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SCANNED ^° BY at, L-Udg ONO I RANEY COMPONENTS amv 19900 Independence Blvd. Groveland, FI 34736 OltlpOlTC111S, LLC one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00039 Printed: Thu, May 17 2018 ;von inrormarion: Address: EOR Name and License llumber. slomerName: Creekside Lot 39 R Horton 8713 Cobblestone Dr u scripdon: City, state, ZIP: EBB 1828-Cali "C". Fort Pierce, FL oo/Loads: floor Loads: C Live., TC Dead: BC Llve: BC Dead: TC Lfve: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 6 Idg. Code: Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 24 Total 24 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 AIA 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 ABG 10 B1 11 B2 12 83 1 13 84 14 B5 15 B6 16 67 17 138 18 DI GE 19 C1GE 20 EJ7 21 BJ5 22 BJ3 23 EIA 24 CH l Martine Digitally S,o=ldbyrustAC Martinez DN: c=US, o=ldenTrust ACES Business a n u e Representative, ou=M AND E P s, , ASSOCIATES PA, cn=Manuel Martinez, • . cr* OA9.2342.19200300.100.1.1=AO1098000 00014B4CFSFE960000211F kt�� Daa a 101.A.171557:09-04'00' 7 i n ez Adobe Acrobat DC version: el"Ito . 2015.006.30418 40 015A,39 FF 55 81 B0 8B 7F49 00 992E 95 FB *&liernhuberncis yzlPeednm&=ledbymawelMartin,=, gs{FL,tie.047=f cn 0. lose slwwn above uiing a SK i zs.*thectitaSlexn�m.3e, £hated eepies:edsFxs dosux cr�arm not caad and ei�,i and tis�:.2a..R.� asnt3Ca9sx�s�e met Nxt �vedl�d en aramtttm mylax Page 1 of 1 Job Number: 36CS00039 Ply: I.' SEQN: 668252 / T10 / COMN 4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty.,11! ,. _; -FROM: AH DRW. Truss Label: Al Wgt: 224.0 Ibs .. 1 ... L6'4"9 r 147 I 9 + 319"7+�9'8" 6 -41'6519+ 5"9 6514 34°9 SEAT PLATE REQ. 11123(4 ®4X6 =3X4 m3XB =3X4 4X6 9 X4 05/17/2018 6(A2) SEAT PLATE REQ. 39'8" 6 5'9"3 F2'9°1 59"1 +2'0"1�a 5'9"3 65113 12' 14'0"15 19'10" 257"1 2T8"'1' 33'5"3 39'8" Loading Criteria (pso 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: 11 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: 3.97 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "I" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113W.5",min.)nails @ 6" oc. 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. Snow Criteria (Pg,Pf in PsF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.187 O 999 240 B 1654 1709 / 961 / - / 445 18.0 Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 1709 / 961 / - / - 18.0 Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS HORZ(TL): 0.140 L - - B Min Brg Width Req = 2.0 Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.666 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.600 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.593 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (lb Plate Type(s): Chords Tens.Comp. Chords Tens. WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1114 B - C 1492 -3056 G - H 1255 C - D 1227 - 2466 H - 1 1228 D - E 1254 - 2427 I - J 1493 E-F 1114 -1906 J-K 27 Maximum Bot Chord Forces Per Ply (Ib: Chords Tens.Comp. Chords Tens. B - R 2573 -1193 O - N 2105 R - Q 2670 -1193 N - M 2671 Q - P 2670 -1193 M - L 2671 P - O 2104 - 801 L - J 2674 1906 2428 2467 3057 0 -825 1195 `* g82 79 T �e Maximum Web Forces Per Ply (Ibs) y a wo Webs Tens.Comp. Webs Tens. mp. R - C 276 - 5 O - G 494 - 777 C - P 418 - 596 G - N 464 -164 " P - E 464 -164 N - 1 418 - 597 STATE QF E - O 494 -776 I - L 276 -6 a F - O 1385 - 751 40 03 5A,38 FF 588180 BB 7€49 00 992E 85 FB Thu1tamhnbaancbclr ra p:dgiad'a "9.taladbyVam'dtaat bW, nOZ. Lk. r47.1"l as the dAft Owwa above ariag a Sa 8 aa�iantkaxzrJc, z tadccpwsold'kdoo;=WAa not a—sid-adS4 s, and sealed and tle.-4.R..3-dNaatimttmcod. m-t b� ,uffbd.rua mydoctmr4: cxrlat. "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 an[TSBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary rirrey bracing leer BCSL Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins fled per BCSI sections B3, B7 or 810, � prtrrt ,1tz as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to F _ 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 handl% shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec. 2. T 1 Job Des Load Top Bot (a) C mem web;; attac @ 6" 36CS00039 ali "C" /DR Horton 14EBB 1828-Cali "C" A1A Qty: 1 0.4 Ibs I FROM: AH 255 / T13 ! COMNI DRW i 6'4"9 +T10"�9 14'4"7 + 19'10" + 22'6"4I 26"" 31'97 T33'3�7 39'8" 6'4"9 1 6 6'S"15 5'S"9 2'8"4 4'1"12 5'1"7 1'6" 6'4"9 F-6X12 01:5(4 m4X6 WN4 m6X8 VX4 M2X4 =010 0511712018 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" l 6'2"13 5'9"3 2'0"1 59"1 2'10" 4' 6'2"13 12' 14'0"1 19'10"26'8" 33'1"15 39'8" Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) ' 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 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 B 1561 / 708 / 960 / - / 445 18.0 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 1708 / 959 / - / - 18.0 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS 37.00 EXP: C HORZ L 0.240 M �) B Min B Width Re 1.8 q 10.00 Mean Height: 15.00 ft g Code / Misc Criteria Creep Factor: 2.0 K Min Brg Width Req = 1.6 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.613 Bearings B & K are a rigid surface. BCDL: 5.0 sf p TPI Std: 2014 Max BC CSI: 0.599 Bearings B & K require a seat plate. ation: 1.25 MWFRS Parallel Dist: D to h/2 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.980 Maximum Top Chord Forces Per Ply (Ibs), Loc. from endwall: not in 4.50It 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, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1424 L2568 B- C 1489 -2859 H- 1 1743 L 3379 C - D 1225 -2257 I - J 1722 ' 3418 i 2x4 SP #1 D - E 1252 -2218 J - K 1477 -2841 12x4SP#1 E-F 1112-1740 K-L 27 , 0 I SP #3 F - G 1509 -2514 luous lateral restraint equally spaced on Or lx4'7" reinforcement. 80% length of fiber. Same species & SRB grade or better, with 8d Box or Gun (0.113"x2.5",min.)nails design based on both MWFRS and C&C. 40 015A 39 FF 55 81 BG BB 7F48 00 99 2E85 FB r�1��ferr�a,+�1�.' cedt�alyRstasaz�7Aaartta Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-U 2497 -1190 R-Q 20 -9 U - T 2494 -1190 P - N 2985 .1303 T-S 2494 -1190 O-M 36 ' -16 S - R 1920 - 800 M - K 2477 =1179 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. U - C 276 -5 P - G 195 -122 C - S 416 - 608 P - H 601 ' 1075 S - E 463 -160 H - N 807 - 357 E-R 494 -720 N-O 114 -4 F-R 42 -515 N-M 2557 -1218 F - P 2273 -1098 N - J 527 -162 R - P 1879 - 657 M - J 390 - 685 P-Q 27 0 ., tk.a47.3aal on tbo &tzstowffa a ga ssm�l ffisertawaa&�sssad+z. ' red cd+� tir�tst:as� na+tccszvtm�d na�atad s;�aimd aa� Etaa � �a71ea�Y+.Ca9�atbea9G>ru�C be>.�ctlded sge aa^gclectimrl: '"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss s reqquire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comp, nenf Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary rx�re bracig per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attac nppid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ottr X asap I cable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (2efer to drawin s 16OA-Z for standard plate positions. Alpina division of ITW 8uilding�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ , [istm9j is drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and u e of this Or for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For mr, I info`mation see this iob's ceneral notes Dam and these web sites: ALPINE: www.aloineKw.com: TPI: www.toinst.oro: SBCA www.sbcindustrv.com: ICC: www.iccsafe.oro II Job Number: 36CS00039 Ply: 1 SEQN: 668260 / T9 / HIPS 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A2 Wgt: 246.4 Ibs / ... 05/17 18 6'48 F '7 I 19'+ + 1�" 398"2 106; 4414 9 416"7 748 i m5X8a5X8 F G m2X4 =3X4 =3 6 E&S=—iX4 =3X6 =3X4 Ip2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 6'2"12 5'10"3 1'11" 51"12 1'6" 5' 1'11" 6 0"3 6'212 12'0"15 14' 19'1"12 2D'8 T.8" 277" 33'5"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/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# Loc R / U 1 Rw / Rh ! RL / WI TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.156 P 999 240 B 1561 1710 / 964 / - / 428 / 8.0 BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.428 P 999 160 K 1561 1710 / 964 / - ! - 18. BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean HORZ(TL): 0.126 M - - B Min Big Width Req = 1.8 NCBCLL: 10.00 Height: 15.00 ft 9 Code / Misc Criteria Creep Factor. 2.0 K Min Big Width Req = 1.8 Soffit: 2.00 BCDL: .psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES . Max TC CSI: 0444 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.536 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.665 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (I Chords Tens.Comp. Chords Tens. s) Comp. GCpi: 0.18 Plate Type(s): -1820 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 114 Lumber B - C 1500 -2823 H -1 135 -2348 C - D 1333 -2384 t - J 1 -2385 Top chord 2x4 SP #1 D - E 1351 -2345 J - K 1 2823 Bot chord 2x4 SP #1 E-F 1145-1814 K-L 27 0 Webs 2x4SP#3 F - G 1101 -1552 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. Wind Member design based on both MWFRS and C&C. 40 01 5AFF 55 81 BO'BO 7F 49 00 99 2E 85'FD U'AgAeLaskiabmeLc ''s3 est•• x:9a�ealedtiy tfaxrtUsca, Zia. L&.84t487.}cm t�e�a9a sh+�wnx tz.�g354tTr.1 ss,entiwaa�xtt�9a, tc'dcopi"ctfi&dtx -cnta mot r=nddwedSAFWi'=d kd. a 6c^=Vdwtmnk- c VbL Maximum Bot Chord Forces Per Ply Chords Tens.Comp. Chords Te B-T 2458 -1193 P-O 2 T-S 2456 -1193 O-N 2 S- R 2058 - 921 N- M 2 R-Q 2D58 -921 M-K 2 Q - P 1547 - 603 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Ten: T-C 216 -6 G-P 52 C - S 309 - 440 P - H 47 S-E 426 -151 H-N 42 E-Q 472 -694 N-J 31 F-Q 541 -377 J-M 21 Q - G 317 -297 -951 - 951 -1203 -1203 -311 _697 -153 _438 _g **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) tsafety practices prior to performing these functions. Installers shall provide temporary dye bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathinq 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 63, 67 or 10, spa Tarr nts raz as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to t drawings 16DA-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 conformancewith ANSI PI 1, or for handlin% shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ . listing this drawing,indicates acceptance of pro essiona engineering 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. SBCA Des 36CS00039 ali "C" /DR Horton 14EBB 1828-Cali "C" A3 Qty: 18.0 Ibs I FROM: AH 248 / T8 !HIPS I DRW; Wgt 6'4"9 T10r9 12'4°8 1T 2T3°8 _i 31'!17 _L33'3� 39'8" i 5'6' i 4"7"8-4"9 228" m6X6 6X4 =3X4 =-3X6 =3X8 =3X4 =3X6 =21M M2X4 05/1712018 (6(A2) SEAT PLATE REQ SEAT PLATE REQ. 397 i 1' 6'2"l3 5'10"3 ill 1" 5'6"4 3' i 5'10"3 6'2"13 _ + 6'2"13 31 12 228" 258" 111 f 33'S"3 39'8" 17 Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL 1 W B 1561 / 712 / 965 / - / 387 / 8.0 7.00 Speed: 160 mph PY NA Ce: NA VERT(LL): 0.155 P 999 240 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.425 P 999 180 K 1561 1712 / 965 ! - /- / 8.0 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS EXP: C HORZ L 0.125 M - - �) B Min Br Width Re 1.8 9 q Code / Misc Criteria 10.00 Mean Height: 15.00 ft 9 Creep Factor. 2.0 K Min Big Width Req = 1.8 .00 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.379 Bearings B & K are a rigid surface. BCDL: 5.0 psf TPI Sid: 2014 Max BC CSI: 0.453 Bearings B & K require a seat plate. ation: 1.25 MWFRS Parallel Dist: 0 to h/2 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.685 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1269 -1955 B - C 1550 -2830 H - 1 1397 -2334 Wind Duration: 1.60 WAVE C - D 1378 -2373 I - J 1378 -2373 Top h ord 2x4 SP #1 ��ord 24 SP #1 D - E 1397 -2334 J - K 1550 =2830 Bot cx Web chord 2x4 #3 E - F 1263 -1946 K - L 27 0 F - G 1203 -1695 design based on both MWFRS and C&C. Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2465 -1239 P - O 2043 -1000 T - S 2463 -1239 O - N 2043 =1000 S-R 2043 -970 N-M 2463-1267 ae °/ R - Q 2043 - 970 M - K 2465 -1267 W, Q - P 1693 -751 ' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ - T - C 230 6 G - P 564 - 328 P J C - S 324 - 466 P - H 412 - 580 J S-E 383 -160 H-N 382 -161 °r. E - Q 412 -580 N - J 324 -466 �aF-Q 561 -334 J-M 230 -8 ,ems Q-G 231 -227 4001SA 38 FF5B81813BB7F4800992E95'F5 0&lumhm hi n ckdAmizdvapaw°:a d aaaiadhv mww4 mArkInu, WE�FL. Ue.C4?=1L Z<'4 &1zdwWaabaft a 6aSfrP l �raasaei ssr�irrs:�Zxi� iisrsam�ra4 ara2eraa��9 �asa�s�al�d aaaz�rt�z�azs en bl)c r 2araw.tsa ar#t lM=Fdz MW. riax: **WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss' s require extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Coin nen Safety Information, by TPI an SBCA) fo'r safety practices prior to perform€ng these functions. Installers shall provide temporary cirre)P braci g per BCSI.. Unless noted othermse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attac Oyer ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, aut rot�trrts uz as ap licable. Apply fates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawl , gs 160A-Z for s�andard plate positions. Alpin' , a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss) n conformance with ANSI PI 1, or for handling' shipping, installation and bracing of trusses.A seal on this drawing or cover page, listin this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and i se of this yawing for any structure is the responsibility of the uilding Designer per ANSI1TPI 1 Sec.2. Job Number: 36CS00039 4EBB 182E-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: A4 Ply: 1 1 SEQN: 668246 / T7 / HIPS Qty: 1 FROM: AH DRW: Wgt:254.8lbs I .. / ... 