8043 K - L 2793 - 6197 E - F 4165 - 9320 L - M 2844 - 6261 F - G 4165 -9320 M - N 27 -20 G - H 4165 - 9320 t�. Maximum Sot Chord Forces Per Chords Tens.Comp. Chords Ply (Ibs) Tens. Comp. XX, ' MA B - T 5504 -2466 Q - P 8171 -3676 li '� tr T - S 5530 - 2471 P - O 5532 - 2473 F. - S - R 8170 -3676 O - M 5506 -2467 "wo# _ R - Q 9426 -4242 � Maximum Web Forces Per Ply (Ibs) ( Webs Tens.Comp. Webs Tens. Comp. r � � �> STATE D-T 624 -123 H -Q D S 3044 I Q 126 -175 351 - -1368 - -423 • * S - E 893 -1510 Q - J 1389 -591 •a�'r E-R 1389 -592 J-P F - R 351 -424 P - K 892 -1510 3043 -1367 • R -H 126 -176 O - K 625 -125 140 01 SA38 FF 5B 81 BO BB 7F 48 00 99 2E85 FB 3kalt ltem'hssakten aie�ta jr ned and sealcdby rA "4CAattlft" (H.. t£t.tss73921 An�� dasa shoran obmwm tesaga snit a sentid'�rneaie. � ttcd cr�ilss�rxtPs dixxs'�x� RAtcs�sY�d d�o� �� smm�d an6 tlsc.SFAIa Ihcntirntimr "e nmt Ya serifiad» wydcawnk �yioz "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT`" FURNISH THIS DRAWING TO' ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg hanc lin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI ancl'SBCA) for safety practices prior to pertorming these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly and structural sheathing and bottom chord shall have a properly attaN rigid ceiling Locations shown for permanent lateral�restraint of webs shall have bracing installed per BCSI sections B3, B7 or 8810, as applicable. Apply plates to each face of truss and positio i as shown above and on the Joint Details, unless noted otherwise. j2efer to drawings 160A-Z for standard plate positions. At ine, a division of ITW Buildin�tL�Components Group Inc. shall not be responsible far any deviation from this drawing any failure to build the truss in conformance with ANSI> fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawingg indicates acceptance of profession. engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more infnnnatinn see this inb's Reneral notes nacre and these web sites- IALPINE7 www.alnineitw_com: TPI: www.toinst ara: SBCA: www.sbcindustrv.com: [CC: www.iccsafe.om 0. I - Job Number: 136DGS136 Ply: 1 SEQN: 635509 / T11 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: A15 Wgt: 204.4 Ibs .. / ... 09/29/17 T 711i15 137"1 1T11"15 8'1 "11 24'4"1 29' 11 33'3"8 39'8" r T 1' S 57"2 + 4'4"14 0" 12 5'S°6 4'7"15 7 4'3"8 + 8.4"8 r I =5X6 T �, 12 C m3X4 =3X61112X4 1 6� =5X6 D=5X6 E F G H 4*X4 TT o ro ILL =3X6(At)BKm3X6(A1) A:�� L 1I T S RI 1_ Q P O N M =3X4 =3X6 =3X4 m4X10 112X4 =3X6=3X8 IO2X4 13'8" 5' 21' F1'+ T7"12 + 410"4 11'3°8 5'7"2 1 5'3"10 3'5"11 { 4'S"4 62"12 1� 71"12 12' 133 9 18'10"11 24'2"5 27'8" 14 33'S"4 1 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL:5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C Snow Criteria (P9,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.036 N 999 240 B 578 / 259 1377 1- / 277 / 8.0 Lu: NA Cs: NA VERT(TL): 0.076 N 999 180 R 481 / 169 / 258 / 0 / 0 / 8.0 Snow Duration: NA HORZ(LL): 0.015 M - - U 1412 / 659 / 670 /- /- / 8.0 HORZ(TL): 0.034 M - - K 760 / 342 1520 /- 1- 18.0 Code / Misc Criteria Creep Factor. 1.5 Wind reactions based on MWFRS Bldg Code: FBC 2014 RES Max TC CSI: 0.578 B Min Brg Width Req = 1.5 TPI Std: 2007 Max BC CSI: 0.385 R Min Brg Width Req = 1.5 U Min Brg Width Req = 1.7 Rep Factors Used: Yes Max Web CSI: 0.962 K Min Brg Width Req 1.5 FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearings B, R, U, & K are a rigid surface. Plate Type(s): Bearings B, R, U, & K require a seat plate_ WAVE VIEW Ver: 16.02.01D.0314.13 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 654 - 559 B - C 656 - 687 H -1 902 - 711 C - D 690 - 586 I - J 904 - 712 D-E 159 -56 J-K 1131 -1109 E- F 654 - 558 K- L 27 0 .e1tffiJ)� _ F - G 654 -558 0 �,4+ffi� *Way 4 v Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ NO 04,7102 B - T S 547 -450 568 P - O O- N 599 599 -498 T- -425 -498 S - R 568 - 425 N - M 928 - 859 * R - Q 429 - 348 M - K 931 - 860 as Q - P 604 -498 STATE OF � w Maximum Web Forces Webs Tens.Comp. Per Ply (Ibs) Webs Tens. Comp. . 157 1483 1po t; T-D 213 P-H -1362 D R 685 H N 131 - -650 - -23 R - E E - Q 204 - 73 671 -677 I - N N - J 353 524 -353 -430 4001 38 FF 53 8ff .SJ BB 7F #S OO 99 2E $5 FB G - Q 286 - 331 J - M 223 - 32 riu{c Horse tras)uwt a4aci s%ncC.amS sealed 5Y 7Ra�sas]Mnri�ts3 PE (FL. uc.04;r%921 an -tan showaalwra+ wks25Hfini a�ier;�rsxscada. Pxtated coptnoftbi% damn-sstm not ct Wifcved sptdand.salad and dtc �:f-.�2 aethcnCn�zu3eodo enut �a wsdfb_Cea as�dectrora r=ins. **WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating handlingA shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building CompComponengt Safety Information, bVy TPI and'SBCA) f0F safety practices prior to performing these functions. Installers shall provide temporarryv per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachetl ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq 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 JoinfDetails, unless noted otherwise. (Zefer 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 professrona 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 ANSI1TPI 1 Sec.2. For more information see this iob's general notes pane and these web sites: ALPINE: www.aloinedw.com: TPI: www.toinstom: SBCA: www.sbcindusW.com: IM www.tocsafe.orq Job Number: 36 Truss LabelCA16C LL1 OL /DR Horton /4EBB 1828-Cali "C" L i OL I � '218.4 Ibs I FROMPaqe : fH 512 / T14 / GABL I DRW % 09l29/17 I 7' 2'11 r 13X" — 12 6 13'9"12 1- 18'8" 1 22'4"1 1 26'2"8 29' 3'9"13 4'10"4 3'8"1 3'10"7 2'9", li� 5X1D(SRS) s3X4 e5X12(E ,_D AI2X4r••lEF G H I J_ F 319"8� 3Y8" 2'9"8 T10"t L=5X6 �M'43X4 (Al) B AC N _ 4 Z Y X V u T S R Q P =3X4 =3X6 =3X4 �4X10 =-3X4 =3X8=-3X8 21' r1' T1"12 Z11"15 3'2"5 5'1"12 3'6"5 3'8"11 3'1" 211"4 TS"12 7'1"12 10,1"11 13A" 4 1818" 22'2"5 J6"4 25'11" 29' 31'11"4 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SO #1 Bot chord 2x4 SO #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. (**)1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. )w Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): -0.036 Q 999 240 B 528 / 240 / 340 /- 1317 18.0 NA Cs: NA VERT(TL): 0.075 P 999 180 W 731 / 276• / 342 1- /- / 8.0 iw Duration: NA HORZ(LL): 0.013 P - - U 1218 / 549 1590 / - / - / 8.0 HORZ(TL): 0.030 P - - N 790 1360 / 530 / - /- 18.0 ie / Misc Criteria Creep Factor: 1.5 Wind reactions based on MWFRS g Code: FBC 2014 RES Max TC CSI: 0.614 B Min Brg Width Req = 1.5 Std: 2007 Max BC CSI: 0.414 W Min Brg Width Req = 1.5 Factors Used: Yes Max Web CSI: 0.478 U Min Brg Width Req = 1.5 N Min Brg Width Req = 1.5 RT:20(0)/10(0) Mfg Specified Camber: Bearings B, W, U, & N are a rigid surface — to Type(s): Bearings B, W, U, & N require a seat plate. VE VIEW Ver: 16.02.01D.0314.13 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A- B 27 0 H- I 680 -683 B - C 652 - 573 I - J 680 -683 C - D 705 - 516 J - K 1006 - 863 D - E 393 - 297 K - L 989 - 739 E - F 389 -293 L - M 986 -766 41,talsolift, F - G 680 - 684 M - N 1099 -1106 " 0, 8t- G- H 680 -683 N- O 27 0 10 Maximum Sot Chord Forces Per Ply (Ibs) #� $ Chords Tens.Comp_ Chords Tens. Comp. B - Z 445 - 399 tJ - T 580 - 508 Z - Y 386 - 323 T - S 577 - 510 ' Y - X 386 - 319 S - R 733 - 628 +, 4 X - W 386 -319 R - Q 733 -628 W-V 464 -379 Q-P 911 -801 V-U 464 -379 P-N 914 -802 IS .ipv Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-Z 194 -72 I-U 221 -252 fl� 1*0 R$1Ltt Z-D D-Y M -95 100 -8 U-J T-J 1558 124 -1419 -2 38itiren 40 015A.38 EF 5B 81 BO B8 7F 48 00 99 2E R5 FS aatcesoek naa ssaladbymarusMarkinc;, D -AA 909 - 801 J - S 203 -164 (FLuc.xa7iez!onthedaft thawnabomwkgas}%.i AA-W 935 -825 S-K 136 -14 andGati'med". W-F 91 -175 K-Q 343 191 F -AB 421 -394 Q - M 638 -495 e�'mtcd ccpardv:dfficr..crtar,o narcra rsa sigradand ma6d AC -AD 422 -402 L-Q 565 -772 gab ti1d .s avthen6sa3icesoa1e mssst bssc&Wmarrydedranir AD-U 426 -403 M-P 279 -65 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING Td ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlinfor shi ping, installing and g. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byy TPI and'SBCA) satPety bracinpractices prior to pertorming these functions. Installers shall provide temporary bracing per BCSI. Unless noted othervvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceilinct Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 137,g 1 10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. er to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shl II not be responsible for any deviation from this drawing,any failure to build the truss In conformance with ANSIIfPI .1, or for handling shipp!ng, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of protessiona engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Suilding Designer per ANSI/TPI 1 Sec.2. Far more information see this iob's general no oaae and these web sites: ALPINE: www.aloineihv.com: TPI: www.minst.ora: SBCA: wwwsbdndustrv.com: ICC: www.tccsafe.ora s r Job Number: 136DCS136 Ply: 1 SEQN: 635512 / T14 / GABL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A16 Wgt: 218.4 Ibs Page 2 of 2 / ... 09/29/17 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. AA- E 66 - 75 V -AC 91 - 27 AB- G 79 -48 AD- H 18 -23 40 01 5A 38 FF 50 81 BUBB 7F48 00 99 ZE 85 FB ThUlhmhmbeenekeur yz ncu' ;. alcdt+Y 6Aa AWrttne, FE(&t.i&.CdF£H2f cn[�,m6aanshrwl�a!~avm ta^.�I�a stfA.1 ana3;5endra.trx�sada elands t rehh dmanonxare not cxr.Siamd s%nldmd st Itd and tirc,si 5centka47a�nr�fe must Da a�3fa.»lcn aa�saectmrk:. c>�ius. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,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 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer 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 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 professional engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. r....nn.o L.r ....an.....aa .;� in nano v ro and !ham weh e4a AI DIhIF- T 1- u. !Hind r...• eer .... ehrird ,a m.n- I ........ .r.. ...... Job Number. 136DCS136 Ply: SEQN: 4EBs 1828-LabelCB1GE LL OL /DR Horton 14EBB 1828-Cali "C" L i OL I Wgt1134.4 Ibs I FROM: AH9473 / T2 / GABL I DRWTrus; 09/29/17 I 21'4' Z8" —{+ 1'4- —1 (TYP) l a4X4 H J G K 12 F L 6 r„ E M ion D N m C O M2X4(A1) B PH2X4(A1) A O AE AD AC AB AA Z Y Xm3X4 W V U T S R 21'4" 21'4" 21'4" Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.001 H 999 240 p. 81 / 37 139 / - / 11 / 256 BOLL: 0.00 Enclosure: Closed �u: NA Cs: NA VERT(TL): 0.001 AE 999 180 Wind reactions based on MWFRS Risk Category: 11 BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.002 J - - B Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(fL): 0.003 J - - Bearing B is a rigid surface. Mean Height: 15.00 ft Code / Mi.. Criteria CreepFactor. 1.5 NCBCLL: 10.00 TCDL: 4.2 psf I Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 It �ep Factors Used: Yes Max Web CS 1: 0.088 A - B 27 0 1- J 304 -24 Loc. from endwall: Any f T/RT:20(0)/10(0) Mfg Specified Camber: B - C 87 -12D J - K 253 -21 GCpi: 0.18 Plate Type(s): C - D 80 -90 K - L 202 -23 Wind Duration: 1.60 NAVE VIEW Ver: 16.01.00F.0504.20 D - E 105 -71 L - M 154 -43 Lumber E - F 153 -50 M - N 105 -64 F - G 202 -29 N - O 74 - 84 Value Set: 13B (Effective 6/112013) G - H 253 -21 O - P 81 -113 Top chord 2x4 SP #1 H -1 303 -24 P - Q 27 0 Bot chord 2x4 SP Al Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Chord Forces Per Ply (Ibs) 9 Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC rj B -AE 175 -108 X - W 192 -107 " Plating Notes AE-AD 183 -110 W - V 191 -107 All plates are 2X4 except as noted.va m , AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 Wind ax OEMv AB -AA 190 -112 T-S 185 -105 Member design based on both MWFRS and C&C. s AA- Z 191 -112 S - R 183 -104 No 0471.621Z-Y 192 -113 R-P 175 -103 Additional Notes Y - X 192 -107 See DWGS A16015ENC101014 & GBLLETIN1014 for, gable wind bracing and other requirements., Maximum Gable Forces Per Ply (lbs) # Gables Tens.Comp. Gables Tens. Camp. .0STATE.OF �s C -AE 174 -103 W - J 187 - 83 0 D -AD 88 -65 V - K 153 -73 E -AC 101 -74 U - L 100 -73 101 -74 G -AA 153 -73 S - N 88 -65 SERIAL H - Z 187 -83 R - O 174 -103 40015A38FF5B81808137F48(30592t$5F13 I-X 0 -162 stilt3rarnbh bz eltamatcaW 3�aod 2,rj =alad by fAwm,4 martm'ua; '®£(sL. tt{. b'#T.FH2( a£i t�1fi Ef8$C s1m WR it96t fY.2a8354f.'r3. a§'a�i atiCcaadsri coda. Pilatad crpiaszf this dmu=4z m cot a: W kzvd sgnaaf m9 mbd a ad tFce�iiA.•t asahcnt'+eats oe iemast Ca aassif'ca my rdaetmnk C InL. ""WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olhenvise,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. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BUildln�LComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this rawing or cover page_ . listing this drawing indicates acceptance of professiona engineeringg responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 11 Job Number: 136DCS136 Ply: 1 SEQN: 5394741 T3 / GABL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: C1GE Wgt: 78.4lbs / ... 09/29/17 7' 14' 7' T �- 1-8- —+-(TYPI G=4X4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.16 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 14' -i 14' 14' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Po: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 L* 84 / 39 / 40 1- / 12 Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.002 E - - B Min Brg Width Req = - HORZ(TL):-0.002 E Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 1.5 1168 Bldg Code: FBC 2014 RES Max TC CSI: 0.115 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 - 26 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 -66 H -1 157 -48 Plate Type(s): C - D 61 -28 1- J 105 -69 WAVE VIEW Ver: 16.01.00F.0504.20 D - E 113 -17 J - K 87 -89 E-F 165 -14 K-L 84 -106 F-G 221 -17 L-M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-V 145 -46 R-Q 164 -49 V-U 153 -47 Q-P 159 -50 U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 S-R 164 -49 N-L 144 -55 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C - V 122 -56 Q - H 205 -83 D-U 115 -75 E-T 159 -72 P-1 159 -72 O-J 115 -75 e x F - S 205 - 83 G-R 13 -89 N - K 122 56 40015A39FF5081BO807174900992E85F6 VfU itern IN,,i bb elearaai *tad and waiadby W,4-,O Martin", PE(51.. c.�t73B2t on [hms"sabx spawn at�mam tom' gaSHT«2 aatst�azeassceie_ e ttd eepindthk dtX�Aa flat CL Wiimit gpm2wl S"bd ant 11se S, kas cnfficaE xawde nmtd *mMied==ydcctrardr —pies. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and'SBCA) t safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oytherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly oid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, e. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {2efer to 60A-Z for standard plate positions. a division of iHj 1,ortorn acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suifabiiity Job Number: 136DCS136 I Ply: 1 I SEQN: 635514 / T28 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1628-Cali "C" Lt OL Qty: 2 FROM: AH DRW: Truss Label: D1 I Wgt: 37.8 Ibs .. / ... 09/29/17 5' + 10, 5' S' Cm4X4 12 6 p CM I I Oi e�- iV M 2X4(A1)B D=2X4(A1) M 1 A E Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. "'WARNING- READ AND FOL "IMPORTANT" FURNISH THIS DRAWING a division of ITW Buildingg�Components Group In conformance with ANSI PI 1, or for Handling e this drawing indicates acceptance of profe: ie of this gnawing for any structure is the re: infnrmatinn see this ioh's neneral notes oaae and these web F 1112X4 919"8 1i"14 AN 5! -{- 5' 5' 10, ow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Lac R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): -0.012 F 999 240 B 438 / 225 / 425 / - / 134 / 3.5 NA Cs: NA VERT(TL): 0.014 F 999 180 D 438 1220 1257 ! - /- / 3.5 )w Duration: NA HORZ(LL): -0.005 F - - Wind reactions based on MWFRS HORZ(TL): 0.006 F - - B Min Big Width Req = 1.5 de / Misc Criteria Creep Factor. 1.5 D Min Big Width Req = 1.5 g Code: FBC 2014 RES Max TC CSI: 0.291 Bearings B & D are a rigid surface. Std: 2007 Max BC CSI: 0.263 Factors Used: Yes Max Web CSI: 0.091 Maximum Top Chord Forces Per Ply (Ibs) RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. to Type(s): A - B 27 0 C - D 796 -503 EVE VIEW Ver: 16.02.01D.0314.13 B - C 830 -503 D - E 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 428 - 611 F - D 428 - 611 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 306 - 424 No 04, r STAXE OF e 40015A38FF5B81BOB87f4800992E85 FB Thh hem3cazbomck nodznda ledby ma=m Marth= F£(irt., Lk.0471,11210ri 6C daft shawnafxivt+r.3ngasNA<a as�hemGca4s�remdo. Psbtad ecpesafttos dacecxrrdima nrstc ild,:rodsipadang=Ind =6 m=rdeetrnnk . culm. N ALL NOTES ON THIS DRAWING! ALL CONTRACTORS INCLUDING THE INSTALLERS 3, installing and bracing. Refer to and follow the latest edition of BCSI (Building )ractices prior to performing these functions. Installers shall provide temporary e properly attached structural sheathing and bottom chord shall have a progeny restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, as shown above and on the Join Details, unless noted otherwise. (2efer to If not be responsible for any deviation from this drawing,any failure to build the iqq installation and bracing of tnisses.A seal on this drawing or cover page, _ aT'engineering responsibility solely_forthe design shown. The suitability Job Number: 136DCS136 Ply: 1 SEQN: 6890311 T30 ! HIPS 4EBB 1828-Cali "C" LL OL /DR Horton MESS 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: D2G Wgt 44.8 Ibs .. / ... 