6'4"9 +710"8 12'4"7 + 16 19'10" } 24'8" f' 27'3"9 } 31'9"8 +33'3"�7 39'8" 6'4"9 1'6" 4'S"14 2'7"9 4'10" 4'10" 2'7"9 4'5"15 1'6" 6'4"9 =3X4 =5X6 Ig2X4 =3X4 =3X6=3X4 =3X8 =3X4=3X6 a 3X4 1112X4 SEAT PLATE REQ. SEAT PLATE RE . 39'8" 62"13 5'10"2 1'11" 4'10" 4'10" 1' "111 5102 6213 i 1� 8'2"13 12'0"15 14' L1J 19'10" r15� 24'8" 25' 2A 33'5"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.158 G 999 240 B 1561 1714 1962 / - / 346 / 8. BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.434 G 999 180 L 1561 1714 / 962 / - /- / 8.b BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 N - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.125 N - - B Min Brg Width Req = 1.8 NCBCLL: 00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 2.0 L Min Brg Width Req = 1.8 Soffit: 2.00 2. TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & L are a rigid surface. g 9 Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.454 Bearings B & L require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: Q464 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Chords Tens.Comp. Chords Ply (Ibs) Tens Comp. GCpi: 0.18 Plate Type(s): -19M Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A - B 27 0 G - H 1334 Lumber B - C 1577 -2832 H - 1 1* -2093 C - D 1411 -2370 1 - J 14 -2331 To chord 2x4 SP #1 P D - E 1430 - 2331 J - K 141 - 2370 Bot chord 2x4 SP 91 E - F 1388 -2093 K - L 157 -2832 Webs 2x4 SP #3 F-G 1334 -1958 L-M 2, 0 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (I 9 • Chords Tens.Comp. Chords Tens Comp. B - V 2467 -1273 R - Q 1831 - 864 V - U 2465 -1273 Q - P 203 -1026 :e U - T 2039 - 996 P - O 203 -1026 d. T- S 2039 -996 O- N 2 -1302 ' S - R 1831 - 835 N - L 2467 -1302 0,47 .. ter; Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp_ sp- *, Y - C 235 - 6 R - H 27> -172 STATE OF" C - U 327 -473 Q - 1 40 - 522 a - U - E 351 -161 H - Q 546 -372 * E-S 404 -522 1-0 351 -161 4 F- S 546 -372 O- K 326 -473 G - R 247 -490 K - N -8 t315A 38 Ff 5B 81.80 B5 7F48 tit) 99 2E 85 FB Ein. t%.."r£IIZjm7 the dwi,rhawn A= wki; aS A,1 a,as�Csr3:casfe. Fvaatedcs sift $ ix^ - mmrs Aotcmd d asau� ilvs 3 aseYnant3ca:&emaesr+�t#sea�$f�4�x p�zctran?�. cr�ins.. "'"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing..Refer to and follow the latest ed'Rion of BCSI (Building Component Safety Information, byy TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temposrryy arreY bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed perBCSI sections B3, B7 or 61Q ara r g3xr as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. i2efer 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 ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover p%e listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The su" bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ..rf 1 Job umber: 36CS00039 Ply: 1 SEQN: 668243 / T6 / HIPS 4EB 1828-Cali "C" /DR Horton MEBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Trus Label: A5 Wgt:212.8Ibs .. / ... 051171201B i I 13+I 3337 67644"9 .7 69100660" i 49 i o5X8 =3X4 Z�5X8 D E F 1112X4=3X4=3X6 =3X8 =3X6=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 6'2"13 6'9"3 1' 510" 5'10" 1' 6'9"3 6'2"13 1� 6'2"13 13' 14 19'10" 25'8" 26' " 33'5"3 39'8" Loa ing Criteria ,(psQ Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSl Criteria ♦ Maximum Reactions (Ibs) TCL -: 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 TCD , : 7.00 Speed: 160 mph PF NA Ce: NA VERT(LL): 0.172 E 999 240 B 1561 / 716 / 953 ! - / 305 18.0 BCL' : 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 H 1561 / 716 / 953 / - 1- 18.0 ' BCD : 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS Des'. d: 37.00 EXP: C HORZ TL 0.128 J - - ( )= B Min B Width Re 1.8 � q NC � LL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 2.0 H Min Brg Width Req = 1.8 Soffi i 2.00 TCDL: 4.2 psf Bidg Code: FBC 2017 RES Max TC CSI: 0.446 Bearings B & H are a rigid surface. Loa � Duration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.558 Bearings B & H require a seat plate. Spa , ng: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.564 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02:02.1208.15 A - B 27 0 E - F 1502 -2274 Lu ber B - C 1623 -2836 F - G 1425 -2325 'Ihord C - D 1425 -2325 G - H 1623 -2836 To P 2x4 SP #1 D- E 1502 - 2274 H- I 27 0 Bot d iord 2x4 SP 91 Web 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Wint Chords Tens.Comp_ Chords Tens_ Comp. Merr er design based on both MWFRS and C&C. B - P 2472 -1319 M - L 2006 -1008 P - O 2469 -1319 L - K 2006 -1008 O - N 2006 -978 K - J 2469 -1348 °, '. N-M 2006 -978 J-H 2472 -1348 s Maximum Web Forces Per Ply (Ibs) NO Webs Tens.Comp. Webs Tens. Comp. P - C 244 -4 M - F 370 -243 C-O 377 -513 K-G 377 -513 D - O 444 -170 F - K 444 -170 . ".. STATE w" D - M 370 - 243 G - J E - M 300 -381 244 -6 40 015A88 FF 50 81 BO BO 7 48 00 99.2E 85 F0 MU gem dra2 st a{2iE '. s"�acd'.rld saaai.4bf BAas=4PAarttas4 nA. Lk.u4nmi00 Ole dal amwil, afQMV.u.�nga S#wl 3 eritirat�xc c�.da,. a tedcc9les:sdcftisAxel_-mt=notcurud md^ a&i—dialed =c 3ha:, estizaac rs.dr<cas eiac erif d fa}wfolsurank macs "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"`IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truskes require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Com 'onent Safety Information, byy TPi anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary iyrr braci g per BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attac ed rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, a4r vnents a. - draw a pi!cab!e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. ke;fer to t draw ngs 16OA-Z for standard plate positions. Aipiri'' , a division of ITW Buildin4 Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss i conformance with ANSIlrPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listin this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and' Pse of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00039 Ply: 1 SEQN: 668240 / T5 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1628-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A6 Wgt 212.8 Ibs / ... 05117/20,18 6'4"9 11' 1611 "4 21' 22'7+ 33 3°7 3219 f } + 6'4"9 4'7"7 } } 5'11"4 4'0"12 1 + Z6'1" 4'7"7 6'4"9 e5X8 E12X4 m3X6m3X4 Z�5X8 D E F G H 12 6 r,t o3X4C 0 I e3X4 fo io m4X6(A2)B Jo4X6(A2) ESKI 1 S R Q P O N M L 1112X4 =3X4 103X6 m3X8 =3X4 =3X6 m3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 6'2"13 4'93 3' 2'11"4 5'11"4 2'9"8 3' 4'9"3 6'2"13 h 1' 6'213 11' 14' 16'11"4+ 22'108 25'8" 28'8" 3353 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 [or, Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.191 E 999 240 g 1561 1718 1940 ! - / 264 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.526 E 999 180 J 1561 / 718 / 940 / - / - 18.01 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.132 L - - B Min Brg Width Req = 1.8 NCBCLL: 00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 J Min Brg Width Req = 1.8 Soffit: 2.00 2. TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.384 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.487 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.487 Maximum Top Chord Forces Per Ply (Ibs Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1664 -2611 Lumber B - C 1644 -2814 G - H 1676 -2599 C - D 1523 -2445 H - 1 1522 -2445 Top chord 2x4 SP #1 D - E 1684 -2611 1- J 1643 -2814 Bot chord 2x4 SP #1 E - F 1684 -2611 J - K 27 0 Webs 2x4 SP #3 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens.1 Comp. -1115 B-S 2448 -1332 O-N 2134 AA MAP S-R 2446 -1332 N-M 2134 -1115 axe - R-Q 2134-1085 M-L L J 2446 2448 -1361 *�4otP Q - P 2134 -1085 - - O 2616 -1373 -1361 No ' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ * S - C 198 - 8 G - O 274 - 327 49 C - R 373 - 377 O - H D R 373 H M 369 369 -397 -176 176 S - -177 - v D- P 653 -405 M- 1 298 -377 N P-G 109 -106 I-L E-P 270 -323 199 -10 40015A38FI=5Bt ,B0BB7€4E00992ES5FS Stix tier cir, eels �erxetsc gz$gne3-rdu2fddblftrtiw' PEiFL, tas.YIDFS57;t aer lic da5r Stta'tvrt it."4'im! ua$ng t54i$T ;kientirun9a, sisaated cs��scs#xf�: d�,arm a�ot cts'asida�tmil d�nadand zealm8 �@ it�5�.>- 3s4henfkaa:u»aode nit Baa�riP'c�asaayc3cctwrsA-. cmlm. "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 ancTSBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy �xney bracing er BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attacheri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, Q xme r itr as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to ± drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIffPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. r z � Job umber: 36CS00039 Ply: 1 SEQN: 668229 / T4 / HIPS 4EB 1828-Cali "C" /DR Horton MEBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Trus ii Label: A7 Wgt: 211.4 Ibs / ... 05/17/2018 I 0 7'812 9' 14'3"11 197 9' 0" 25'4"5 30'8" 1'1 "4 39'8" 7'8"12 1'3" 5'3"11 4'8"5 10 5'6"5 5'3"11 1'3" T8"12 ===4XE 3X4=3X61112X4 =3X4 =5X6 DE F G H I 1112X4C u 192X4 6 A2) B K= i 11 fn 4X6(A2) L S R Q P O N M =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" _i 7'10"8 4'1"11 2'0"3 5'9"13 5'9"13 2'0"3 41"8 7'10"8 11 7'10"8 12' 14'0" 19'10" 257"13 27'8" 31'9°8 39'8" ing Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 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 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.243 G 999 240 B 1561 1720 / 921 / - / 223 / 8.0 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.667 G 999 180 K 1561 1720 / 921 / - /- / 8.0 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS dT EXP: C HORZ (TL ) 0.139 M - - B Min B Width Re 1.8 q .00 :L 10 Height: 15.00 ft 9 Mean HeiL: Code / Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 .00 2.00 TCDL: 4.2 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.566 Bearings B & K are a rigid surface. Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.560 Bearings B & K require a seat plate. ng: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.510 Maximum Top Chord Forces Per Ply (ibs) Loc, from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): IChords Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 2O29 -3246 B - C 1644 - 2767 H - I 1873 - 2960 ier C-D 1811 -2719 I-J 1810 -2719 hord 2x4 SP #1 D - E 1873 -2960 J - K 1644 -2767 lord 2x4 SP #1 E - F 2029 -3246 K - L 27 0 2x4 SP #3 F - G 2029 -3246 ier design based on both MWFRS and C&C. Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2395 -1311 P - O S - R 2260 -1186 O - N 2993 -1625 2260, -1216 R - Q 2260 -1186 N - M 2260 -1216 # Q - P 2993 -1614 M - K 2395 -1340 Maximum Web Forces Per Fly (Ibs) " Webs Tens.Comp. Webs Tens. Comp. 7 C - S 405 - 328 P - H 329, -187 `°'' STATE 0 S - D 489 - 426 H - O D Q 944 0-1 378 - 520 944 - -562 Q E 378 -520 1- M -562 489 -426 - E - P 329 -187 M - J G-P 228 -303 404 - 328 4001 5A38FF5581BOBB7F4900992E95FB Thu Item sena{eziaott3 .}s# radzed=aiadbyPAWalmarther ?E tA. Uc.6:•3TSti3.t careA�daae si<swn a iring a ss+as seHsentxa�ss�m, I ih�tadcc}��surchin d�crWertar� nut wed s�razss u�d -�=�xi end tine wMl wlhan6mflmmde reml tw vu find ca cdectrer"k ei `*'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tru es require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building bra portent Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary etrr bra..ing er BCSI.. Unless noted olherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attaChe�riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, nnr onents,uz asdpplipble. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to LIMP "In Alp;ings 160A-Z for standard plate positions. e, a division of ITW Buildinlg.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 handlinW shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listiil�g this drawing, indicates acceptance of ppro essional engmeerm responsibility solely for the design shown. The suitability antl, use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00039 Ply: 1 SEQN: 668238 / T12 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 1 FROM. AH DRW: Truss Label: A8G Wgt: 242.2 Ibs / ... 05/17/2018 91 1' 0^ 7' 11'6"4 17' 19' I'101 228" 28'1"12 32'8" 39'8" r 7' 4'6"4 5'5"12 + 2' f 2'10" 5'S"12 f' 4'6"4 + 7' `I 12 C� w6DX8 TC2 102X4 =5X6m4X6 Bail 8=6X6 Fxt E F G H ,—axRl J 11 0 j m4X121 T S R— Q P O N M 1114X4 10SX8(R) =8X12 =8X12 =5X6 1114X4 �_qqqN , i - q r-impalp,7i 6qiz &qq qm F4 &F\11 i = i PAri " 4X SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE 11'4" i28'4" 6'4"4 4'4" }2. 5' 5'8" 5' 2 4'44'4" 64"4 t6" rr 6'10"4 { 11'2"4 P12 17' 22'8" + 2T8° 28' 19" 2 32'9"12 39'2°8", r1'� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udef! L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.144 1 999 240 B -116 . / 116 130 / - / - / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.399 1 999 180 S 4524 12025 / - 1- ! - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA ' HORZ(LL): 0.022 M - - K 1872 / 860 / - / - / - / 8.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.042 M - - Mean Height: 15.00 ft Wind reactions based on MWFRS NCBCLL: 0.00 Code / Misc Criteria Creep Factor. 2.0 TCDL: 4.2 psf B Min Br Width Re 1.3 9 q Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.728 p S Min Br Width Re 5.3 9 q - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.525 K Min Big Width are = 1.9 Bearings B, S, & K are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: No Max Web CSI: 0.723 Bearings B, S, & K require a seat plate. Loc. from endwall: NA FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02 02.1208.15 Chords Tens.Comp. Chords Tens. ;Comp. Lumber A - B 27 G - H 14273199 1 Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: B - C 1022 -493 93 H -1 1427 Bot chord 2x6 SP #1 Webs 2x4 SP #3 :W4 2x4 SP #1: C - D 2586 -1160 1- J 1678 j3199 3751 D - E 459 -1040 J - K 1628 3574 Bracing E - F 459 -1040 K - L 27 -20 (a) Continuous lateral restraint equally spaced on F - G 459 -1040 member. Or 1x4 " T" reinforcement. 80% length of web member. Same species & SRB or better, Maximum Bot Chord Forces Per Ply (Ibs grade attached with Bd Box or Gun (0.113"x2.5",min.)nails ��pi� Chords Tens.Comp. Chords Tens. ,Comp. 6" oc. I B - T 396 -857 P - O 3773 11705 Loading ' T - S 403 -884 O - N 3773 1705 * g #1 hip supports 7-0-0 jacks with no webs. wail Us 716 S - R 1031 -2342 N - M 3112 3139 1400 R - Q 1031 -2342 M - K -1407 Wind Q P 2229 -1022 Wind loads and reactions based on MWFRS. �. ..' Maximum Web Forces Per Ply (Ibs) '10: STATE OF Webs Tens.Comp. Webs Tens.1,10, Comp. - 630 * , AV T - C 636 -156 G - P C S 976 H P 1513 433 » - -2197 - -539 �» S - D 1490 -2832 P -1 326 -673 Q - G 8788 -103 N J 822 - 356 2 SERALAI. E-Q 395 -461 J-M 625 -145 40 01 3E t-F 5B 8l BD BB 7F 00 99 2E 85 FB 7#a7t ltcr%traz9sccasak fs�ncd'a�saatad6y ll[ossuc3 rAart�ca, PE(a. ttc.1:47192( cm th. dal —shown abam wzbsa STWL aWAJrn6MN" -, nC,0d tad tt�rtr� dn:t.t�,tt�t�ta�,a� sf�,t�5�al�e ,mao tfs:�sa>E aaeNtast&a�"cassx�Jee+��2xt Gcamrifsed car aeg�ectrar8c ' c�tias: "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 shipping, installing and bracing. ,Referto and follow the latest edition of BCSI (Building Componen[ Safety Information, byy TPI and'SBCA) toi safety practices poor to pertormrng these functions. Installers shall provide temporarryv bracing per BCSI.. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a propperly eiey B3, B7 attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections or 610, o �nzn as applicable. Appty plates to each face of truss and as shown above and on the JoinfDetails, unless noted otherwise. (2efer to 7, xu> position drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinff��Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSI 1, for handling{ installation bracing trusses.A this drawing cover conformance with or shipping, and of seal on or listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. q�awing page_ , The suitability and use of this for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job f Number: 36CS00039 Ply: 1 SEQN: 668257 / T1 / COMN 4EB6 1828-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Tru 1.1 Label: B1 Wgt: 240.8 Ibs .. 1 ... 05117/2018 6'4"8 7'10° 12'4"9 18'0"1 217"15 27'3"7 31'9"7 33'3" 64"8 1'6" 4'6" 5'7"8 37"14 5'7"8 4'6" 1'6" 6'4°8 i =6X6 Fes5X6 C' H a3X4 12 �3X4E 6 t13X6 ,e !r 3X6 D �3X4C (a) (a) JZ 3U4 i I =4X6(A2) B K=U6(A2) 3i A cL T S R Q P O N M R2X4 =3X4 =3X6 =3X8 =3X4 =3X6 m3X4 t12X4 I SEAT PLATE REQ. SEAT PLATE REQ. 39'8" - - i 1' 6'2°12 5'to'5 1'10"1 41"13 _ 3'6"2 4'0"1 1'10"1 5'10'5 6'2"12 1' +27'6°1 12Y"1 + 14' 18'1"13 21.7"15+ 25'8" 33'5"4 398" Lo Fling Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria. ♦ Maximum Reactions (Ibs) TC : 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL / W TC L: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.155 P 999 240 B 1561 / 711 / 965 /- / 408 18.0 BC IL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.427 P 999 180 K 1561 1711 / 965 1- /- / B.0 BC L: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS EXP: C HORZ TL 0.125 M - - B Min Brg Width Re 1.8 NC Mean Height: 15.00 ft Code / Misc Criteria Cree Factor. 2.0 K Min Brg Width Req = 1.8 CLL: 10.00 P So TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.401 Bearings B & K are a rigid surface. 2.00 BCDL: 5.0 g Load lit: psf Bearings B & K require a seat plate_ Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.490 MWFRS Sp 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.565 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): I Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1217 -1885 B - C 1534 -2827 H - 1 1383 -2340 LuMber C - D 1363 -2379 I - J 1364 -2379 To chord 24 SP #1 xD - E 1382 -2340 J - K 1534 -2826 Bo 'chord 2 x SP #1 E- F 1212 -1877 K- L 27 0 ord2x4 WAS #3 F-G 1159 -1618 Bra Ing (a) 6onfinuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs ) me' we ber. Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. member. Same species & SRB or better, atta° grade B - T 2462 -1224 P - O 2051 - 986 hed with 8d Box or Gun (0.113"x2.5",min.)nails �, T - S 2459 -1224 O - N 2051 -986 44" 001, .� x S - R 2050 - 956 N - M 2459 -1245 Wi d R - Q 2050 - 956 M - K 2462 -1245 Ai M, wa r Q - P 1615 - 685 ber design based on both MWFRS and C&C.No 047102 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp: Webs Tens. Comp. T - C 222 - 6 G - P %0 - 327 STATE OF C-S 316 -453 P-H 445 -644 '�' S E 411 H N 410 jik" �� - -155 - -156 Ai .*w E- Q 445 -644 N- J 315 -452 " F - Q 558 -357 J - M 223 -8 Q - G 250 -243 40 01 SA38 FF5581BOB87F4300 9912E S5 FB lists ltarnhasbeenclactr a&�nad'asa9 a�aSadiry fAaamtci Matttncr, ' P£K,tre.s4riszl en Vied= Omwm abm using a SNA.3 aa�easLca 'Lease ftbtcd CoJ3bnulthk dwWM-4mv n.tcrsast6-ad jardsralad nand ttv� xbleB�sAa�arlcmwt.Ca a^arlf�d cal aIDrf �eztmli� caa�lax. "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tru ses reqquire extreme care in fabricating, handlinqg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building functions. Installers temporary Co bra a ponent Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these shall provide crtrey ing per BCSI. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ched riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, "pplicable. as py�llrxtss Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. )Refer to t dra ings 160A-Z for standard plate positions. Alp e, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the this drawing tru list an s in conformance with ANSIl1 PI 1, orfor handling, shipping, installation and bracing of trusses.A seal on or cover page_ _ rig this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability use of this drawing for any structure is the responsibility of the building Designer ANSIITPI 1 Sec.2. For riwre per information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. insto ; SBCA: www.sbcindu .com• IM www.iccsafe.org t G Job Number: 36CS00039 Ply: 1 SEQN. 6682591 Tl51 COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B2 Wat 254.8 Ibs ... / _.. 0511712018 6'4°9 T10° 12'4"8 16'0"1 19'10' 237"15 2T37 31'9"7 33'3"7 39'8° r 8'4"9 F1'6" 4'8" F 37"8 3'9"15 3'9"15 r 3'TB T 4'6" Z 1.6"�' 6'4"9 `1 =3X4 m6X6 1112X4 a3X4 a3X6 a3X4 ®3X8 W3X4 a3X6 -3X4 63(4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 6'2"13 5'10"4 1'11" 3'9"15 3'9"15 2'0"1 5'10"4 62"13 1� 6'2"13 12'1" 14' 201 19'10" 23'7°15 1101 33'5"3 39'8" 1' 6'0"1 2' T6"1'S Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI 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 I U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.154 G 999 240 B 1561 1713 1964 I - / 367 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.424 G 999 180 L 1561 ! 713 / 964 ! - / - 16.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 N - - Wind reactions based on MWFRS EXP: C HORZ L 0.125 N - - B Min Br Width Re 1.8 Des CLLd: 10.00 Mean Height: 15.00 ft �) 9 q 9 Code / Misc Criteria Creep Factor: 2.0 L Min Brg Width Req = 1.8 NCBCLL: 10.00 P TCDL: 4.2 psf Bearings B & L are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.383 P TPI Std: 2014 Max BC CSI: 0.454 Bearings B & L require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.566 Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (lb Chords Tens.Comp. Chords Tens. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1254 Lumber B - C 1561 -2830 H - 1 1326 C - D 1395 -2372 I - J 1413 Top chord 2x4 SP #1 D - E 1413 -2333 J - K 1395 Bat chord 2x4 SP #1 Webs 2x4 SP #3 E - F 1-2K - L 1562 F - G 1264 64 -18 27 L - M 27 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibi Chords Tens.Comp. Chords Tens. MAP B - V 2466 -1255 R - Q 1755 aa� V - U 2464 -1255 Q - P 2041 vs� ":. U-T 2041 -984 P-O 2041 io T - S 2041 - 984 O - N 2464 IF I *y ' S - R 1755 -776 N - L 2466 a 7 + Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. i V- C 232 - 6 R- H 258 C - U 325 -469 H - Q 546 U - E 373 -161 Q - 1 409 E - S 409 - 558 1-0 373 F - R 257 -182 K - N 232 G - R 190 -217 40 01 5A 38 FF51381BO8137F4900992E95FB ThU item 3iasHseenekzSr .qs rt, lad=m waled 5y FAAa'vrel Mzrttn*s, 0 183 351 558 161 PE (FL. 11c.64nVil on the &U Chown a9ama Wag a SHA4 araffif enGcaTies, rA�2. FMted tTimaidi- dou nw tare not Wmlimed%4ned mdMind and the—SKA z zAttentir.�um wda saes! best IW en awlellettWnk ca;IBt. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anSBCA) y sa ety practices prior to performing these functions. Installers shall provide temporary �rtit bracing per BCSI.. Unless noted olhervvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached timid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, B7 or 610, ©pr »nrrrts tr as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to f 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 handlia, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. -8 umber. 36CS00039 Ply: 1 SEQN: 668262 / T25 / COMN 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Label: B3 Wgt:218.4lbs .. / ... 06/17/2018 i 6'4+I +%7 { 398" 18 3 14"7219'05 559"155 1 6-477 11606408 , 59 J s*5X8 1112X4 �-5X8 E F G IB2X4 =3X6 =3X4 =3X8 =3X4 =3X6 1115(4 SEAT PLATE REQ. 39'8" ling Criteria (psq _. 20.00 L: 7.00 L: 0.00 L: %00 Ld: 37.00 CLL: 10.00 t: 2.00 1 Duration: 1.25 ;ing: 24.0 " chord 2x4 SP #1 chord 2x4 SP 91 rs 2x4 SP 93 SEAT PLATE REQ. 6'2"11 5'9"5 2'0"1 5'9"15 5'9"15 2'0"1 5'9"5 6'2"11 1� 6'211 12' 14'0" 19'10" 257"15 2T8" 33'S"5 39'8" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 :ontinuous lateral restraint equally spaced on fiber. Or 1x4 "T" reinforcement. 80% length of member. Same species & SRB grade or better, hed with 8d Box or Gun (0.113"x2.5",min.)nails ' oc. design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defi/CSl Criteria PP Deflection in loc Udell U# VERT(LL): 0.164 F 999 240 VERT(TL): 0.451 F 999 180 HORZ(LL): 0.069 L - - HORZ(TL): 0.130 L - Creep Factor: 2.0 Max TC CSI: 0.592 Max BC CSI: 0.603 Max Web CSI: 0.354 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1561 1715 / 958 / - / 326 / 8.0 J 1561 1716 / 958 / - /- 18.0 Wind reactions based on MWFRS B Min Big 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 -2252 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. Comp. 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 02' * Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - C 273 -5 O - G 286 -177 rM C - P 427 - 600 G - N 464 -172 �g�, S F E - P E- O 464 -172 286 N - I 427 - 600 I- L 273 4 .F° � F O -177 221 283 . .... _ - - 40 015A 38 EF 5B 8180 BB 7F48 CO 99 2EE5 FB 0,1%latx as barnaW o gs ncd=t6scaW by Ma=d Martiacs, i� (EL. t1s.GiTS82(an r>re ea5cskawn aCaxa u".tiaga 53ft T st:thantaraatass ssaie.. puntedapa= aStt& iioc�Aarm GDt¢.tWIdWad danti smatnd and ftVA3 aut4iantkj*Am amrat ba �tdAD4 ear art dactrmraz_ ca*las. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! `"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ,j�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. Apply Agates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (tefer to 60A-Z for standard plate positions. 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 ANSIPI1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ this drawing indicates acceptance of protessionai engineerinBg responsibility solely for the design shown. The suitability ;e of this drawing for any structure is the responsibility of the uilding Designer per ANSIITPI 1 Sec.2. nmj?otttntS; nr. il Job Number: 36CS00039 Ply: 1 SEQN: 668264 / T23 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: - B4 Wgt: 207.2 Ibs .. / ... 