09/29/17 t 3' } 7' r 3' 4' 12 C-5X6 T 6� 3X4(A1) B 413 A H 1112X4 =fc6 = 5A1+ 10, 3' 1 l 3'1"12 3'6"12 3'3"8 1, 3112 1 6'8"8 10, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.013 G 999 240 B 568 1271 / - ! - ! - 13.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.029 G 999 180 E 568 1271 / - / - / - / 3.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.005 G - - Wind reactions based on MWFRS EXP: C HORZ L 0.012 G - - B Min Br Width Re 1.5 Des CLLd: 0.000 Mean Height: 15.00 ft �) 9 q 9 Code / Misc Criteria CreepFactor: 1.5 E Min Brg Width Req = 1.5 Noffit: 2. 0 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: 0.184 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.170 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: No Max Web CSI: 0.063 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 -20 D - E 379 -840 Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 B - C 379 -846 E - F 27 -20 Lumber C - D 318 -755 Value Set: 13B (Effective 6/1/2013) Maximum Sot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #1 Webs 2x4 SP 93 B - H 729 -318 G - E 725 -318 Lumber value set "l3B" uses design values H - G 744 -318 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. #1 hip supports 3-0-0 jacks with no webs. 1 4x- Ate �.. rww C- H 162 0 G- D 165 0 Left side jacks have 3-0-0 setback with 0-1 4 cant { E . C - G 12 0 and 1-0-0 overhang. End Jacks have 3-0-0 setback x " with 0-1-4 cant and 1-0-0 overhang. Right side jacks 047*' have 3-0-0 setback with 0-1-4 cant and 1-0-0 e overhang. Wind Wind loads and reactions based on MWFRS. STATE OF Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. 40 01 SA38 FF 5B 8180 BB 7F48-00 99 2E 85 FB rah 13amines 8�xaaa olazuq s�nad.arr5 scalad?Sy taasaac3 MtartOtas; �E(r�..lrs.#47EH3.(an�ia: �aSa zhar!"a9x�a u2�nga5Ht Z maaiierf`,,� 'Lrlsca�R.. ;:s�aac� cc�}asezrtfvs dfl='€a3m s�dEecxsst2cs.9 n.e4aanri salad saE tYax.�f,-.«4 ag4ten�c+IIosa c�1a m�si 8ammvif�f �a�pdcatm"k rn�ias. "WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached " 'd 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. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincLQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; IM. www.iccsafe.org Job Number: 136DCS136 I Ply: 1 SEQN: 539476 / T27 / VAL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: V4 I Wgt 16.8 Ibs .. / ... 09/29/17 1'10" 3'8" 1'10" 1'10" 12 6 A 3X4(D1) B=3X4=3X4?1) 3'8" 3'8" 3'8" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL: 7.00 Speed: 160 mph PF NA Ce: NA VERT(LL): -0.003 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.006 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.001 - - EXP: C Des Ld: 37.00 HORZ(TL):-0.002 Mean Height: 15.00 It - - Code ! Misc Criteria Creep Factor. 1.5 NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.050 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.063 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc, from endwall: not in 9.00 it FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. MAP Additional Notes See DWG VALI60101014 for valley details. .. r `4"e M, +,: TA' 40 015A38 FF 50 8180 8B 7F48 00 99 ZE 85 FB 3lltltamZ<'asIDccnakttmatcr>�ra nadmdz IadbyrAa IMarm", n (Z ttc.9471121 on 0 a data Shawn aban Woo a SHA•1 autlt amdtaticzx uda. ?vhtad copicsortUd docurentare not un11&=d:toc6.a d=lad =6the wvmas tbantltnuonaadcm,-tbisewb dawaaydactrnrk covicz ♦ Maximum Reactions (Ibs), or'=PLF Loc R I /Rw /Rh /RL /W D' 75 /21 /36 /- /6 144.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 171 -150 B-C 171 -150 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 148 -135 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPCLUDING THE TALLERS ui a extreme care n fabric ling, handlingSH THIS n�hipping installing WING TO ALL and bracing. Refer to and follow he latestdition of BCSI (Building Safety Information, by TPI and SBCA) n safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly Cceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 910, . Apply plates to each face of truss andl position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to a division of ITW Buildin Components Group' Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of Vusses.A seal on this drawing or cover page this drawing, indicates acceptance of professional engineering responsibility solely_for the design shown. The suitability of this drawing for any Job Number: 136DCS136 Ply: 1 SEQN: 539477 / T20 / VAL 4EBB 182E-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: V8 Wgt: 25.2 Ibs / ... 09/29/17 3'10" 7'8" 3'10" 310" 12 B=4X4 6 T 7t 3X4(D1)=3X4(D1) A C 1 -6-, E D 1112X4 7'8" 3'10" 3'10" } 3'10" 7'8" { Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt 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 E- 75 128 / 36 /- / 8 192.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.008 D 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.013 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.003 D - - E Min Big Width Req = - Des Ld: 37.00 EXP. CHORZ(TL):-0.005 D - - Bearing E is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 It TCDL: 4.2 psf Cree Factor: 1.5 p Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.126 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h12 to h TPI Sid: 2007 Max BC CSI: 0.108 Chords Tens.Comp. Chords Tens. Comp. A - B 189 -158 B - C 189 -158 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.100 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): % Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-D 213 -137 D-C 213 -137 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs Tens.Comp. Webs 2x4 SP #3 Lumber value set "13B" uses design values B - D 336 -295 approved 1/30/2013 by ALSC y�� Wind Member design based on both MWFRS and C&C. Additional Notes 4llk '$ See DWG VAL160101014 for valley details. bw 10 No 047182 E L 40 015A38 FF 56 81 B0 813 7F4E CO 99 2E 85 FB M 3tanirsabcen afczseu+ic j^.(racd W4s Wby kA "A manta, '€'£ (FL. i&. @t3Ei� CSI ti�datattwwa a usdn$ a 53N6.1 aenN.saz�:razcada, meadcrf&e aftfi&dc=va=natcrssiimedsio3 =da lad ar..d 11em dL-z=Aepttotanmdo, not b� wafid cn asy deafart�_- 1m' "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq handlin shipttping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy 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 sheathingg and bottom chord shall have a propper"ly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 610, as applicable. Appty pplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {2efer to drawings 160A-Z for siandard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�PI 1, or for handling, shipping, installation and bracing of trusses.A seat on this drawing or listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. 9rawing cover page. _ The suitability and use of this for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. Into ; SBCA: www.sbrindu .com: ICC: www.iccsafe.or Job Number: 136DCS136 I Ply: 1 SEQN: 539478 / T19 / EJAC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 8 FROM: AH DRW: Truss Label: EJ7 I Wgt 23.8 Ibs / ... 09/29/17 C 12 6 co o to "v 2X4(A1) B A D 1 r 7' I 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 336 / 117 / 259 / - 1173 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 / 101 / - 1- / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 D - - C 171 / 133 / 91 / - !- / 1.5 Des Ld: 37.00 EXP: C L 0.031 D - - HORZ�) Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code I Misc Criteria Creep Factor. 1.5 B Min B Width Re 1.5 r9 q Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.496 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.368 C Min Brg Width Req = - Bearing B a rigidseatsurface. Spacing: 24.0 " P 9� C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 r Bearing B requires a seat plate. LOG. from endwall: not in 4.50 FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 I Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp_ Lumber A-B 27 0 B-C 77 -151 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 "l36" uses design values approved 1/30/2013 by ALSC B - D 0 0 Wind��X Member design based on both MWFRS and C&C. ice.ai� No 047102 • 0 STATE Of s - .1 40015A38FF5B81BO8137F4800492E95 FB rtdr itarn hasbem mketrjsi�nad adz9:aaldd by IAaaimml Maritnaz, fE 4. ttc. C471a21 on thadata Shawn ahavm u^.dog a PWI at�entncazicas,*mde. pm'ed coieksccf&id docc7maam notc=.zldcrad 5gnrdand z lad and iic m-::o i=thcntxatimoodernwi baaedfkzd on ase doctmak ccrjdt. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for sa>Pety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attaches 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. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing,indicates acceptance of pFofessiona7 engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is file responsibility of the Building Designer per ANSlrTPI 1 Sec.2. For more information see this lob's oeneml notes pane and these web sites: ALPINE: www.alpineltw.com; TPI: www.tPinst.orp; SBCA wwwsbcindustry.com; [CC: www.iccsafe.org _ Job Number: 136DCS136 Ply: 1 SEQN: 539479 / T12 / EJAC I 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 6 FROM: AH DRW. Truss Label: EJ7A Wgt: 21.0 Ibs / .. 09/29/17 2X4(A' Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.017 C - HORZ(TL): 0.034 C - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.505 TPI Std: 2007 Max BC CSI: 0.373 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): . WAVE VIEW Ver: 16.01.00F.0504.20 No 72 a� Ir r "* w Ta V1 40 01 5A 38 FF 58 81 BO BB 7F48 00 99 2E 85 FB This itntnbnxbem Iles m ysl�nad am5xaled by rAa lMaranas, P£ in. Lk. Nr:E2) an the dau shavon abme trkj; a 5NA•1 adzthen�141C9Y�4 Prbrcd agt�s arf tEds doccecmzi avm nottam3�&sad ugrrd and;e{ed an6 thc:s? tauShenYtraticaaccsdcn [3za xtdf3ed msaydectmnk ffiylaL B ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 270 /79 /188 /- /151 /8.0 C 128 121 / 104 / - /- 11.5 B 174 /135 /95 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 78 -152 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bVV TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathincl and bottom chord shall have a properly �id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or p10, e. A1131 Dlates to each face of truss and Dosition as shown above and on the Join f Details, unless noted otherwise. {2efer to a division of i PI 1, or for h acceptance any structure its drawin any failure to build the on this drawing or cover page le design shown. The suitability rPl 1 Sec.2. Job Number: 136DCS136 I Ply 1 1 SEQN: 539480 / T16 / JACK 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL City: 4 FROM: AH DRW: Truss Label: BJ5 I Will: 16.8 lbs I / ... 09/29/17 2X4(A1) T A Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. 12 6 A 41 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.007 D - - HORZ(TL): 0.010 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.309 TPI Sid: 2007 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 40 015A38 FF 5B 81 BD BB 7F48 00 99.2E 85 FB ThU Itetnfto;tit>eatakW�ys read mid r Iadby rOa tl marthus, aE (Z ltt. tt47liul on the date spawn abrm tcing a S14A�1 mffiientimtlenaada. wke'd ceyiasartHs dM==wA ma not mnsiderad srVmi and m1ad and 64-91A-7. =thm6mdoncozle rnv tba+ansM dm=ydectNW-- dins. C n ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 263 196 / 208 /- / 129 / 8.0 D 90 113 /70 /- /- /1.5 C 119 /93 /62 /- !- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '"IMPORTANT" FURNISH THIS DRA�VING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI anQ'SBCA) for safety practices prior to performing these functions. Installers shall provide tempora BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pPl y id ceilingQ. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or t e. AoD?v Dlates to each face of truss and Dosition as shown above and on the JoinfDetails. unless noted otherwise. fifer to a division of any failure to build the g or cover page m. The suitability v.com: [CC: www.itxsafe + Job Number: 136DCS136 Ply: 1 I SEQN: 539481 I T17 I JACK 4EBB 182E-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL City: 4 FROM: AH DRW: Truss Label: BJ3 Wgt: 12.6 Ibs .. / ... 09/29/17 C 12 6 M O LID 2X4(A1) B CV A D 3' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA . CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): -0.003 D - - Des Ld: 37.00 EXP: C HORZ(TL):-0.003 D - - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 it TCDL: 4.2 psi Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.174 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.072 Spacing: 24.0 " C&C Dist a: 3.00 it 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): VIEW Ver: 16.01.00F.0504.20 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and CBC. Na 71 TA rz OF t, w " ` "+@ SERIAL k 40 01 5A 38 FF 5B 8180 BB 7F48 00 99 2E 85 FB r61iltemimbtm¢kztr¢a&a /s8gnedandual¢4bfMuuclMaru¢z, PE (FL. Ltc.947:921 an Me da¢¢ slowe abwm tr^ling a SW) 1 aUMCA=t=Wd& FibUd rwAmcnatcussl&=dikudandsalad and tha,Si 4ss4tcantka4&.xs4n+1¢ni t bawafizd maeyd"Imnk =im. ♦ Maximum Reactions (Ibs) LOG R I /Rw /Rh /RL /W B 193 / 76 / 162 / - / 86 / 8.0 D 51 /6 141 /- /- /1.5 C 64 /51 /30 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly lid ceilingg Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610, _ Appfy plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to a division of 'TPI 1; or for h acceptance any structure its drawin any failure to build the on this drawing or cover page ie design shown. The suitability more Job Number: 136DCS136 I Ply: 1 SEQN: 6890271 T34 / EJAC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" Ll[ OL Qty: 4 FROM: AH DRW: Truss Label: EJ3A I I Wat 12.6 Ibs I I ... / ... 09/29/17 C 12 6 M O '0 2X4(A1) B I � CV AI o i 1� Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 190 / 93 1201 / - / 86 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 52 134 / 74 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - - C 66 / 50 / 37 / - / - / 1.5 Des Ld: 37.00 EXP: C Mean Height: 15.00 ft HORZ(TL):-0.003 D - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 4.2 sf p Code / Misc Criteria Creep Factor. 1.5 B Min Br Width Re 1.5 9 q Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.178 D Min Brg WidthReq = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSi: 0.078 C Min Brg Width Req = - Bearing B is a rigid surface.Loc. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 Lumber A- B 27 0 B- C 29 -106 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bat Chord Forces Per Ply (Ibs) Bat chord 2x4 SP 91 Chords Tens.Comp. Lumber value set "13B" uses design values B - D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. lfr Left cantilever is exposed to wind�� Left bottom chord exposed to wind. g 71 wr 41 sent. , a ac ft A a Vo h 40 015A38 FF58 81 BO BB 7F48 00 99 2E 85 FB dads ltamisasbtdaakctrmstca ysismad asdseaiad by MwxA Mambas, ltc.fftit&21 on the dab¢ sdwwa abana trhg a SRA-i authenCcatteas�+s t+sdatad eopdasnrthh dooLmefsara not ccmddr d%Wad=4 scaled and tis¢.SNRal auihanticatieces cafe mend tm vardfic:l rn acsydextmnie caviar. "WARNING" READ A�D FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, bV TPI and SBCA) for safety practices prior to performing these functions. installers shall provide temporarryy bracing er BCSI. Unless noted a herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheyrigid 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 trussland position as shown above and on the Joint Details, unless noted otherwise. fkefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinq-Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in confornance with ANSII-PI 1, or for handling shipping, installation and bracing of trlsses.A seal on this drawing or cover page _ listing this drawing indicates acceptance ofj 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 ANSI1TP11 Sec.2. Job Number: 136DCS136 Ply: 1 1 SEQN: 539483 / T18 / JACK 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1 B28-Cali "C" LL OL Qty: 4 FROM: AH DRW. Truss Label: BJ1 Wgt: 11.2 Ibs .. / ... 09/29/17 V Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 91 Bot chord 2x4 SP 91 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 12 6 � C 2X4(A1) B W 1' 1' Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D - HORZ(fL): 0.000 D - Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 TPI Sid: 2007 Max BC CSI: 0.015 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 No 047 , . � r 40 015A38 FF 5B 8180 B57F48 00 99 2E 85 FB Ttaltit¢mhaahsscn eladmakwNslpad and aaaikby fAwa,.t matt tarv, j n(a. itc.MaS1531 came dtlelhalua abamung aSliA•1 ' as.thcaGca::�azcYa 2t3aead ce iaz,mich:ei«�-. .