05/17/2018 4"9 7 398" 336'"9 0 97 6-4 25779"5378 64"9 --5X8 T 12 1112X4 --5X8 D E F 6 p -3X4C a is VM G 3X4 m4X6(A2)B A 3g P O N M L K J 1112X4 =3X4 =3X6 =3X8 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE I 39'8" �1+ 6'2"13 + 5'9"4 +1'11"16 5'10 + 5'10" +1'11"1 5'94 + 6'2"13 +1� 6'2"13 12'0"1 14' 19'10" 25'8" 27'7"1 33'5"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.183 E 999 240 B 1561 1717 / 947 / - / 285 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.502 E 999 180 H 1561 / 717 / 947 / - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.068 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.126 J - - B Min Brg Width Req = 1.8 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 H Min B rg Width Re q = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.618 Bearings B & H are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to In TPI Std: 2014 Max BC CSI: 0.624 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.580 Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ib GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F B - C 1631 -2819 F - G 1616 1476 Lumber C - D 1476 -2392 G - H 1631 Top chord 2x4 SP #1 D-E 1616 -2483 H-1 27 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. 40 01 5A 38 FF 5B 8180 BB 7F 49 00 99 22E 85 FB 3i3citmmaisaaiaenslarrrorttcsiT/s aidwdstandbya WAWW013", F£(Z:L.lfc.C3TFH2i atrtha:ea2c SflaNlf§ohm taingaSHA-1 azstl�anC,rasr&as aexf e. i"YSaCadc iasrd'Tf stlrr.:., ..asaa�atcciu§ aB dgmd°and*salad VW 6h25e ;,2 x.4hcatiia9ica5ec9en�E he w dfie:{.exts Vd--tmnk- cmjm' "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING[ '"'IMPORTANT•" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS mire extreme care in fabricating, handling, shiooinq. installinq and bracing. Refer to and follow the latest f :'straint of webs shall have bracingg Installed per tU as shown above and on the JoinCDetails, unless a division of ITW Buildinf�Components Group Inc. shall not be responsible forany deviation from this conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing indicates acceptance of pro essiona engineering responsibility solely for the f ;e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI Maximum Bot Chord Forces Per Ply (Ibi Chords Tens.Comp. Chords Tens. B - P 2454 -1322 M - L 2080 P - O 2452 -1323 L - K 2080 O - N 2080 -1036 K - J 2452 N - M 2080 -1036 J - H 2454 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. P-C 210 -6 M-F 508 C - O 328 -426 F - K 433 D - O 433 -168 K - G 328 D-M 508 -321 G-J 210 E - M 364 -462 of failure to build the g or cover page in. The suitability 0 16B 426 _8 Job, umber: 36CS00039 Ply: 1 SEQN: 668296 / T24 / HIPS 4EBB 1828-Cali "C" [DR Horton MESS 1828-Cali "C" Qty: 1 FROM: AH DRW. Trues Label: B5 Wgt: 203.0 Ibs / ... 05/17/2018 5'34 10'0"1 16'9° 23'0"l2 i 29'7"15 34'4"12 39'8" + + t• 53"4 + 4'8"12 + 6'8"15 + 6'3"11 T 6'7°3 48"12 5'3"4 I :5X8 =3X4 =5X6 �-5X8 D E F G 12 . - 6 L�,- T N�� a2X40 H goo 2X4 ,c X - of 'i=4X6(A2) B �4X6(A2) J' 1 A P O N M L K j =3X4 =3X6 =3X4 =3X8 =3X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 10'0"1 1'11;1 4'5"8 6'7"3 4'7"4 i 1'11"1r5 190"1 10'0"1 + 12' 16'5"8 + 23012 27'8" r 29'7"1 39'8" !ding Lo Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TC 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# LOG R / U / Rw / Rh / RL / W TCITL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.211 F 999 240 B 1561 1719 / 931 / - / 244 18.0 BO IL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.579 F 999 180 1 1561 / 719 / 931 ! - / - / 8.0 BC L: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.072 K - - Wind reactions based on MWFRS De EXP: C HORZ(TL): 0.135 K B Min Big Width Req = 1.8 Ld: 37.00 N Mean Height: 15.00 ft ,BCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 1 Min Brg Width Req = 1.8 So, t 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.460 Bearings B & I are a rigid surface. BCDL: 5.0 Lo psf Bearings B & I require a seat plate. d Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0,736 Sp cing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.626 Maximum Top Chord Forces Per Ply (Ibs) Lac. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): I Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 A - B 27 0 F - G 1621 -2860 fiber B - C 1692 -2808 G - H 1555 -2540 1-th C - D 1556 -2540 H - I 1692 -2809 Tob So chord 2x4 SP #1 D - E 1812 -2845 1- J 27 0 chord 2x4 SP #1 E - F 1820 -2860 W s 2x4 SP #3 W4I d Maximum Bot Chord Forces Per Ply (Ibs) M I bar design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Camp. B - P 2456 -1386 M - L 2223 -1174 P - O 2224 -1145 L - K 2223 -1174 O-N 2224 -1145 K-1 2457 -1416 xc , N - M 2866 -1530 �* . Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - P 276 -266 M - G 801 -498 D - P 399 -129 F - M 293 -358 D- N 789 -490 G- K 402 -129 STATIE, OF N - E 300 - 365 K - H 276 - 266 E M 100 a - -96 i 4001SA38FF51381.SOBB7F+4800492E85FB ThU It€mho bemackd[ qzb ad ani �tldby BAanzcl M11thl", L#:C471RZI cA Lic d4wamwffabav winga5swl. axrthcnt�r't�as zrzda ttp6: Ct�f�'Sbf tiffiid�a... �da�stcxxuimd'Aadan6 sealed =6the v'_41at4h€namT5z wien=tbaxcrif dataejde9 tmw_ cmlm: `"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tn sses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,nponenf Cc Safety Information, byy TPI and'SBCA) ffety practices prior to performing these functions. Installers shall provide temporary �r7r�, br 'king per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly att chetl rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 810, p vrnentsynz (Refer f as tipplicabla. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. to drawings 160A-Z for standard plate positions_ Alp ne, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the I. s in conformance with ANSI PI 1, for handling installation bracing irusses.A this drawing e. or shipping, and of seal on or cover pa lis ing this drawing indicates acceptance of protessionat engineering responsibility solely for the design shown. The suitability ari use of this drawing for structure is the the Building Designer ANSI/TPI I Sec.2. any responsibility of per ,For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineihv.00m: TPI: www. inst.o • SBCA: www.sbcindu .com; IM www.iccsaFe.orq H I Job Number: 0 Truss 1828-Cali B6 "C"/DR/DR Horton MEBB 1828-Cali "C" Qty: 1 2.81bs I FROM: RS 301 / T14 / SPEC I DRW; I 05/17/2018 I 8'0"1 13'5"12 19' 28'4"1 29' 33'3"8 39'8" i f 8'0"1 i 55"11 } 5'6'4 7'4"1 AA 43"8 + 6'4"8 G T 25X8 =3X4 12 C D E F m T 8 H �3X4 An 90 v (a) v 3X6(A1)B I_3Xi A J 1112X4 3X8N M a3X8 112X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE I 13'4" 5'8" 20'8" 8'1 "13 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: 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: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 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. Plating Notes All plates are 5X6 except as noted. Wind Member design based on both MWFRS and C&C. 5'0"7 69"12 I T "5 1 4'S""4+ 822 2"5 23S13'2"4 4 39'8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL• / W Pf: NA Ce: NA VERT(LL): 0.032 L 999 240 B 559 1260 1385 /- / 257 / 8.0 Lu: NA Cs: NA VERT(TL): 0.095 L 999 180 O. 325 1147 / 161 / 0 / - 168.0 Snow Duration: NA HORZ(LL): 0.014 K - - 1 752 / 342 / 531 /- / - / 8.0 HORZ(TL): 0.026 K - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.501 O Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.424 1 Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.663 Bearings B, O, & I are a rigid surface. Bearings B, O, & I require a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. c A-B 27 0 F-G 549 B - C 356 - 6138 G - H 520 C-D 163 -14 H-1 659 D-E 435 -187 I-J 27 E - F 435 -187 672 686 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens:Comp. Chords Tens. Comp_ B - P 449 - 232 M - L 631 j 280 P - O 456 -232 L - K 916 485 O - N 298 - 359 K - 1 919 485 N - M 635 - 280 1 Maximum Web Forces Per Ply (Ibs) 03 Webs Tens.Comp. Webs Tens. sun of: C-P C-O 312 -44 418 M-F F-L 225 191 -646 O - D 178 - 97 G - L 432 ® [ �*aw ,' + D-N E - N 319 -410 321 -398 L-H H - K 336 235 k4 A It N - F 783 -1202 40 01 SA38 FF 5081 BO 88 7F4E 00 99.2E85 F8 ah%lrarsFiraa .m ah��gt�srmd z'n9 �aletl sry tAa:mot %ana�cer PEW. IEc.CdriH2!cn eh�d�.ta shawa a6a sasxa a. O'GlriCfttEta:iEd9 �'LS, r"Ybrsd CCpM,imltfik do LMfft min not C=9&Xed SdOWAIMAa hd �lkt�s�.t 2ssY.hantkaS&ssscslen�txcc3fcd'.rn acrydectrmrY Cni L `"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 f Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracin insTalled per BCSI sections B3, B7 or 810, e. Apply plates to each fare of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of buildgthe suitability -2 15 any J�Number: 36CS00039 Ply: 1 SEQN: 668303 / T11 / SPEC 4E B 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qly: 1 FROM: AH DRW: T ss Label: B7 Wgt 208.6 Ibs .. / ... 05/17/2018 E T 11"15 13'9"12 17'11°15 18' " 24'4"1 29' 33'3"9 39'8" T 1' 5 69"13 4'2"3 8" 5'81 47°15 L4 6'4"7 12 T 6 TM j _3X6(A1)B 32 A m3X4 m3X6 E FG U T S' ' R"- m4 I m3X41112X4 m3X4 ! 0 5X6 T 12 H J43X4 I) m �Km3X(3(Al) P O N M 012X4m3X6 m3X8 912X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 13'8" 5' 21' Ft' 71"12 11" 5 5'4"9 " 2 4'8" 5'"5 1'S"11 4'5"5 62"11 1� 7'1"12 1" 1 13'6"4 18'8" 24'82"5 25'8 34 33'5"5 39'8" f 29, ling Criteria (psf) Wind Criteria L: 20.00 Wind Std: ASCE 7-10 L: 7.00 Speed: 160 mph L: 0.00 Enclosure: Closed iL: 10.00 Risk Category: 11 EXP: C Ld: 37.00 Mean Height: 15.00 ft ICLL: 10.00 TCDL: 4.2 psf t: 2.00 BCDL: 5.0 psf ) Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 :ing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 chord 2x4 SP #1 chord 2x4 SP 91 )s 2x4 SP 93 ;ontinuous lateral restraint equally spaced on fiber. Or 1x4 "T" reinforcement. 80% length of member. Same species & SRB grade or better, :hed with 8d Box or Gun (0. 1 13"x2.5",min.)nails ' oc. design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.039 N 999 240 B 529 / 241 / 354 / - 1277 / 8.0 Lu: NA Cs: NA VERT(TL): 0.101 N 999 180 S 687 / 237 1346 / - /- / B.0 Snow Duration: NA HORZ(LL): 0.014 M - - Q 1302 / 601 / 633 / - /- / 8.0 HORZ(TL): 0.027 M - - K 770 1350 1528 / - /- 18.0 Code / Misc Criteria Creep Factor. 2.0 Wind reactions based on MWFRS Bldg Code: FBC 201T RES Max TC CSI: 0.569 B Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.357 S Min Big Width Req = 1.5 Q Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.564 K Min Brg Width Req = 1.5 FT/RT:20(0)110(0) Mfg Specified Camber: Bearings B, S, Q, & K are a rigid surface. Plate Type(s): Bearings B, S, Q, & K require a seat plate. WAVE VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A- B 27 0 G- H 564 - 525 B - C 588 - 579 H - I 934 - 734 C - D 626 -488 I-J 935 -734 D-E 272 -106 J-K 1161 -1131 E- F 584 -525 K- L 27 0 F - G 584 - 525 ice. Maximum Bot Chord Forces Per Ply (Ibs) � Chords Tens.Comp. Chords Tens. Camp. G B - U 451 - 388 Q - P 657 -571 U - T 445 -329 P - O 652 - 571 T - S 444 - 325 O - N 652 - 571 go S - R 340 -262 N - M 947 - 886 ' R - Q 340 - 262 M - K 950 - 887 `41 STATE OF 40 01SA38 rF 56 811l0 BB 7F 48 00 99.2E 85 F8 MU lrarnt'n beary ak s rvd and%eraiadtry raa fwrtinea, �.(a..tk.�97".F9Zi an ��dasz shown aban a gaSHA-1 �z3henw�ascauta. antiO4wma t4cas zz+a9onmtDcveraftmdcanMydecuank criet. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-U 216 -128 Q-H 1513 -1385 U - D 209 - 208 P - H 206 - 2 D-T 109 -31 H-N 171 -61 D - S 751 - 751 N - J 523 - 429 S - E 196 -241 I - N 374 - 383 E - Q 500 - 398 J - M 223 - 31 G - Q 276 - 324 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and fallow the latest edition of SCSI (Building nengt Safety Information, byy TPI and'SBCA) toi safety practices prior to performing these functions. Installers shall provide temposrryy er/rey per BCSI., Unless noted 0 herwise,top chord shall have properly attached structural sheathinga and bottom chord shall have a propperly p rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing9 mslalled per BCSI sections B3, B7 or 610, xrtlents ur cable. Apply plates to each face of truss and position as shown above and on the Join CDetails, unless noted otherwise. (2efer to F , s 160A-Z for standard plate positions. a division of ITW BuildinhComponents Group Inc. shall not be responsible for any deviation from this drawincl any failure to build the conformance with ANSIl1 PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this clrawmg or cover page_ . this drawing indicates acceptance of pro esstona engineering responsibility solely for the design shown. The suitability ;e of this yawing for any structure is the responsibility of the Building Designer per ANSI(TPI 1 Sec.2. Job Number: 36CS00039 Ply: 1 SEQN: 668310 / T20 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: RS DRW. Truss Label: B8 Wgt: 203.0 Ibs T f' 9'11"15l 13'9"12 + 18'8" + 22'4"1 + 29' + 33'3"8 + 398" T 2'11"15 3'913 4'10'4 3'8"1 6'T'15 4'3"8 64"8 H=5X6 T 1 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE I 13W 5' 21' 1' T112 2'11"15 3'4"9 5'1"12 3'6"5 8'9"11 45"4 6'2"12 1' F T1"12 10'1"11 13'A 18'8" 22'2"5 29' 33' 44 3' 8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.037 M 999 240 B 527 / 239 / 338 / - / 317 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.097 M 999 180 P 730 1273 / 339 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.013 L - - O 1229 1557 / 597 / - / - / 8.0 EXP: C HORZ�) L 0.025 L - J 787 / 358 1529 / - / - / 8.0 NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 Des .00 Mean Height: 15.00 ft Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.591 B Min Brg Width Req = 1.5 BCDL: 5.0 psf P Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.329 Re Factors Used: Yes Max Web CSI: 0.513 O Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 ft p J Min Brg Width Req = 1.5 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, P, O, & J are a rigid surface. GCpi: 0.18 Plate Type(s): Bearings B, P, O, & J require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Lumber Maximum Top Chord Forces Per Ply (Ibs Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. 6amp_ Bot chord 2x4 SP 91 Webs 2x4 SP #3 A - B 27 0 F - G 25 B - C 644 - 570 G - H 929 -1 813 813 Wind C - D 696 -515 H -1 935 783 Member design based on both MWFRS and C&C. D - E 405 -316 I - J 1146 160 E- F 724 - 746 J- K 27 0 i of Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Co/np. B - R 442 -392 O - N 623 1570 r R - Q 382 - 307 N - M 616 .671 71 Q - P 382 -304 M - L 972 870 P -0 473 - 386 L - J 975 J 871 Maximum Web Forces Per Ply (Ibs) . Webs Tens.Comp. Webs Tens. Cc mp. STATE. OfC - R 192 - 74 O - G 1701 1524 *► + R - D 236 -105 N - G 216 -4 � a 137 21 D - P 916 - 804 H - M 388 321 P - E 170 - 241 M -1 487 394 E - O 480 - 437 1 - L 204 - 33 40 015A38 FF 5B 81 BO BB 7F 48 0019 2t 85 FB F - O 167 -237 rrttuar�shast�cnakrtssjx�s,casuaiad'hy rsasaselrarts,>cs, �:(n.. u�.urzsz} � rire�aesnrtawo-a6nms .tag asriA.a avdienrxaztewcain. Nbud crpancrtf4 ductimea AM4 mat cuni dA ee dwaiad an! tine 551c ZaxAS�ant3tiaSlwasralc en�[T��d � a�ya9ectfiacsk �➢as. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rec]uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byy TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporaryy{r{ bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 810, otfi xrtrznt, ue as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to T drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling' shippin , installation and bracing of trusses.A seal on this drawing or cover pa e_ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sec.2. 0039 Ply: J0 ICity: 1 1I 231 / T2 / GABLIB1828-CDR Horton MEBB 1828-Cali "C" FROM: AH I DRW: D1GEWgt134.4 Ibs 05/17/2018 1OW 21'4" Z8- —+ V4" - i (TYP) I agX4 ling Criteria (psf) Wind Criteria _. 20.00 Wind Std: ASCE 7-10 L: 7.00 Speed: 160 mph _. 0.00 Enclosure: Closed L: 10.00 Risk Category: II EXP: C Ld: 37A0 Mean Height: 15.00 ft CLL: 10.00 TCDL: 4.2 psf t: 2.00 • BCDL: 5.0 psf I Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 :ing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 chord 2x4 SP Al chord 2x4 SP #1 bs 2x4 SP #3 sting Notes plates are 2X4 except as noted. fiber design based on both MWFRS and C&C. itional Notes DWGS A16015ENC101014 & GBLLETIN1014 for e wind bracing and other requirements. 21W 21'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): -0.001 H 999 240 p" 81 / 37 139 /- / 11 1255 Lu: NA Cs: NA VERT(TL): 0.002 AE 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.002 J - - P Min Brg Width Req = - HORZ(TL): 0.003 J - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp_ Rep Factors Used: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 -24 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 Plate Type(s): C - D 80 -90 K - L 202 -23 WAVE VIEW Ver: 17.02.02.1208.15 D - E 105 -71 L - M 154 -43 E-F 153 -50 M-N 105 -64 F - G 202 -29 N - O 74 -84 G-H 253 -21 O-P 81 -113 H -1 303 -24 P - Q 27 0 4`"$ . � e _ STATE: 40015A38FF5B81803B7F+ 00992EE5FB This andaxaw byr�4Rartiac.8> PS(FL. Lk.s?fH2) ea sL.a s%mSc sfwan alzaws sr-.Aig a SFiSwi asstheatuatsasxda. e sued rr��s�rtf+is dsxa:rs�rt�a mr+tcea�d�d st�aziand zsala�d m6 ii��autricmScaascaue�de rt�t'.�.e�+ifssd-css am�d4zrrar� - sa�lax. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W - V 191 -107 AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 -105 AA-Z 191 -112 S-R 183 -104 Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AE 174 -103 W - J 187 - 83 D -AD 88 - 65 V - K 153 -73 E -AC 101 - 74 U - L 160 -73 F-AB 100 -73 T-M 101 -74 G -AA 153 -73 S - N 88 - 65 H - Z 187 - 83 R - O 174 -103 X-1 0 -162 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTAN" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T sses requiT' re extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building C ponen Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary nneg: bi cing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a proerly a achunmpid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingp insalled per BCSI sections B3, B7 or �10, a 'applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to 01, M ents.ur dr' wings 160A-Z for standard plate positions. Al °fine, a div!s!on of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the t�$s in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . li ling this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability ago use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. D Job Number. 36CS00039 Ply: 1 SEQN: 668232 / T3 / GABL 4EBB 1828-Cali "C" /DR Horton 14 EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: C1GE Wqt 78.4 lbs ... / ... 05/17/2018 7' 14' 7' 7' �- - 18" --+' (TYP) I G=4X4 14' iF 1 h 14' } 1 Loading Criteria (pso 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: 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: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 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_ Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): -0.001 F 999 240 L• 84 / 39 / 40 /- / 12 1168 Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.002 E - - L Min Brg Width Req = - HORZ(TL): 0.002 E - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs TPI Std: 2014 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 - 66 H - I 157 Plate Type(s): C - D 61 -28 I - J 105 WAVE VIEW Ver: 17.02.02.1208.15 D - E 113 -17 J - K B7 E-F 165 -14 K-L 84 F-G 221 -17 L-M 27 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. ( B - V 145 -46 R - Q 164 V-U 153 -47 Q-P 159 U-T 158 -48 P-O 155 T-S 161 -49 O-N 150 S-R 164 -49 N-L 144 0 No 047102' e - ` STATE Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C - V 122 - 56 Q - H 205 D-U 115 -75 P-1 159 E-T 159 -72 O-J 115 F - S 205 - 83 N - K 122 G - R 13 -89 L 83 172 r 75 i 56 40 01 SA 38 FF 55 8180 BB 7F48 00 99 2E25 F8 Wc itar°sisxs ryxsn a4xzlcauYt gs oed w1luziad by Maranl Marthsea, P E (; {.. Stt.947wfonthe &W shower abamtn�agaSNA-1 I 'It.. s sat usda- agd capfimaHii documa = mot crosi&ndstyand s lad and on my dedmnk. ca=ytas. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Are extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Are Information, byy TPI and SBCA)1or safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly l7id ceilingp. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 61D, le. Aooiv plates to each fare of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to a division of ITW Buildingg�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' shippinq,installation and bracing of fruSseS.A seal on this drawing or cover pa e_ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ;e of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 0 Ja Number: 36CS00039 Ply: 1 SEQN: 668233 / T19 / EJAC 4 �BB 1828-Cali "C"!DR Horton /4EBB 1828-Cali "C" Qty: 14 FROM. AH DRW. T ss Label: EJ7 Wgt: 23.8 Ibs / ... 05/17/2018 SEAT PLATE REQ. ling Criteria (psf) Wind Criteria _. 20.00 Wind Sid: ASCE 7-10 L: 7.00 Speed: 160 mph _. 0.00 Enclosure: Closed L: 10.00 Risk Category: 11 EXP: C Ld. 37.00 Mean Height: 15.00 ft CLL: 10.00 TCDL: 4.2 psf t: 2.00 BCDL: 5.0 psf I Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 ;ing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 chord 2x4 SP #1 chord 2x4 SP #1 design based on both MWFRS and C&C. 7 7' Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# C ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): NA B 336 1117 / 259 / - / 173 18.6 Lu: NA Cs: NA VERT(TL): NA D 127 120 / 101 ! - ! - 11.5 Snow Duration: NA HORZ(LL): -0.014 D C 171 / 133 / 91 / - / - / 1.5 HORZ(TL): 0.025 D - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Bldg.Code: FBC 2017 RES Max TC CSI: 0.496 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.368 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 40 DS 5A38, FF 58 81 SO 813 7F 4900 99 2E 95 F8 itlremiwai�iren akckt¢rzzea'�S reu �3 s�al�d �'f rdasa�S A4nrthuxa, ��°�-. tie.axa2g ert£3�sfotawa�--� aer�a sfa �s,�ihantttat�asrxefc_ 4Ezd:as��as�rshas �rxcx�crst��.n�vtcax»Sft�sd s�^xcsi�i scalmsE =6 ahft ,an: gaatsa&az�d, Eflu*.k bo wnf ea% mydeamrk CMPAI_ Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. A-B 27 0 B-C 77 -151 r 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 DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlinp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to 60A-Z for standard plate positions. a division of ITW Buildin�fLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIffPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ _ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability, :e of this drawing for any structure is the responsibility of the Building Designer per solely. 1 Sec.2. Cr)rCj/ ar�nerir�,raz Job Number: 36CS00039 Ply: 1 SEQN: 668234 / T16 / JACK , 4EBB 182E-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW. Truss Label: BJ5 Wgt: 16.8 lbs .. / ... 05/17/20 1 C CV Cr1 1 SEAT PLATE REQ. 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl 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 B 263 / 96 1208 ! - / 129 / 8.0 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 D 90 / 13 / 70 / - ! - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.007 D - C 119 / 93 / 62 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ L 0:008 D - Cf )- Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.309 D Min Brg Width Req = - Load Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.182 C Min Brg Width Req = - Bearing B a rigid sulfate. Spacing: 24.0 " P 9� C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. r Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (lb Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens Comp Chords Tens Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 1015A38 FF 55 8180 813 7F48 00 99 2ES5 FD E ^ttimarzt ffz aia p b ed: 4"afadby MUM wrt s, :FEjFL.tic.�i7t9Elaclt�it°awn'alsaaa ��nga5#?T 1 .. assntiraza�vSa. tedcs�.e�drr��staam n�riczaxiees�d v�✓aa;�a�i�s�afmd ,.I a.'A atkaSiAcat Mu kba mwzd. M=Td=tM k razyta?s:. A-B 27 0 B-C 53 Maximum Bot Chord Forces Per Ply Chords Tens.Comp. B-D 0 0 120 —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 an in shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anrTSBCA) toy safety practices prior to performing these functions. Installers shall provide temporary irrrett bracing per BCSI.. Unless noted olhermse,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, "r nent : r as applicable. Apply plate. to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to i drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling' shipping, installation and bracing of trusses.A seal on this drawing.or cover pa e, listing this drawing, indicates acceptance of 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. Jo6i Number: 36CS00039 Ply: 1 SEQN: 668235 / T17 ! JACK 4B 1828-Cali "C" MR Horton AEBB 1828-Cali "C" Qty: 4 FROM: AH DRW: T ss Label: BJ3 Wgt: 12.6 Ibs / ... 05/17/2018 C 12 6 T � O U-j 2X4(A1) B r ce) � N i 1 � A D SEAT PLATE REQ. 3' 1 3' LJiading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) T L: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL ./ W B 193 / 76 / 162 / - / 86 / 8.0 , T ��L: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA B L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 6 / 41 / - ! - 11.6 B 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.003 D - - C 64 / 51 / 30 / - / - / 1.5 D ,pL: Ld: 37.00 EXP: C HORZ L : 0.003 D - - (T ) Wind reactions based on MWFRS Code ! Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor. 2.0 p B Min Brg Width Req = 1.5 D Min Brg Width Req = - So!11 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.174 C Min Brg Width Req = - L � 8d Duration: 1.25 " MWFRS Parallel Dist: 0 to hl2 TPI Std: 2014 Rep Factors Used: Yes Max BC CSI: 0.072 Max Web CSI: 0.000 Bearing B r a rigidseatsurface. S cin 24.0 9� C&C Dist a: 3.00 ft Bearing B requires a seat plate. Loc. from endwall: Any FT/Rr20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lt}jnber lI A - B 27 0 B - C 29 -105 To chord 2x4 SP #1 Bi I chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) " d Chords Tens.Comp. M . tuber design based on both MWFRS and C&C. B - D 0 0 .'No STATE "wr % 4001SA38FF5581B0B137F4900962E95 FB 1huItem kwtv=ekcix ys ted"wd=2ladbyrmaaualrmwtlmw' F£ (FL. Lte.G474a21 on 0a daft sfwwn abaW trAfio a SFA�l arsth en�a.tfeea se�im rY�andea�la�u3xk�d�*�•�rmn�tccrmid+•�red `,ei�dsm�tifd � and Abc Sxrrq..xentras rxida mr..