* moot cawMwed v�n�acdsealed and ft S-m l code owt ba varif ed =atrgd"trunk r Vlm ♦ Maximum Reactions (Ibs) LOG R /U /Rw /Rh /RL /W B 150 177 / 145 1- / 42 / 8.0 D 11 /10 /18 /- !- /1.5 C -14 /28 /25 /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Big Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Camp. A-B 27 0 B-C 28 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) b� safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a 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 Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccL�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 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 ANSIITPI 1 Sec.2. For more information see this'oVs general notes page and time web sites: ALPINE: www.ai ineftw.com; TPI: www. inst.o ; SBCA www.sbdndu .com; [CC: www.iccsafe.or Job Number: Ply: 1 4EBB 1828-CBJ1ACLL OL /DR Horton MEBB 1828-Cali "C" LI OL I y: 11.2 Ibs I FROM: AH 025 (T31 / JACK I DRWTru; 09/29/17 I 4"13 t 12 ,6 � C 1IT 11 I t Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TOLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefi U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D Des Ld: 37.00 EXP. C Mean Height: 15.00 ft HORZ(TL): 0.000 D - NCBCLL: 10.00 Code / Misc Criteria TCDL: 4.2 psf Cree Factor: 1.5 P Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.163 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.013 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CS 1: 0.000 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 17.01.01A.0723.13 Wind Duration: 1.60 WAVE Lumber 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 ��'tvilow Member design based on both MWFRS and C&C. Left cantilever is exposed to wind Left bottom chord exposed to wind. try - '1; a s STATE OF too ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 134 190 / 155 / - / 42 13.5 D 13 /3 /11 1- /- /1.5 C 1 119 118 /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 25 0 B-C. 19 -16 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 40 015A3S FF 5B 81 Bt1 BB 7F49 00 99 2E 85 FB &i'dtitamixta&acctte�tt ,nad:=,J*=kdbyrAmt 164artka4 8E (rL, L&."71221 cts the data Shawn abflrm aa^. ng asHA-i s®rsdtaWn=da. Pem"d copt.x0f 'A timumz-a M not CM!1asad 14 td aadmlad asa6 d2 ..0..Yz:athett§caE waca6e n=tiae vmfirzm=Vdeamrk, sr�1a5. —WARNING" READ AND IFOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s reqquire extreme care in fabricafingg handlin f shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, byy TPI anc7'SBCA) fof safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted 0 herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, ;cable. Apply plate- to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise, (2efer to Is 160A-Z for standard plate positions. a division of ITW Building Components Group inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI9 PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. _ this drawing in acceptance of professional engineering responsibility solely for the design shown. The suitability le of this yawing for any structure is a responsibility of the Building Designer per ANSIITPI 1 Sec.2. ON Job Number: 136DCS136 Ply: 1 SEQN: 539485 / T21 / HIP_ 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 2 FROM: AH DRW: Truss Label: CJ7 Wgt: 42.0 Ibs / ... 09/29/17 67 9110"1 6'3" 3'7" T 4'3 1 6'1"4 3'2" 6"1 �— 1'5" 6'1"4 9'3"4 9'1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf., NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE STATE 0 Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.014 G 999 240 B 326 / 154 / - / - /- / 10.6 VERT(TL): 0.032 G 999 180 E 410 / 129 / - 10 / 0 11.5 HORZ(LL): 0.004 F - - D 168 / 132 / - / - / - / 1.5 HORZ(TL): 0.009 F - - Wind reactions based on MWFRS Creep Factor. 1.5 B Min Brg Width Req = 1.5 Max TC CSI: 0.316 E Min Brg Width Req = - Max BC CSI: 0.308 D Min Brg Width Req = - Max Web CSI: 0.247 Bearing B is a rigid surface. Bearing B requires a seat plate. Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. A-B 9 -6 C-D 59 -74 B - C 295 - 638 40 01 SA38 FF 50 8180 8B 7F48 00 99 2E 85 FB (rt, uc, sxz:sri � C�a shown six azs}ng a sur<.i aertlraat�tt. znlsts 4opiasrddil ducur=A= not t riad +—tf=lad and the �-�LZ asdheaYs�fi'�eaas�s9en�Eizxa�3f�rxc a:aycilectror3: - �tas. Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 578 -259 F- E 0 0 G - F 570 - 262 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G-C 181 0 C-F 314 -684 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI and'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted a herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properyly .i!d ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, e. Appty plate. to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of 'Ih'I I,or Torn acceptance any structure failure to build the g or cover page in. The suitability Job Number: 136DCS136 Ply: 1 SEQN: 689029 / T29 / HIP_ 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" Ll OL Qty: 2 FROM: AH DRW. Truss Label: CJ3A I Wgt: 16.8 Ibs / ... 09/29/17 4.24 2X4(A1�)B T 4"8 I A �- 1'5" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "138" uses design values approved 1/30/2013 byALSC Loading Hipjack supports 2-11-8 setback jacks with 0-0-12 cantilever one face; 0-0-12 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. C 12 d- (V D 4'2"3 J 4'2"3 Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# LOG R i U / Rw / Rh / RL / W B 123 172 /- I- 1- / 4.9 Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(T'L): NA D 22 /- / 11 ! - / - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - - C 56 / 43 1- / - / - / 1.5 HORZ(TL): 0.001 D - - Creep Factor. 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.134 D Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.031 C Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.01.01A.D723.13 WAVE A-B 20 -13 B-C 19 -15 NQ tt A "a „' a - - 40 01 5A 38 FF 5133 81 SO 1313 7F48 00 99 2E85 F8 Mg feEm luz lm melect %�pad=1 walaciby MasmolMartin=, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 L. ttc.047:9P.frtmth. daftshawra atm c gssNA"a ais"dfERt3Caffissre. nkudcEplesofthi& datumr.At not aAiwad*ne and saaiad a ad Nt SfF,AZ authnf lkmmctfe mtmtixaasrdf2d at saydEcimnk ratlax. "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr3'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chordishall 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' 0, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ _ listing this drawingg indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. • Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Orr 120 moh Wind Sneed. 15' Mean Heloht. PartiaRv Enclosed. Exoosure D, Kzt = 1,00 S 2"Brace Gable Vertical pacing Species Grade No Braces (1) lx4 'L' Brace r (1) 2x4 'L' Brace x (2) 2x4 'L' Brace a (1) 2x6 'L' Brace ■ <2) 2x6 'L' Brace a Group A Group B Group A Group H Group A Group B Group A Group H Group A Group B #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' U S P F u F #3 3' 8' S' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Studtandard 38' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' O fl S 3' 8' 11' 4' ' S' 3' 6' 7' 7' 1' 8' 11 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' QJ #1 4' 0' 6' 8' 6' 11' 1 7' 10' 8' 2' 9' 4' 9' e' 12' 4' 12, 9' 14' 0' 14' 0' J P #2 3' 10' 6' 7' 6' 10, 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12' B' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 14' 0' 14' 0' TES D F L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' It' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6. 7' 8' 4' 8' it, 9' 8' 13' 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11'14' 014'0' 0' 14' 0' -N U SPF uF #3 4' 2' 7' 1' 7' 9' e' 9'9' 1' 10, 5' 10, 10, 13' 9' 14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' OI�Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10' 10' 12, 8' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' Ill 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14, 0' P #2 4' S• 7' 6' 7' 9' e' 10, 9' 3' 30' 7' 11' 0' 13' 11' 14' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' QJ D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10' 10' 11' 10, 12' 7' 14' 0' 14' 0' d S P F #1 / #2 4' 10' 8' 3' B' 7' 9' 9' 10, 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 7' 1 8' 2' e' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' LJ U IJ Stud 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O f l F Standard 4. 7' 7' 0' 7. 