[tm wedf:'v^d cm amgrdectrerak- ca�ln:: -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T 'sses require extreme care in fabricatingp handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building these functions. Installers temporary C frtponenq bracing Safety Information, by TPI and'SBCA) for safety practices prior to performing shall provide rmeti per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Locations for lateral have bracing installed BCSI sections B3, B7 or 810, at a !applicable. dr ched rigid ceiling shown permanent restraint of webs shall per ndr ronertts;tu Apply plates to each face. of truss and position as shown above and on the Join?Details, unless noted otherwise. kefer to f ings 160A-Z for standard plate positions. All ;ine, t a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the $s in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . li a' ing this drawing indicates acceptance of professional engmeerm responsibility solely for the design shown. The suitability d use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 116re information see this'ob's general notes a and these web sRes: ALPINE: www.al ineitw.com TPi: www. insto ; SBCA www.sbcindu .com; ICC: www.jecsafe.org Job Number: 4EB8 1828-Cali C"O/DR Horton /4EBB 1828-Cali "C" I y: 11.2 Ibs I FROM: AH 236 / T18 / JACK I DRW; 05/1712018 I Truss Label: BJ1 4"3 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: 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: 3.00 ft Lac. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C 0 12 6 C 2X4(A1) B SEAT PLATE REQ. co_F T o to M III 1' Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W B 150 177 / 145 /- /42 18.0 Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 11 / 10 118 / - /- / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - - C -14 / 28 125 I - '1- / 1.5 HORZ(TL): 0.000 D - - Creep Factor. 2.0 Wind reactions based on MWFRS B Min Big Width Req = 1.5 Code I Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min Brg Width Req = - TPI Sid: 2014 Max BC CSI: 0.015 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Coi A-B 27 0 B-C 28 I El 40015A38 FF 5B 8E B0 BB 7F48 00 99 2E &5 FB %U Item h=hemz0xe21ed by Memel Manbt*4 .� (A.. Us.iS&TS92(att M�daes.sfmmrah wig a SHT..1 a8a?3iCii@`ca.Sk'xAr�9d.. s"tatft+��ct`us doetst�a natcazax93esad �;mdsexle�d aad tf S4sA.:2a anLSias�nsu is racsl5mxcdf3ed mavgdwrar* cabins: 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 DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Co.ponen� Safety Information, byV TPI anr7'SBCA) safety practices prior to performing these functions. Installers shall provide temporary �rrrey bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, onr rnttznts fzz as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. W&& to / drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI IfPI, 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page _ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. a JI.Number: 36CS00039 Ply: 1 SEQN: 668237 / T21 / HIP_ 4 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 2 FROM: AH DRW. Ts Label: CJ7 Wgt:42.0 Ibs .. / ... 05/1712018 6'3" f' 9110"1 6.3„ 37" SEAT PLATE REQ. 0 1'S" yj 6'1"4 T 3'2" i 6"l 6'1"4 9'3"4 9,101 ling Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) L: 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 B 330 /208 /- /- /- 110.6 L: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.015 G 999 240 L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 / 175 / - 10 / 0 / 1.5 ,L: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 1- /- /- / 1.5 Ld: 37.00 EXP: C HORZ L 0.008 F iT ): Wind reactions based on MWFRS ' Code / Misc Criteria iCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Big Width Req = 1.5 t 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.241 E Min Brg Width Req = - Min Brg Width Req = 1 Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.326 D - Bearing B is a rigid surface. in 24.0 " 9= C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.256 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: I GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE I VIEW Ver: 17.02 02 1208.15 Chords Tens Comp Chords Tens Camp Lumber IItl A-B 14 -11 C-D 55 -72 2x4 SP #1 B p chord B - C 330 -650 it chord 2x4 SP #1 6bs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) �lecial S Loads Chords Tens.Comp. Chords Tens. Comp. 11 (Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) 0 0 B - G 604 -290 F - E C: From 0 plf at -1.41 to 55 plf at 0.00 C: From 2 at 0.00 to 2 at 9.84 G - F 591 -288 plf plf C: From 0 plf at -1.41 to 4 plf at 0.00 llMAjop C: From 2 plf at 0.00 to 2 plf at 9.84 s Maximum Web Forces Per Ply (Ibs) �*�ee C. -7 lb Conc. Load at 1.41 - Webs Tens.Comp. Webs Tens. Comp_ C: 128 lb Conc. Load at 4.24 238lb Conc. Load 7.07 * G - C 286 -47 C - F 345 -709 C: at u. C: 23 Ib Conc. Load at 1.4110 C: 103 lb Conc. Load at 4.24 C: 179 lb Conc. Load at 7.07 W nd and loads and reactions based on MWFRS. SUNSUNE r 40 015A38 FF 513 81. 8013B 7F 49 00 99 2E S5 FB VAUliti", to t>: ekeircesFca �s red an9a Iddtry Ma AWJ MartbWt ?�. V1. tte.r=ia21 on the em%evima abaw wag ao4Ai VAAhCr1d=tkMZCde. 2rbted xcp!nar€hr`s dxae=Atcmmiderad s?gnaL and vaalad anE th4S=�z Aazdn!kacaen=I tm *rAfW m ssjda tmnH_ fzr.9ns_ ""WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI Jsses "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Componenf br require extreme care in fabricafingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary mrey 'cing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly at, asiapplicable. ached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, 137 or 610, onr ronantx ru Apply plates to each face of truss and as shown above and on the Join Details, unless noted otherwise. (2efer to T dr position wings 160A-Z for standard plate positions. AI t ine, a division of ITW Buildincc��Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the is in ANSI PI 1, for handling installation bracing trusses.A this drawing or cover li ling conformance with or shipping, and of seal on page_ . this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitabdity a d use of this drawing for any structure is the responsibility of the Building Designer per ANSITTPI 1 Sec.2. Gable- Stud Reinforcement—Detali ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Oru 140 Mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = UO Ora 140 Mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ort 120 non Wind_ Sneed. 15' Mean Heloht. Partially Enclosed, Exoosure D, Kzt = 1.00 S 2"Brace Gable Vertical Spacing Species I Grade No Braces (1) lx4 -L' Brace w (1) 2.4 'L' Brace w (2) 2x4 'L' Brace le (1) 2x6 'L' Brace w (2) 2x6 'L' Brace w Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' - ( S P f #3 3' 8' 5' 9' 6' 2' 7' 8- 7' 111 9' 1' 9' 6- 12' 0' 12' 6' 14' 0' 14' V Stud 3' 8' 5' 9' 6' V 7' 8' 7' It' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Q F Standard 3' 6' 4' 11' 5' 3' 6' 7' 7' 1' 8' Il' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' d% #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' S P #2 3110, 6' 7' 6' 10' 7' 9' 1 8' V 9' 3' 1 9' 7' 12' 2' 12' a, 14' 0' 1 14' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7- 10' 11' 11' 8' 14' 0' 14' 0' (U D F L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7- 10, 11' Il' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2- 6' 7' 8' 4' 8' 11' 9' e' 10' 4' 13' 1' 14' 0' 4-> _ U S P rr #1 / #2 4' 5' 7' 6' 7' 9- e' 10, 9' 3' 10' 7' Il' 0' 13' li' 14' 0' 14' 0' 14' 0' #3 4' 2- 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2- 7' 1' 7' 6' e' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' H F Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' \ / Q1 d X d 7 O S P DFL #1 4' 7- 7' 7' 7' Ill 9' 0' 9' 4' 10' 8' 11' 1' 14' 0' 13, Il' 13' 4'1,44011111 13' 4' Ill 10' 14' 0- * # 14' 0 14' 0 14' 0 . 14' 0 # 14' 111 14' 0 13' T er :�l #2 V 5' 7' 6' 7' 9- e' 10, 9' 3' 11' 0' #3 4' 4- 6' 5' 6' 10' 6' 6' 9' 1' 10' 11' Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 11' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' E1JE6 10' 10, U O t--i S P F H F #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 101 2' 12, 1' #3 4' 7' 8' 2' e' 5' 9' 8' 10, 0'Ill 12, 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' 12' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' S P D F L #1. #2 5' 1' 4' 10' 8' 5' 8' 3- e' e' 8' 7- 9' 11' 9' 9' 10' 3' 10, 2' Ill 9' Ill 7' 12' 3' 12' V #3 4' 9' T 4' T 10' 9' 8' 10' 1' ii' T 12' 0' Stud 4' 9' 7' 4' 7' 10' 9' e' 10, 1' 11' T 12, 0' Standard 1 4' 7' 6' 6- 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' able Truss Diagonal brace option, rT vertical length nay be doubled when diagonal 18' A brace Is used Connect L I diagonal brace for 600# at each end, Max web Brace total length Is 141. 2x6 DF-L #2 or better diagonal T I Vertical length shown braces single 8' In table above. or double cut 451 (as shown) at upper end Connect dlagon Tat . mid olnt of vertical web. �IJ11� '� I ��! , I I I Refer to chart above for —VARNDK;t- REAR AND FO.LOV ALL La1Es-IN TMts BRAYINfd ..IWMTANTwe PlR 4SH THIS BRAYING M ALL CONTRACTORS DCLLMDN6 THE 1INSTALLERL Trusses require extreme care In fabricating, handUng, shipping, tnstalUn and bratlng. Reim, to and PoHow the Intent edition of SCSI (Building Component Safety Infonmtlon, 6y TPl and SBCA) for.. safety - Z practkas prior to performing these functions. InStnUers shill provide tenporcry Madng per BCSL had sheathing nail bottbn chord Unless noted otherwise, top chord shall hove properly atta structural shall have a properly attached rigid ceiling. Locatims shorn for permanent lateral restraint of webs , 1 shall have bracing Installed per SCSI sections 113, B7 or H10, —applicable. Apply plates to each face f truss and position as shown above and on the Joint Details, untess noted otherwse. I�ILI�� ReFer to tlrawings 160A-Z for stondord plate positions Group InG not be responsa,le for any deviation from AN ITWCOMPAW Alpine, a divkton of ITV Building Canpanentc Shall this drawing, any Failure to blld the truss In canfornance with ANSI/TPI L. or for handing, shipping, installation 6 bradng of trusses. A seal on this drawing or cover page listing this drnwUp, Indicates acceptance of prrofesslaml engl ex•bug responsU�lilty solely for the design, shown The sultabitity and use of this drawing for any structure Is the respalsenity oP the SuS&Q Designer per ANSIAPI 1 Sec2. 13389 Lakefront Drive Earth City, MO 63045 For nave Information see this ,Job's general notes page and these web site. ALPINE, nwatpbuetteconl TPI, nw,tpinst4rgi SBCA� wwwsbcindustry.oro IC6 wnJecs4Pe4r9 0 Bracing Group Species and Grades, Group AI S ruce-Plne-Fir Hen -Fir #1 / #2 Standa#2 Stud 03 Studrd 1 #3 Standard ➢ou las FIr-Larch Southern Pinewww #3 #3 Stud Stud Stnndnrd I Standard Group BI Hen -Fir #1 6 Btr #1 Douglas Fir -larch Southern Plnewww in #2 #1 cq -ess-Rated Board). Industrial 55 or o� d Boards. Group B cri z,vx, ,hese nodes. m o IL Notes, n Is L/240. Sr 75 pif over m 'ea o B TC Dead Load). v 4' 0' outlookers plywood overhang. In ,Q a d 1.128'x3,0' min) malls. nalts at 2' O.C. ,c. between lanes. nails at 3' O.C. vi ,c. between zones. kB7 'wLa of —1 of we Gable Vertical Plate Sizes Vertical Len tin No Splice + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. less than 4' 0' 2X3 Greater than but 3X4 -Sr A1'C Ldf C xs+ "a` MAX, TOT. LD, 60 PSF SPACING 24,0' EF ASCE7-10-GAB16015 ATE 10/01/14 RWG A16015ENC101014 Gable Stud Reinforcement Detail ASCE 7-10i 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 nr, tan mnh Wlnd Snood. IA' Mann Halnht. Partially Enclosed. Exnosure D. Kzt = 1.00 2"Brace Gable Vertical Spacing Species IGrade No Braces (1) Ix4 'L' Brace w tl) 2x4 'L' Brace w (2) 2x4 'L' Brace w (1) 2x6 'L' Brace w (2) 2x6 'L' Brace No 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' S P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' U' U u r Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' il' it, 13' 7' 14' 0' O I� r Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, 1' 14' 0' "1 3' 10' 1 6' 4' 6' 7' 1 7' 6' 7' 9' B' 11' 9' 3' 11, 9' 1 12, 2' 13' It' 14' 0' #2 3' 8' 6' V 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' 11' 8' 9' 9' 1' 10, 1' 10' 10, 13, e' 14' 0' OJ F Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' to, 10' 13, 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' e' 6' 1' 7' 9' 8' 3' 8' 111 9' 7' 12, 2' 13, 0' U_ #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' !0' 1' t0' 6' 13' 3' 13' 9' 14' 0' 14' 0' S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' e' 9' ill 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' U L� Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' L n, Q d X 0 \ ° i� F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' 11, to, 12, 8' 14' 0' 14' 0' is, 5' 13, 3' 12, 5' N�* il' 0' �eKz 14' 0' 101 14' 0' 144 14' 0' . 13' T 14' 0' , LU f S P DFL #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' Stud 4' 1' S' il' 6' 4' T 11' 8' S' 10' 0' 10, 5' Standard 4. 