5' 9' 4' 10, 0' Ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1_ 5' 1' 8' 5' e' 8' 9' 11' 10, 3' Ill 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' 03 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' T1 D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' t4' 0' r-i Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' Ill 6' 12, 0' 13' 7' 14' 0' 14' 0' 1 14' 0' Bracing Group Species and Grades - Group A: S ruce-Pine-Flr Hen -Fir #I / 0 2 Standard 02 1 Stud #3 i Stud 1 1 #3 IStandord Dou to FIr-Larch Southern Plnexxx #3 #3 Stud Stud Standard Standard Group Bt Hen -Fir al & Btr at Dou ins Flr-Larch Southern Plnerws #t at a2 a2 IX4 Braces shall be SRB (Stress -Rated Board). s.For ix4 So, Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B 11 values may be used with these ,odes. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plF over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. AFYout Attach 'L' braces with 10d (0.128'x3,0' min) nails. X For (1) 'L' bracer space nails at 2' o,c, able Truss In IS' end zones and 4' ac. between zones. )K)Wor (2) 'L' braces, space nails at 3' o.c. Diagonal brace option. T in IS' end zones and 6' o.c. between zones. vertical length may be I doubled when diagonal 18' )K bracing must be a minimum of 80% of web brace Is used. Connect L member length, diagonal brace for 600# Gable Vertical Plate Sizes at each end. Max web Brace total length Is 14'. II(Ill Verttcal Len tin I No S lice 2x6 DF-L #2 or Less than 4' 0' 2X3 better diagonal r 1 Greater than 4' 0', but 3X4 Vertical length shown I bracer single 8, less than ll' 6' Greater than 11' 6' 4X4 In table above. 45• or double cut (as shown) at L 1 Refer to common truss design for upper end, u I'ontinuaus peak, splice, and heel plates. X.n�lt�. Henrin i 111 1111 lll� le�,i/ fj I�hiSD Designer for conditions Connect tllagona at t�� A for U r{p,ngth. notenddressedBbl� midpoint of vertical web. Refer to chart above q% @, -VARND+. READ AND FOLLav ALL NaTES ON THIS DRAVBxa m --WMTANT- FLWtUSN TIM DRAVING To ALL f�IfRACTQLS MMUDIM THE INSTALLERS. ^CC"A�` �vGIVS 2�, REF ASCE7-10-GAB16015 Trusses require extreno care In fabricating, h4r.Wg,•sWppiny, InstalUnp and bracing. Ref- to and ;'�� , F = folio. th. latest edition of SCSI (Buading Component SAF.ty Infornation, by TPI and SSCA) for,_sofety pprraetic.e price, to p-Forning there functions. Installers shall provido vrparary aradnp per BCSL ' DATE 10/Ol/14 Unleas noted othurrise, top chord shall have properly attached structural sheathing nrd bottdn lard shall have attached rlgld telling. Locations sham For Permanent lateral restralnt of robs :" DRWG A16015ENC101014 d �� properly as op ess noted � Apply p/atos to each Fate 87 or Details, shall have bracing Installed per above wW an the F truss and claingsitionIns al shown above end on 43, Joint 1110, s, .es le.A otherdse. % _ x Refer dra.wps 160A-Z for standard plate positions. Alpine, Avlsron of ITV Ik4dlno Components Group Imo shatl not be responsible for any devlatbn from 4d t ., a',. �l� 4L ,f` t Ise AN rTWoOMPANY tHs drawing, any failure to build the truss in eonfornance with ANSI/TP1 1, or for hording, shppng, � d am\ `�Vd MAX. TOT. LD. 60 PSF installation 6 bracing of trusses. A seal on this drawing or cover Page Ilstng this drara.g, Vacates acceptance of professional 9y \\ Oq \\ engineering Four, ANSVIPI 1 Sec2. sho� The sultabitity and =a of this ��l^1��\\\\ is the responsbUty des ty tthe &ice Designer 13389 Laketronl Dave any off per these It.. as Earth City,Mo 83045 For more Information see this Job's -,.t notes pa and rein SBCA, IM MAX, SPACING 24,0' ALPINE. www.alpi-Itw.canl TPI. ww..tpnstorgl .w.sbck1durt1y.ar'g1 wrwlccsaFe.org w fa~ Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Helaht, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species I Grade No Braces (1) Ix4 'L' Brace x 0) 2x4 'L' Brace x (2) 2x4 'L' Brace elx (1) 2x6 'L' Brace w (2) 2x6 'L' Brace ■ Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' U S P F P #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' a, 8' 9' V11' 3' 111 11' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' B. 7' 2' 7' 7' 8' B. 9' 1' 11' 2' 11' It' 13' 7' 14' 0' Q Standard 3' 6' 4' 7' 4' it' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' -J S P 41 3' 10' 1 6' 4' 6' 7' 7' 6' 7' 9' 1 8' IV 9' 3' 11' 9' 1 12' 2' 13' 11' 1 14' 0' #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' Ill 8' 9' 9' 1' 10, 1' to, 10, 13, 8' 14' 0' F Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' B' 9' 9' 1' 10, 1' 10, 10' 13, 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U _ S P F #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' g' 9' 10, 1' to, 6' 13' 3' 13, 9' 14' 0' 14' 0' #3 4' 0' 6' 7' 7' 5' 8' 4' 8' B. 9' 11' to' 4' 13, 1' 13' 7' 14' 0' 14' 0' U L� P Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' B. 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' O I I Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' it, 10' 12, B' 0 14' ' 0 14' ' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' IS' to, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' to, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 0) D F L 03 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' Stud 4' 1' 5' Ill 6' 4' 7' 11' 8' 5' to, 0' 10' 5' 12' 5' 13, 3' 14' 0' 14' 0' Standard 4' 0 S' 3' S' 7' 711 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' Q #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' to, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, Ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' L3 U O H F Stud 4' S' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' It' 5' 14' 0' 14, 0' 14' 0' 14' 0' Standard 4' S' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X CS S P # 1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 0 14' ' #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 0 14' ' 14' 0' 0 14' ' #3 4' 6" 6' 10' 7' 3' 9' 1' 9' 7' 11' V 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' c I D F L Stud 4' 6' 6' to' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' S' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' 11, 5' 12' 8' 13' 7' 14' 0 14' 0' aynm About) able Truss Diagonal brace option, vertical length may be T __dou�bledwhen diagonal brace Is used. Connect - - — diagonal brace for 690# at each end. Hex web Brace total length Is 141. 2x6 DF-L a2 or i better diagonal T t Vertical length shown brace) single 8, In table above. or double cut )K 45• (as shown) at L 1 in upper end. ntinuous Bearing Connect diagon. at 1111t 11111 mid dnt of vertical web. Refer to chart above for max glebe' Vft4aib leng- mawD+fa.w READ AND faLLily ALL !i]iES [IN THOS muvlN a evil asUIPMTANTu FURNISH THUS DRAVR)G TD ALL CONTRACTORS M:LU=4 THE DaSTALLERS. `��\�1 %i}, �ei� Trusses require extreme care In fabricating, handling, sWining. Instolling and bracbp. Refer to and1, foil.. the [.test odlt,m of BCSI alulld:ng Component Safety Information, by TPI and SHCA) for safety proctkes prior to perfornng these functlons. installers shop pravk)e temporary bracing per BCBL �``e\ t Unless noted otherwise, top chord shall have properly tt-hed structur.l sheathing and button chord NO shall have . properly attached told calling. Locations shorn for permanent lateral restraint of webs f1 �� shop I—. br..Ing Inctaaed per BCSI sections 113, B7 or Bla, s applicable. Apply plates to each face a I I I lJ I� g of ,rocs and position as shorn above and on the Joint Details, unless noted otherwise. = 7l ILI_�I lr—� Refer to drawings 160A-Z for standard plate positions. Alpha, n dMsbn of Iry Buttdinp Conponontc Group Inc. sh.0 not be responsible for on dIvatkn fro. ATE OF AN RW COMPANY CMs drawl=, any failure to bUt the truss I,cW War- with ANSI/TPI 1, or for L.=Q, shipping, z .�0Q Installation 6 bracing f tscos. A seal — this drarinp arrucover page llstkV this drawhg, hdtates .cceptamce of professkrgl enptrrcerbg resixu,sa,Wty solely Pow tM df-r shorn. Thr sultobBlty and use of this deft 13389 Lakelmn[Orive POr StruCttte SiM respor,slbNlty of tha mddm ikclgner per ANSI/TPI ! Sec2 Eanh Cdy. M063045 a ceuI— more �formaVo�see thls�Job^s�8eneral notes page ad these web sltes,re^M J�Pi4Py 53/tJ NAIL l Al Bracing Group Species and Grades, Group A, S ruce-Pine-Fir Hem -Fir 81 / #2 lStqndardi 1 #2 1 Stud a3 1 Stud 1 1 a3 Standard Dou gas Fir -Larch Southern Pinexxx #3 #3 Stud Stud Stondnrd Standard Group B, Hem -Fir al 6 Btr #1 Dou lay Fir -Larch Southern Plnewxx at a1 #2 a2 Ix4 Braces shall be SRB (Stress -Rated Board), xxFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail No test Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with V 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'0.0' min) nails. )K For (1) 'L' brace, space nails at 2' ac. In 18' end zones and 4' o.c. between zones. )K)KFor (2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. bracing must be a minimum of 007. of web member length Greater than 4' O', but I 4x4 + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detall. REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT. LD. 60 PSF SPACING 24,0' ,0472 nNI3ddS 'XdW OJo.aQg=r■u am teJo441-sna ■oqv rams l8.as}s44'■■■ qd1 luo7auavMwa■■ GMdw a}F q sa43 I.-sa:ow Jo suat SAOr M44. aas UMVAJO44 aJou Joj ■ SW£90W'T1104Ve3 �. .~ -:-. ae■ovTDOS t 3Jauery"aa°«u + w alv +a w, ++ "°" .Wd odd Nna nL� d1tW�taaSUPGs^,to {y I+bow do aWOida]�0 to}D�f4 •wT9� =M w9fl J.Am .q B{,■0.P sNi YD ,Oai y dSd 09 'Q1 '101 'X'dW . 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Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. SEW Attach each valley to every supporting truss with, (2) 16d box (0.135' x 3.5') nalls toe -nailed for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates, 3X4 12 12 Max, 2X4 X4 f+-- 8-0-0 Max ----� 4X4 12 12 Max. I- 1X3 1X3 I (Max Spacing) 5X4/SPL Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, sane 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 Lateral Restraint applied at mid -length of web Is permitted with diagonal bracing as shown in DRWG BRCLBANC1014, Top chord of truss beneath valley set must be braced with: properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o.c, or as otherwise specified an engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', Valle Spacing Pitched Cut Bottom Chord Valley III Le-nalted r• 3 :3��2X4 SQ 20-0-0 (++) -I Supporting trusses at 24' o.c, maximum spacing, Square Cut Bottom Chord Vall 2X4 4X4 Stubbed Valley Optional Hip End Detail Joint Detail -I POtTANfv MTM �VM M AA- = RCL MV WT,�,3s �.` 1-;°.� TC LL 30 30 40PSF REF VALLEY DETAIL DATE 10/01/2014 Trusses r.qul- ..trap. care In fobrkatbq, handling, shipping. InstaWng and brodng• Refer to and `, Al.�'C "E DL 20 15 7 PSF Follow the latest .altion of SCU (BWtding Co ponent Safety Infornatlrn, by TPI aM SBCN for safety to these Functbrhs. [nPtngtrs shall provide tenpornry Modnp per BCSL ,\ ` , �\`. 1V at'y` \ y `� DRWG VAL160101014 anctket prior Perf...2.0 t.d otherwise, top c*.,d shalt have properly aitaclxd ttructwat h-M, and botta. Chard BrC DL 10 10 10 PSF (] d �� than have properly attached rigid ceiWhg. LoCAtlons sham for p.--.t taterol r.strolnt of ebs J or B10UV as un."hle. Apsty plates to wadi face shalt have m Past Installed per Bb. sections the of truss and post Han as shown above and on kh. Joint Betels, In esc rmt.d otMMsv. = , .;}.� J' {:i LL 0 0 0 PSF AN liWOOM?ANY Refer to drawing. 160A-2 for standard plate positinm.- Mph., . &Islon of ITV Bulldln Consonant. Wow Inc. th.R not be responsible far any devbtiorh fro. this drawing, any failure to bul� tht truss In c- o—ance with ANSI/TN 1, or for haronvhp, 04pphg. TATE OF TOT. LD, 60 57PSF 55 - instag.tbn t. bradn0 of trusses. A seal on this drawing or sous page (sting this drawing. khdkmtes accept— of professional an�`r*spansml,ty sot<+r far the desks sno.n Tne a,ism+,h a.a use of trts o-a.iro 44 i, l� ;,'� (7 t p� UR.FAC.1.25/1.33 1.15 1.15 133B9 laketrpnl Drive 1338 City, r For any k tho rosponslbAtty of the Radhn0 Desgnar per M6I/1P[ 1 Sec2 For more bhfornatten see this jobs General notes page and these web sites ALPINE, .whale neltw cahi TPB www.tdnsturoi SBCN .ww.sbc trvo ror ICDwn.kcsafearo '�i, •�fhr l�qt�' h. L SPACING 24.0' r e � • Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 Pt Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL- 5.0 ppsf (min), Kzt=1.0. Or 14o mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5,0 psf (min), Kzt=1,0, Note, Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other, suitable anchorage to permonently, restrain purUns, and lateral bracing for out of plane loads over gable ends. Maxlmum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag .strut loads. will Refer to Enolneer's seated truss desian drawino for oloovback and base truss soecifications. Detail A I Purlin Spacing = 24' o,c, or less 12 Up to 12F7 O.C. max I— Top Chord Scab (Typical Each End) Flat top chord purlins required at both ends and at 24' max o.c. spacing In between. Detail B ' Purlin Spacing > 24' o,c, Piggyback cap truss slant Walled to all tap chord purlin bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 N3 grade scab (1 side only at each end) attached with 2 rows of IOd box nails (0,128'x3') at 4' o,c, 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.5'). Up to 12 V I I \\ I ( \\ / I I // I I Purlin Sparing) 24' o. (/ c max Top Chord Scab (Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlin spacing > 24' o,c, Note, If purlins or sheathing ore not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max, and use Detall A. tea}jji+JJlljj -IRPMUNT". DRAVIM M ALL C04TMTORS DMLWMG THE INSTALLERS,` �`A�veL /1/Slfflt: Trusses require extreme care care in fabricating, handling, shipping, Installino and bracingp Refer to and '1 follow the latest edition of BCSI (Buldip Component Safety Infornatbn, by TPI and SBCA) for safety proc'u-, prior to perfornlnp these functions. Snstnaers chat) provide temporary braMg Per BCS1. unless noted oth l-, top chord shall have properly attached st—t—.t sheathing and batten chord\� 1� se shall have a properly attached MQQb celiig. Locations shown for pernanent lateral restraint of webs 9 �U stroll hove and rsi Installed per above on the J or Beta lls unlesablo. Apply pews to each face = Il_�_11 of Mubb n11d ppooSnidl of shown nhOVe and On tine Joint OatalSa unless noted otherwise. Refer to drawhos 16OA-Z far standard plate positions. Alpena, a division of ITV Bulltling components Group Inc, shall net be responsible far any deviation from AN fI\hIOOMPANY this drawing, any falure to bull the truss In conformance with ANSI/TPI 1, or far hondtlng, shipping, � � Ark Qt` installation L bracing of trusses. A seal on this drawing ar cover page listing this drnwegy Indicates acceptance of prof —dorm, A'a Z) yy re sdely for the drdgn sham The sUtobllty and use of this drawing s.1 �b+ 13389 Lakefront Ddi far any s Is tlm rrspor�llty of the &rid na Desfyier per MIS[/iPI 1 Sec2 ,f,_o [" / Earth City, MO 63045 a aNFor nor�AMfernatlam see th�s�JobM genearrpl notes^�ge and theserre6 sttec,e.,.... A'''h QAi inkli �\�A Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails <0.135'0.5') and secure top chord with 2x4 N3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord R3 grade 2x4 scab may be replaced with either of the followings (1) 3X8 Trulox plate attached with (13) 0,120'x1.375' nails, (4) Into cap TC 6 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl,375' nails. Note, Nniting thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates For 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ B' o.c. with <4) 0.120'xi.375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' (min) APA rated sheathing gussets (each face), Attach @ 8' o.c, with (8) 6d common (0,113'x2') nails per gusset, (4) In cap bottom chord-and-(4)-In-base-truss-top-chord. Gussets — may be staggered 4' a.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face), Attach a 8' o.c, with (6) IOd box nails (0.128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave pl gyback plate to each face @ 8' o.c, Attach �eeth to pplgg back at time of Fabrlcatlon. Attach to supporting truss with (4) 0.120'x1,375' nails per Face per ply. Piggyback plates may be staggered 41 o,c. front to back faces. SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 • CLR Reinf orcing Member Substitution This detail is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired, Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-rein forecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x40i0 2x8 i row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(W) 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, T-Reinforcement OY T-Reinf. \ L-Reinforcement: or \\ L-Reinf, Apply to either side of web narrow face. Attach with lOd (0.128'x3.0',min) nails at 6' -o.c. Reinforcing member is a minimum 80% of web member length. T-Reinf, L-Reinf, Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) nails at 6' o,c. Reinforcing member is a minimum 80% of web member length. Scab Reinf. —VARNDG- WAD NO DRA ALL1OAACT� TO M,�,� TC LL PSF REF CLR Subst. ..DG'QiTANTa S DRAVM R ALL COPTMV UCUITIM TYDiIE MST&U3tt& Trusses regw" extrsne care In fobrknting, handgrg, sNpptng. InstnWng and