0' 5' 3' S' 7' 7' 0' 7' 6' 9' S' 10' 2' U O S P F H F #1 / #2 4' 8' T il' 8' 2' 9' 4' 9' 8' LO' 1' li' 6' #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 1 11' 5' Stud Standard #1 4' 5' 4' S' 4' 10' 7' 7' 6' 6' B' 0' 9' 2' 8' 8' 9' 5' 9' 6' 9' 3' 9' 9' 10' 11' 0' 11' 110 11' 2' 11' 5' 11' S' it, 8' d CU S P D F L #2 4' 8' 7' 11' F713- 9' 4' 9'.8' it, 1' it, 6' 14' 0' 14' C' 14' 0' 12' 8' #3 4' 6' 6' 10' 9' 1' 9' 7' il' 0' 11' 6' Stud 4' 6' 6' to' 9'1'9' 7' 1l' 0' it, 6' Stnndnrd 4' S' 6' V 8' 1' 1 8' 7' 10, 11' 11' 5' About j� able Truss Diagonal brace option- ,- vertical length may be doubled when diagonal 1B' W brace Is used. Connect L diagonal brace for 690q 'L' T at each end. Max web Brace total length Is 14 iiE31E 2x6 BF-L 02 or better diagonal 'r t Vertical length shown brace) single 8, In table above. or double cut 45' (as shown) at .L. .1 upper end. Connect dlagonT at .I11111 till mid olnt of vertical web. Refer to chart above for roux g*Rine y(gril(NM, lenti ..VARNINGP. READ AND FOLLOW ALL NOTES ON THIS DRAVINS .\` �rIv�` ..OWING DRTANT.. FURNISH THIS DRAVM TO ALL CONTRACTORS INCLUDTHE INSTALLER& `��� \� %J➢.''i� Trussquire e.treme care Ii fabricating, handling, shipping. Instal0ng and bracing. Refer to and fes re allow the latest edition of SCSI ceuading Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSL p`l' Unless rated otherwise, top chord shall have properly attached structural sheatKnQ and button chord _Z No w shall have a property attochetl 1gid ceiling. Locations shown for permanent lateral restraint of webs rl F•�� 11�� shall _: bradr, Instatied per SCSI sectlons B3, 87 or Big, as applicable. Apply plates to each face _ ,[ Q II IL—J1� of truss and position as shown above and on the Joint Detats, unless noted otherwise. _ T1 II i� ILI�� Refer to d,owings 160A-Z for standard plate positions, Alpine, a division of ITV Building Components Group Inc shall not be responsible for an tlevlation from ` ATE OF AN ITWCOMPANY this drawing, any failure to build! the truss in conform— with ANSI/TPI 1, or for hadwlin0, shipping, Z .p A Installation L bracing f trusses. / V�, A seal on tins drawing or cover page listing this al—Ing, Indicates acceptance of profeS.I not l r V 'V e respons6suty safety vor the de shown me suitability and nl5e of this aro.anp ' OIXI 0 R ` •F`' e h the resdnords$nYlty of de &, W- geskwxr per ANSVTPI I Sect. ,.. i... Bracing Group Species and Grades, Group AI S ruce-PlMe-Flr Hem-Flr #1 / 02 Standard 02 Stud 03 Stud #3 Standard Do u Ins Flr-Larch Southern Pinewww #3 03 stud stud Stnndnrd Standard Group B, Hem-Flr 01 6 Btr #) r-.,thern Plnewws 01 w ,O •ess-Rated Board). Industrial 55 or ji i d Boards. Group B these rides. It Notes, � is L/24o. r 135 pif over, d TC Dead Load). 0 " 1 4' 0' outlookers wy e plywood overhang, do sZ qp a' j " 1.128'x3.0' min) Malls. 3n nails at P. o,c. .c. between zones. m„i 2 a Halls at 3' o.c. O = a C. between zones. t I Eg q of 80X of web memoir teng— Gable Vertical Plate Sizes Vertical Length No S lice Less than 4' 0' i 2X4 Greater than 4' 0', but 4X4 less than 12, 0' * Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. TOT, LD. 60 PSF REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 _G_oJedke _ t a-i l-- For Let -in Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of member length, No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required Relnfo Menk Go Tr Gable vertical length greater than 48' 'L' or 'T' brace required Gable Truss Plate Sizes Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. (E)Refer to Engineered truss design for peak, splice, web, and heel plates, ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Examplel 2X4 2X4 42XE3 Provide connections for uplift specified on the engineered Attach each 'T' reinforcing member with End Driven Nallsn lad Common (0148'x 3.'min) Nails at 4' oc. plus (4) malls in the top and bottom chords. Toenalled Nallsl lad Common (0148'x3',m1n) Toenails at 4' ox, plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable de - wind load. ASCE 7-05 Gable Detall Drawings 1 A13015051014, A12015051014, A11015051014, A10015051014, A A13030051014, A12030051014, A11030051014, A10030051014, F ASCE 7-10 Gable Detall Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPED101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - air - End -mall c+' IAZ orcIng members, r fi ased on X* 0P U_ )able vertical chord, ® ast match size, iforcing member. ►/ 'T' Brace un n Z o C Ago s=.i 1 = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1,30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = IV 2' ����1� ll� lUl�\\IJI AN iTW COMPANY 13389LakekantOtve Eat City, MOBM "VARNDOW REAB NM FELISM ALL MOM M TMS BRAvwli segM1UtTAMI» FIRMSII TIM MAV1Mi M ALL CINiRACTLRS BMIUMM TIE 1KTALLFR8, Trusses re9n�'e ex1reno care In fabrtatkV, handling, shipping, Installing and bracha. Refer to and follor the Latest edidon oP BCSI <Bna,a+g campornrM safety b+farnatlwn, by TPJ and sBCA> for safety pprrnnctices prbr to perFondnp these funetlons. Instaliars shall pro vYle temp br per BCSL Unless rated otherwlae, tap chard It have properly attached structurot sin uwng bottom shall have a properly attached rkNi co6Np. Lac I. shorn Por pernanortt lateral rostraht of webs BT or DDID,et fts un ess ble. Apply plates each Paco sand on the shall have lradr�p Fnstntled per above tlieMse. of truss and sTklon as shorn above and on the .blrrt Betads, wises rested ofar R Npini, a dvl� off ]TV BuI&V ConpcneMs Gr upstandard ptate b bne, shall not be responsbte for any de ran this &,ing, any fame to Wid the truss In co�Pornance with MSI/TPI L or for randlmg• hrn iL stallottobracing of trusses, A seat on lift drawft or cover pan Ustknp this drawing, Indicates acceptance of professional mpruerlq sMfly for tM` � sheen The suho6Wsy am use, of this dra0L+p far aenY struct,re Is ►ssponsWity of the IhAdr� Designer Per ANsr/TPt 1 Sec& For more bnforwtlon sae this Jobs generat notes page and these web sltasn ALPINFi wwwatabettvcant TPB www.tolnstorni SBCN tr wwwsbcVdusvorai ICCI nwJccsofe.oro laiau+n�s,rrrtut s = ,`�osF•�' ^�^ No a&nS2 ie«. ' waua...s can.... . � MAX, T❑T, LD, 60 PSF REF LET —IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR, FAC, ANY MAX, SPACING 24.0' 2; x Hip Frame Details 13 /Hip Frame \. / A V A AA:... Hip frame stops at plumb cut of jacks to maintain pitch continuity. Hip frame lumber is SPIT, So, Pine, HF, or DFL Standard, Stud grade, or better, See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, 'R' Hip frame chords may be trimmed up to 2` to fit, purlins must be intact and properly attached. T Common T es Stepped Hip System Trusses #1 Hip Pitched and Sheathed Chord Area ttach t all c s N�� : 1 hip a� d ing, 1;N" O0 cAc all Setback ---- Stepped Hip System Trusses Use this detail ASCE 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame Hip frame - provided by truss manufacturer, is designed to provide bracing for flat top ASCE 7-10, ASCE 7-05, 160 140 mph, mph, 30' 30' Mean Hgt, Mean Hgt, Partially Partially Enclosed, Enclosed, Exp Cat D, or II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber, Structur anets must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hits\a'fT't���i����fts♦rUns, —WAPN04OW- READ Arm FOUMV au NGTES IN TM DRAVDICil 'l" REF HIP FRAME -INPMMT>•s FMM n(IS DRAVM To AIL IntTRACT�ts DMtM G THE TN8TALL.ERS. �@' �GElvs� FoT,ulloestha lata'ct etlltionextreme ofcare BCSI IBu Fabricating, Canponant Snfoty�[nf,rnntlonbY°OdrPt amid sacw`F sov¢°"aty �j-a DATE 10/01/14 prac4fces prier 4o performing these functions. L,sWU¢rs sMll provide t ar brazi d r BCSI. Wt. not¢a oa wise, top chard shall have properly attached serucwrol sh¢n'iwno one bo ton d ors * - DRWG HIPFR1801014 n shall have o property attached r&Ip .damp. �ocntions shoe. for pernanent laterol ra T—Irt of ebs, _ shall have braUng installed per abol sections th 87 or Bla, as appUcahla. Apply pl.Ls a to each Face d IIIII�JJIrrL��-JJ��'71 of tress and pposiswn as sho.n stave and on the tomt Betnas, weess noted othenise. /S A�E Refer to Musings 16CA-Z for standard plate posttlons. .0 ! Di• Alpdm, division of ITV Buadtna Components Group Inc shall mt be respans�le for ony aevintwn from S A' Q IJI tTW ODMPANY this dro.%g, any I-- to buad the truss N conformrrce with ANSt/'TPI I, or for handBna. shipping, � t7 P. Nstallation I bracing of trusses. o io. �aCr A seal m this drae4p or cover page ustkig tus drashp, tnJcnt¢s acceptance of proles Mt a gresponsmiuty adely Por the aes�n sham Tao sultabelty and use of this dra.InB For` 'struatura Is tl+e resporusWNkY oP tho BuNaMa Doslipw per ANSVTPI I SecP. _ ndhese=.-we�gta For-Hare'inFornaYFan-se¢-thisb's=general-notes=pogo-a Earth City,M0630d5 ALPINFJ rrealphlolte.con/ TPa nwtpinstA SBCfa ne.abclndustry Valley Detail - ASCE 7-10; 160 Mph, Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. �O� Attach each valley to every supporting truss with, (2) 16d box (0.135' x 3.5') nails 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, I- 2X4 X4 f�-- 8-0-0 max -I 04 30' Mean Height, Enclosed, Exp. C, Kzt=1,00 Unless specified otherwise on engineer's seated 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 Ueu 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 on engineer's sealed design Or By valley trusses used in Ueu of purlin spacing as specified on Engineer's sealed design, Xxx Note that the pu beneath the valle ++ Larger spans may not exceed 14'-0' Pitched Cut Bottom Chord Valley Valle Spacing E ce-nalled X4 Q- G\�g � SQa ss n • _ • • I 1,ommon I I uses Partial Framing 20-0-0 (++) at 2 o.c. Plan Supporting trusses at 24' o.c, maximum spacing. lltplunuWryry dvARrmlceo FAn NM FGLWV ALL NGM e7 WS BRAVM 7W DWMAE M �� AR '* 4 TC LL 30 30 40PSF REF VALLEY DETAIL MWORITANfd FtJF&dSH TM BRAVMG M ALL CONTRACTORS BN WDM Trusses requre extrene care In fabricatbg, handling, sMPpb9, bh•taiUrq and brodng, Refer to and �•' `\ '1 r DL 20 15 7PSF DATE 10/01/2014 Folios the latest "ton of BCSI (Binning Component Safety Infornatten, by TPI and SBCA) for safety �,(",%�lg � ,- `qe jC DRWG VAL160101014 pprractkes prior to perfo 4 Q these Functbre. Instauers shall provide tenporary Ern per BCSL UMess noted otherwise, tap dhow shag have properly attached structurd shentlning batta• dhow ` BIC DL 10 10 10 PSF r �� d �ILJ)� shall have a property ottadhed Hold ceMng. Lo-dons shown for penharont Iaterol restraint of webs shall have bra Instatted per =1 sectionc B3, 97 or Bla, as applicable. Apply pintas to each face of truss ad position as fors and an the Details, u+tess rood atlrrelso. i = B LL 0 0 0 PSF 1r Md tTW OOMPAPIY lr standard ions Re Far to tlrarings 168A-Z for strndnw pinta postUons. a divWw of ITV Bul�p Conponents Group Inc. shall not be responslbaw for any deviation fron this drawing, falture to buAd the truss In with ANWAPI 1, or for har mv, shlpphg, liT E or - T13T. LD. 60 55 57PSF .'Alpine, any confornance InstnUatbn L hrnWp of trusses. A seat on this drowbng or cover page Ustthg this draw4p. Indcates acceptance op professional the this drow4p ��tt -f^• p� 1.15 ISS pre�rns�t�. solely for the d•slgn shorn sutabilty ord use of Far orry hstrucMe'e k Stu r••p°^ y of the BdWp Besl9rwr per ANSI/iPI t Sect. �� ;, r am.` � r�� UR•FAC.125/1.33 SPACING 24,0' 13389 Lakelron10rive Earth City, MO Drive3NS For pore Infrrnntbn see this job's general notes page and these web sites ALPINE: wwwulpineitw.coml TPL wwwApbnstargl SBCAj www�sbclMueby.orgl ICO www.lccsrfear9 ` ((�'� �s. y``� fi lAI M'i: h Piggyback Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 Ft Mean Hot, ASCE 7-10, Enclosed Bid% located anywhere in roof, Exp C, WindDL= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Btdg, 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 purtins. The building Engineer of Record shall provide diagonat bracing or any other, sultable anchorage to permanently restrain purtins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. Irr .Refer to Engineer's seated truss design drawing for Planyback and base truss specifications. Detail A 1 Purlin 12 Up to 12 17 4' 2' . �Z 2' Spacing = 24' o.c, or less Top Chord Scab (Typical Each End) Flat top chord purllns required at both ends and at 24' max o.c. spacing in between. Detail B 1 Purlin Spacing > 24' o,c- 12 Up to 12 V Piggyback cap truss slant nailed to bracing with (2) 16d box nalts (0.135'y chord with 2x4 #3 grade scab (1 sld- attached with 2 rows of 10d box nal Attach purlin bracing to the flat tc using a minimum of (2) 16d box nails I 0 I I // I I dq- O.C. max Full Chord Scab (Typical Each End) Chord Flat top chord purtins required at Depth both ends, punkin spacing > 24' oz. Note- If purtins or sheathing are not specified on the flat top of the base truss, purtins must be Installed at 24' o.c, max. and use Detail A. T�ddd?iiiiilll THIS DRAVMG�,q`� ..IKPQITANT.. VARNDa— READ AND F SH TKRSS MVD ,MALL �ITTRAETURS VICLLMING THE MSTALLERRs q ife, Trusses require a.trene care In fabricating, h"O-a, shipping, Instaigna and brncingg.. Refer to and \\ F... the latest edition of BCSI (Buliding Conponent Safety Infonnatl.n, by TPI and SWA) for safety Unless sCnnoteddhor to othervIse, top gthese chord shall hve properlyl attached �structurnovide l shea?Nng and battonCS hard .