bracing. Refsr to and ��.. � �i fottoe the latest eatlon of BCSI Bulling component Safety inforMSlan, by TPI and SWAI for safety practkec prior to perfornlnp these ihmctlonc. installers slap provide temporary bracing per BCSL ` TC DL PSF DATE 10/Ol/14 DRWG BRCLBSUB1014 UMers Mted otfierrlse, top chord shall rave preperI attached rtructhval sh..thlng and bottom chard . shown -. intern( restroe shall have a properly attochetl NppW celcti L33, dbracingprop C DL PSF y r II IL—JIO I I—, .hNt have s a permanent Instatlad per HSIcecthonr 83, H7 or Hlo, ns rP k h .. B7 Apply plates to each fceQ of truss and psition ac ah rabove and an the Jotnt Detass, um4e.s noted than(... -7 W LL PSF ILI�ILI�� IF9 Refer to drao as 160A-2 for standard plte psttlons—Alpin., YYP7�-� dlvWon of ITV B.Rding Conpm nt. Group Inc shall not be responsible for anyy deviation from LD, PSF AN fiWCOMPANY this d-odng, a y faAure to bald the truss In conforMnce rith ANSI/TPI 1, or far handing, sh'yping, 6rodng +�Q�❑T. ehstnllatbn 6 of trusses. A seat on t" drarhg or cover page Ilrtft this droving, Ideates --Pt— of ProfessionalQ,. e gg r&sponsmolSy GIely for the design shom The sultablity and use of this drooling formyhstnc�bw Is the respm�Rlty of the Buldng Deslpner per ANS[/TPI 1 See2, � � � g t-� r- (f, DUR, FAC, SPACING 13389Lakefront Drive Earth City. MO G30G5 Pr more Formation see this job's general notes page and there reb sltac, ALPINE, "—IPinelt..comi TPI, vmtahstoroi SBrA sxe.sbchdustrY.a'al ICO nrXcsof.ara �Ssr �t -t, rt�t 4A._ 1 �/'`tAis, 1?t\,� ..\� r o Cracked or Broken This drawing specifies repairs for a truss with broken chord or web member, This design is valid only for single ply trusses with 2x4 or 2x6 broken members, No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (U = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(U + (B) Scab member length (S) must be within the broken panel. Nail into 2x4 members usng two (2> rows at 4' o,c., rows staggered. Nail into 2x6 members using three (3) rows at 4' o,c., rows staggered. Nail using 10d box or, gun nalls (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. S wall L L 4' O.C. Typical ~ Member Repair Detail Load Duration = 0% Member forces may be Increased for Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 1 5280# 1 6095# 66604 + 0 + 0 ;��+ 0 + 0 2' f _ Stagger + = Back Face 10d Box (0,128' x 3', min) NaRst O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Nail Spacing Detail wwVARNDIGI•. READ AND FOU" ALL NDTES m THIS BRAym ..W,PMTANT— FUMY IHIS DRAWM m ALL a7TRACTDRS DCLUDDIG TW MTAU M Trusses regN^e extreme care in fabricating, h—RUV, shipping, IlstalWng and bracing. Refer to and Pollow the latest edition of BCST CBusding Component Safety Inforrrotbn, by 1PI ontl SBCN for safety prneticos prior to porforning these funetlons. Installers shot[ provide temporary br = per BCSL Unless noted otherwise. top chord shall have properly attadned structural sheathing an bottom door chop have .properly ottnchetl rldtl cealnp, Locations shosn for permanent lateral restraint of webs Q F7 P�1� chap Mve And pa.1 bizIon A. d per 11 Aim se on the J or BIO,Details, as applkablo. Apply r.tes to each fats Il lll—�IIULr�J�I OF tru55 and poSltlan as Sh.rn abav¢ and on the .Lint D1 W0.5, unll55 noted otherrl5l. Refer to drawings 16CA-2 for standard plate positions. Alpine, a division of ITV Bndltling Conponents Group Inc. shall not be responsible for .ny deviation fn AN ITW COMPANY this drawing any fall r to bu8d the truss I n conformance with ANSI/TPI I, or For handiihng, SKPPUV, ns Itallation � bracng of trusses. A sea on this drawing w cover page Ustbg this drawN. Indicates acceptance of professional englneerlg re ponamlity solely far the de s�n shown, Th. s,dtnbUty and use of tHs drawing 13389 Leko4ont Drive far any structwe Ls the responsbuty oP the BLAdFp Dedgner per ANSVTPI 1 Sec.?. Earth City, MO 63045 For note Iniorna4on see this Job's general rotes page and these web sites, ALPINE, www.alnh.1tw.eui TPL wrw.toll.t.oron SBCA, waw.ebchdustrvnroi ICO r.11l"54IRVLr0 lunlnum L D stance B L { - SPACING 24,0' M L REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX. LENGTH TO TRIM TILLER r EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. - LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT OPTION, - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). x APPLY REQUIRED BRACING <SEE BELOW)• OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX, FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NnTFn ON THIS SHEET f USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL. <12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS <0,113x2.5') @ 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1.375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE J❑INT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). —WARNY40- READ AND FMLDV ALL NOTES IN THIS DRAVD0 wsD�2TMITws FIAWSN TNOS DRAWING TO ALL MTRACTOtS DICLOW THE INSTALLERS. Trusses req dro ..tune care 6r fabricating, handling shipping, Instaluno and bracing• Won to and Fdlo. the latest emVan oP BCSI (Dung Ca+ponent Safety In ornatlon, y TPI o.W SBCN for safety proctlus prior to performing these functC,ns. Installers atoll proAdr temporary bradng par BCSL Unless noted othelelsr, top chord shall have property attached strtshmal sheathing and button chi �R r shall have n property attached Npk1 coking. Locatbra shorn For pereanmt lateral restraint of webs Q shatt have brotlng Inntaged per DCSI sectcns 23, B7 or Still as opplIc . Apply plates to each face of tries and position as Shown above and art the Jaht Detnsc, uhirss noted otherwise. Refer to dra+ings 16CA-Z for standard plate position. Alpine, a division of RV BuRdirg Conponents Group Inc, shall not be responsWe far any deviation frc AN RW Co PAW this drawing, any Faaure to brstd the truss In dxnfornarce with ANSI/TPI 1, or far hardUrg, shipping, Installatbn L brocbg of trusses. A sent on this drawing or cover page listing this drawing, Indicates acceptance of prafessionol eerY+p nsponsdUty solely Far the design shown. Thr sWtnbElty and use of this droehg 1338g Lakefront Odve far a W si'tW . IS fine responsWNtY of the "ding Doslgnc+� per ANS[/iPl 1 See2. Earth City, MO63045 For none InFornat m see this Job's general notes page and these web sites, ALPING wew.alpinetts.com TPl. so: SECN lwwsbCtnd,stryorgi ICO wwwlccsafe.org ;�Q, V��GE1VS�l °�✓��s N . S AIEOF Az R %'0 �yk : EF BC FILLER ATE 10/01/14 RWG REPBCFIL1014 e A 11.1 SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 Mph wind, CAT II, EXP C, 30,00 ft mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6,0 psf, Kzt = 1,00, ' ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1.00. Minimum 2X4 scab, sane grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3.0', min) nails at 8' o,c, plus clusters of four nails where shown In figure below 00. N❑TE1 #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 __ sspPpRTAHTo NOTES ON THIS MAVM FURNISH THIS I1RAV11lfi M ALL �MTRACTMS INMUDIRG THE QISTALLEIM Trusses egLdre extrene core In Pahrkoting, handlbp, shlpphp, Inatat nu and brocht} Refer to and folio. the latest edition of RCSL ®uAde� Conponent Safety Inforrgtbn, by TPI and SBCN Par safety prncaces prior to perfornlnq these f—dons. Lnst Ncrc shalt ,=d. tenpornry brnW,g per IiCSL Urd es noted otfureke, top chord shall hnve properly tWchetl structural iheathin0 wd batten cho shah hnve a property attadned Hold ce9hp. Locations sheen Far parnanant lateral restraint of -b! Q r� l�� shall truss And posI Installed per Above saloons 83, J or Hle, ns nrless n. d ty platK to each face lI '1__.)1 of trosc nbr bracing Inn as shorn above and on tM .bht BID, , urioss noted otharet Rafe, to drostnps 16OA-2 for standard plate positions. Alpha, o dvlslon of RV IRUAdnp Conponents tiro InG shall not ba responsible for on devlaaon fr AN I1'WCOMPANY this tlroehp, anY fa0.ure m bJld the trvss h con�ornance elth ANSVTPI 1, or far hnndWq, sNppap, _ Instollatbn L hrocRnp of trusses. ' A sent on tNs draehp or cover pope Usthp Hds drneYp, htllmtes occePtonee of professional restty solely for the desRRn sheen. ilx sultnbelty nrd use of ads droehR 13389 Lak ftwl Odve for any b In rettlan see hI Ma s general notes Par A.1d these 1 eb Eanh City. MO =5 For note Ialt—tlan see this fob's general notes pope nM these eeb sites' ALPINE, ssv.alolnWts.con, TPG essmhctaral SBCA. sresbclndustrycrpl ICO seelccwfe.wg TOTAL TOP CHORD LOAD NOT TO EXCEED 40 PSF (DEAD PLUS LIVE) DUR, FAC, 1,15/1.25 SPACING 24' REF 2X4 SCAB O.H. DATE 10/01/14 DRWG ❑HSCB2X41014