� \GEf� N �� y shnll haven properly attached rhgld celiing. Locatbns shown for pern-ant latarol restroht of .ebs . �� cWl have bracing Instnited per BCSI sactlons B3, R7 or Bla, ns applknbta. Apply plates to each face of truss n'd position ns show above and on the Joint Betais, unless notrd .therwise. _= AN (rW07MPANy Refer to dra.hgs IW_Z far standard plate positions. Atpine, a dvislon of ITV BWdhg Canponents GroInc shall not be responslble for nnyy dwW tkin fron this dra.ing, any F.Q— to build the truss in c.n1...ance with ANS1/TPI 1, or for hndgng, shipping, +-0 '+ AT� Oft Instatlatlon L brachg of trusses. A seal on this d,.ahg or, cover page listing thls dr-Ing, hdlcates acceptance of professiorwl englneerft responsfbAlty sdely far the deslar- show The sultoWUty and use of this draehg s �` 9 forany strue4re Ie tha responslhilty of the Bul�-g hag--ee' per ANSI , 1 Sect ALPINE- ♦ Piggyback cap truss slant nalled to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab (I 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 #3 grade 2x4 scab may be replaced with either of the foltowing- (1) 3X8 Trutox nln+ n++nrhad with (RI n.iPn'vh.A75' nails, (4) TC or (1) 28PB r u't piggyback a truss TC with tV •�gg+ g hru holes of 44a ., ids, Ul . E e -d member, and aer chord (4) d as 00 In o.c. with hard and (4) tates may be mb ces. wfi ' ig gussets '3 6d common . m c cnp bottom lord. Gussets back faces. .p & 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face), Attach 8 8' o.c. with (6) 10d per scab, (3) In cup bottom box nails (0.128'x3') chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB wave piggyback plate to each face o.c. Attach teeth to pplgg back at time of Icntlon. Attach to suppor ng truss with 1.120'x1,375' nails per face per ply. -back plates may be staggered 4' o.c. front REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 CLR Reinf orcing 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 detall is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type, Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 i row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(i) 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. (BYO Center scab on wide face of web. Apply (1) scab to each face of web, Member Substitution T-Reinforcement Or T-Refnf. \ L-Reinf orCementt or \\` L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3A',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. o n Q Rein, , Scab Reinfo g_ 9 a. ,w U. A l scab(s) to u . Nopmore than (1) s • m Attach with 10d (0, $l at 6' o.c. ReInforclZ Oul.- " minimum 807 of web, . u �t to v 3 v mWARINDOss WAD AM FMIDW ALL COTES w TIM DRAB° .eli MTANTsa FlMaM nos DRAVHVS TO ALL M IRACTM MIXUONG THE INST&LERS o,W Aw 'f'1 . ��` \)SL Al. t1 /i� TC LL PSF REF CLR Subst. Trusses re im .xtre-e core h fabrkntl hnndll crlppEnp, InstnlU and bru Refer to fotlo. tyre tat�est edwon nF Hcst tBulld;rgt co oonent sa'avty tnfornat�onrby TPI ard ieeAl for safety �� AlA -!� TC DL PSF DATE 10/01/14 DRWG BRCLBSUB1014 practkes prior to perforning these iuncttons. InstnUars shall provele teeporory Mnckg per BCSL Unless rested otherdse, top chord shalt have property attached atructurat shentHnq and barrow dhold O-U have a attoehed NOW eetUrq. locotbns shorn for per -anent lateral restraint of .ebs ` ��C�S C DL PSF s property B7 or H10, ns appllcnhlo. Apply plates to each Faco shall hsvo and of trues and pins Icon s shorn above and on tM JofM Dat.fts todsss noted otherdsa. Vn� tnstaLLed per Hb. se W — the = A 1't SC LL PSF Refer to draw gs I6OA-Z for standard plate posltlo— Alph., Wtsl- of ITV Mding Components Group In, shall not be responsible for anyy devtatlon fro- PSF AN rTW COMPANY . this dro.lnp, any faUure to buRd the truss In conformance ►Ith ANS!/TPI 1, or for hard n0, shg ptr g, ATE ci;` TOT, LD, hstallotlan 6 brodn8 f trusses. A ...I on this dro.Np or raver pat). U trw ttd. d-40%. hdtcateswrof profe ttr+ettyhesorleeslypaFnoarmGtlth�Ye�odMfe�stlqhe«+ sifom use of h—.sh,W frny r N1MI I Seel (" . DUR, FAC.&ddg SPACINGEah 13389 Lakefront DAv City, MO 63045 �r�a;a �rnaMgapt..awn9ar i...i�- dl1aaw�.uc�.nd ., t4 Cracked or Broken Member Repair- Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces May be increased for Duration of Load or web member, This design Is valid onlyy for singgle ply trusses with 2x4 or 2x6 broken members. No more thnn 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 CU = 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)(L) + (B) Scab member length (S) must be within the broken panel, Nall Into 2x4 members using two C2) 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 nails (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 toads. S L L 4' o,c, Typical ~ + 0 + o + o + 0 0 + 0 + 0 + 0 + 2• [-- Stagger + = Back Face 10d Box (0.128' x 3', min) Nails 0 = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Nail Spacing Detail 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 r 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 e 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord PYa PA-7nA asgntt a4-4ntt $ 0. Icy c+ r C° 'T . 21 a n {� e a3t Fd' 'A Ct .iY p u 3210# 4745# 3835# 5725# 4445# 6660# Web or Chord Web or Chord Web or Chord Web or Chord Web or Chord sell � � Ln U_ x 6twavr*' aU. d r �11 0 g� MlMnum �_ L Distace B; nL v VARNIl READ AND FDLLDV ALL NOTES ON TNIS DRAWING! �• <V— -- ..Dd'ORTANTo FURNISH THIS DRAWING M ALL CONTRACTORS INCLUDM THE INSTALLERS. ,� Trussos roquw extreme care in fabrkatg1 hamdling, shippIng, VstalUnD and braclng. Refer to and `:�� folios the latest aditlon of BCSI Mu.dirg Car 4on Safety Inforratlon, by TPI ontl SBCA) far safety practices prior to periorning these functions. "'taller. shall pr"110 temporary bratlng par BCSL - NO Unless noted other.% top chard shall have properly attached structural sheathing and bottom s 2 shall have properly attached rlgld -Aing. Locatlons shown for permanent lateral restraint of nabs L�U 0 !r--� shall have hraoas ins Rod per BCSI sections B3, B7 or B10, s oppl�nbly. APPIY Plates to each face d LL"--» of truss and bra" as shorn above and on the Joint Detalls, u Aess noted othxrrlse. Refer to d...ings 16OA-Z for standard plate posltbns. I: 01F Alpine, a division of ITV Building Components Group Inc. shot( not be responsible for any deviation from ,A AN i1'W OOMPANY tHs d-arIng any fa6dre to biAd the truss in conformance with ANSLTPI 1, or far handUng, sHpphl �� "!' Instaltotlan & br. of trusses. ��jAN pp A see( on this drnoU0 or lover poge Dsthng tHs drooling. Indicates acceptance of professional I„Oi�[a o "'t 4 ennlneerNa resaonsmility solely for the design shown. The sultauKy and use of this ,drawing EaM Ciry, MO G30a5 i r or -note inrarwvon set ALPWE� os.alplrwltr.conl TPL r t REF MEMBER REPAIR DATE 10/01/14 DRW6 REPCHRD1014 STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' DC MAX. LENGTH TOTRIM ILLER 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 (❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS), XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ❑RIGINAL 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' O.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' D.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-T❑ AN"ITCH-4i NY -SPAN, ANY TOP CHORI LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND IOPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS T USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF lOPSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, BER 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 s �, ICATION DOES NOT INVOLV M II CHANGING LOAD CONDIT 1W�r 5g NTS MAY CHANGE BASF j TION, - USE AN ALI� o NNECTION, USE ALPINE 0u OF EACH VERTICAL" "` F EACH JOINT, IF NEEDED, _ :ED WITH AN ALPINE WA & o OR AN ALPINE WA' ? *+ CE), U. PLACE FALSE���egrae.e FRAME ECH❑RDL SE �ELREQ, — J❑IN VERTICA ro ° '> 10d BOX (0128'x3') NA RTICAL BLOCK: - MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') 2 3' ❑.C, AT THE FALSE FRAME HEEL JOINT IF DESIRED, - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') xl.375' NAILS INTO 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 JOINT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). —WARN0,10. READ Ace FDLLOV Alt wren DH TIRS DRAVM ``cat- 1vtoij wsI1 °a REF BC FILLER MTWra FUBOSH TIOS WAVIw M ALL CWTRACTUM DeC1lMM TM MaALL[RS. .� i Trusses require atrene care In fabricating, handDnO, shlpph�g, Instntting and bracing Refer to and G. DNS '�f `"� DATE 10/01/14 fallow the latest aNtlm of HCSI (D "" Component Safely iniornntlon, y TPI and BCN for safety `� �Q �� pprrnnctices prior to perfornlnp these functions Installers shag provide temporary bra WO p¢r HCSL U,d¢ss noted otherwise, top chord shalt how property attached structural sheathing and button nl DRWG REPBCFIL1014 shalt have a property attached Ngk1 c Wl g. Location. sham for pernment taterat restraint of webs Iv shall truss and post ionInntailed per DCSI sections the J or DtO,et as uraess no Apply plates W each face 2 ItL— of it ha antl position ail sham above and on tin¢ Joint D¢tass, uN¢ss le. A othorat a ii FK Refer to drawings-l6WZ for stwWard plate posltlow. Alpine, a division of ITV Buklirp Components Group Inc shalt not be responsible for my deviation fro4S A E Cf AN RWMMPANY this draNng any Fakur. to buW the truss h confornanu with ANSVTPI 1, or for handling, shipping, � hstallatlm � bracing of trussws. 0 Al A seal on this dmwbv or cover page UsVro this drawhp, bulcates acceptance of professional %. !� 4 0 re sdNy for the design shown. Thr sletabOtty ord use of this dro.bp i for nary is respmis6litY of the Bulia a Designer per ANSt/IPI I Sect i 'rFcf1t l�Y1 �� Earth City, MO Odve For pore InFornatim see this job's enerat notes page and these web sites, 1 v v� Earth City,M063045 ALPM w elpheitw.coni TPD rw.,tptrstorp; SDCA www.sbctndustryarel ICO weekcsafear0 r" fe,{vAie 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, same grade and species as top chord designated on Engineer's sealed design and three times the overhang (ength. Attach overhang scab to one face of top chord with 10d box (0,128'x3.0', min) naps at 8' o.c, plus clusters of four nails where shown in figure below 00, NOTE: #2 is the minimum lumber grade allowed for nil--rlAG. NOTE; Add 2: L 24' MAXIMUM ovARNIKM— READ Arm FTALgv ALL WTES gN IMS M?AWgIGi ��`•. J�rt' .".. •'z/,� ••,�,, REF 2X4 SCAB O.H. DMTANT✓o FTktt1ISN TFus VRAWM M &L CUNMCTMS INMUDIN6 DE INSTALLERS. TOTAL TOP CH❑RD Trusses require ..trm. care in fabrkoting, handW.p, shipphg, InstalUng and lornchg. Refer to and `.�Q. �C,EiVS�. �F LOAD NOT TO DATE 10/O1/14 fallow the latest edttbn of BCS[ ®u4ding Conp,Int Safety Infornaton, by TP! and S6CA) for fety �, EXCEED 40 PSF proctle¢s prior to performing th¢se funetbns Ipnstall¢re shall provldn t¢npararyatlng bottom Schord ees nat¢d atherwis., to shard shalt have Property attached structural rhea d Na (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 shall have a properly attached rigid ceGlnG. Locations shorn for p'-nmt lateral "S+.'.lnt of webs 7 shall have broilrq InstnUed per SCSI ee and on the J or Data os nppilcoWe• Apply plates to oath face IILII�IIUI�—!�I of truss and pp, tlon os sham obov¢ nntl on the JaMk getnas, uN¢ss noted otherwise. R Refer to drnwhgs 16OA-2 for standard ptote posltlo-. S' ATE OF Alpha, a division of ITV 8ulding Conponents Gold Inc shall not be responsible for any d¢vlatlon iron AN MCOMPAW trds drawing any fatture to b,4d the truss in confornance with ANSI/TPI 1, — for handling, . pphp, q !V instal.".. 6 bracing of trusses. A sea on this ara.lng or cover page Usnng this dmvkxb Ingrates acceptance of professional {^,9® ® R\O crow ww responsW" solely far the design whown. Th. s dtamtty and use of this drawing y a �.� DUR. FAC, 1,15/1.25 i��.�i 13389 Lakehont Drive - --- EaAhCity.MO63045 ALPINFir :.n inaaltw.con TTP1, wwt lnitorai S6¢C`A,:drawl..b W ka0,.t°vv- aeicC, www1ccaafe.org �'`6f�s.,�©� �ttt``�` SPACING 24' - j Ed a 12 O VARIES (2) 16d TOE NAILS End Jack(Ed) 4 Jack BJ ( ) G� _ OPTIONAL SCISSORS BOTTOM CORD eveled i m � W LX (2) 16d TOE NAILS a CONNECTION DETAIL 8-0-0 MAX. SPAN Co (BJ) v = (2) 16d GUN NAILS I TYPICAL END JACK (EJ) g J,SHOWN FOR EACH LOCATION TOP & BOTTOM I N.T.S. �t J `� 2ic4 SYP Nailer 16" Long Gott 6' Top &• Bottom use 16d ,pG NFL - red i Lz vARles (4) 16d NAILS See Connection Detail , 05 = e w �opnONAL WEB CONFlCURATION # _ w. ' i 3X4 i (4) 16d NAILS ° A�e4 a"e See Connection Detail � 11-3-12 MAX. SPAN 1 [11 I TYPICAL CORNER JACK (CJ) i N.T.S. N.T.S. TYPICAL CORNER SET INSTALLATION TYPICAL LADING (P.S.F.) C, E IV TILE: sfllNal>s: • A, TOP LIVE LOADMANUEL MARTINEZ, P.E. : L 20 20 TOP DEAD LOAD! 15 7 .�. ° • 0 e BOTTOM DEAD LOAD: 10 10 �''� °� FLORIDA REGISTERED ENGINEER TOTAL: i 45 37 STRESS INC. 1.25 1.25 LICENSE # PE 47182 WIND DESIGN: MAX.160 MPH PER e 53 STATE 0 F ((/ ASCE 7-10 Mq. 24' O.C. "WARNING" Read & Follow all notes on this drawing. s'j�V ' C 0 R t • �� ee� Furnish this drawing to all Contractors including the installers. �Ae� SRO •� ���``� ,SIlIIIOIi