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HomeMy WebLinkAboutTruss/ RANEY COMPONENTS aney 19900 Independence Blvd. �VV/ Groveland, FI 34736 omponents, UC one: (352)429&9429 a (352)429-03D4 a Far. (352)429-7429 Cover Sheet Order # JOB # 36CS0054A Printed: Thu, Oct 10 2019 —Job information: 'Cu merNemm Address. Creekside Lot 541A FOR Nemee ML tense Number DR Horton 3222 Trinity Cir De Pdon: Clry, $i4r0, llp: 4EBB 1828-Cali "C' Fart Pierce, FL Intonnation: R"Uwds. floorLwft MUM TC creed: SCUM: lffc 4. rG LM: TCOead: eCU.. BCOeed: 20 7 0 10 0 D 0 0 SMS. Code: Wrndsw. Wrnd Speed: Side. uaeepe: DOWRYTp-' Wd,d Type: FBC 2017 RES - ASCE 7-10 160 Residential -CAT II C MWFRC & C&C WIM Pages or sheets covered by this seal from: 1 thru 24 Total 24 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 AM 3 A2 4 A3 s A4 8 As 7 AB 8 A7 8 AS ie As 11 Ale 12 Al' 13 Al2 14 A13 is AM 18 A15 17 A18 1s 31GE 19 C1GE 23 EJ7 21 cis 22 CJ3 23 oil 24 HJ7 �1aulnau n U Li I Digitally signed by �i�s Manuel Martinez No 04719 } i te42019.10.11 1r: l 09:0357-04'00' STATE OF a uE i b015a SB�sb3b9t3LM w ot,c. w,mfrm" uui ..waaurrra� I � I .M1mstaq.ade a rmvS .aaaO.romt! W eneWi ar,m"trr6Jru/MVRe Page 1 of 1 SEQN:688252/T70l COMN PIy:1 Job Number. 36CS0054A FROM: AH ply: 17 4EBB 1B2B-Celi'C'IDR Hadon /4EBB 1828-Cali "C" ,DR Horton DRW: WBt 224.0Ibs Tnrss label: Al I ... / ... 10/102019 54'9 T7 14'47 17P 2539 31917 331 34B' 54°9 (71 B'S'15 + 651 + USS V 4 1174 64-9 � t i a FAT PIAMM0. sFAreu16 Reo. 6872'1133 ) 5P1 � +SP77 1471 329a1'3 +1"iIa.12 Loading Criteria (paq Wad Criteria Snow Criteria (PgPf in PSF) Deft/CSI Criteria ♦Maximum Reactions gba) TCLL 20.00 Wftd Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in Ix L/defl U# Gravity Non.Gmvity TCDL: 7.00 Speed: 160 mph Pt. NA Ce: NA VERT(LL): 0.187 0 999 240 Lee R+ I R- / Rh I Rw / U / RL BCLL• 0.00 Enclosure: Closed Lu: NA Ca: NA VERT(CL): 0.333 0 999 180 B 1654 /- 1961 l445 BCDL' 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.078 L - - J 18ea 1.o /- A 1709 R09 /- EXP: C Kzt NA Mean Height lS.00ft Des Ld:CL HORZ(TL): 0.140 L - - Wind reactions hosed on MWFRS FRS 10.00 NCBCLL: 10.00 TCDL: 4.2 pat Code I Mtse Criteria CreepFactor. 20 B Big Width =8.0 Min Req=2.0 Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI' 0.668 g J Big Width = B.0 Min Re - 2.0 q - Load Duration: 1.25 MWFRS Pr Dist 0 m h2 TPI Std: 2014 Max SC CSI: ".Goo Bearings B & J am a rigid surface. Spacing: 24.0" CBC Gist a: 3.97R 3.97 Rep Fec Yes Max Web CSI: 0.593 Bearings B & J require a seat plate. t-= fmm endweil: not in 4.50 it F7/RT:20(0v10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply gbs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEWVer. 17.02.02.1208.15 A-B 27 0 F-G 1114 -IBM Lumbar B-C 1492-3058 G-H 1255 -2428 Top chord 2x4 SP 81 C - D 1227 -2466 H - I 1228 -2467 But chord 2x4 SP 01 D-E 1264-2427 I-J 1493 -3057 Webs 20 SP 03 E-F 1114-1905 J-K 27 0 Bracing Maximum Bat Chord Fames Per Ply give) (a) Continuous lateral restraint equally spaced on Chords Tens.Cemp. Chords Tens. Comp. member. Or 1x4 "r reinforcement 60% length of web member. Same species & SRB grade or better, B - R 2573 .1193 O - N 2105 -826 attached with Bd Box or Gun (0.113'x25",min.)nails R-0 2870-1193 N-M 2671 -1195 @a"Do. Q-P 2670-1193 M-L 2671 -1195 P-O 2104 -601 L-J 2674 -1194 Loading a�pugr�>y Truss passed in crew forwi psi ad additional 'awida chard live load is areas with 42°-h( h x 24"-witle „'l �Rr G Maximum Web Per P Ibs Ply ( ) clearance. �� AF �•C,Etd .,��i 8F::� Webs Tens.Comp. omp. Webs Tans. Comp. R-C Z76 -5 O-G 494 -777 Wind �-o�.� Z •� No 04710 C-P 418 -596 G-N 464 -164 Member design based on both MWFRS and CBC, P - E 464 -164 N -1 416 -597 i E-0 494 -T76 I-L 276 -8 F-O 1385 -751 9% STATE OF mNnew•m�NgraaN�mpma'vwµ N R W.NaC{4b�6w•�Gfwma�g41 aflaloDa�> RYYGupn AMmI LuegdNrA(ed6TC yb}NlNabO M enYW1�6tlMNnmPawNNmMm WNstroY tt: M ompoarnrs. uc to build the SEON: 668255 / T13 / COMN Ply: 1 Job Number. 36CS0054A FROM: AH Qty: 1 4EB61828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW: Will 260.4 lbs Truss Label: A1A / ... 10/10/2019 64"9 I T10"8 14'4"7 I 19'10" 22'6"4 F 26'B"F 31'97 i 339�� 15° 8'S"15 5'S'S 2'8"4 4'1"12 51, i'6" 6'4"9 aEATPIATEREQ. Loading Criteria (ps0 TCLL 20.00 TCDL 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soft: 2.00 Load Duration: 1.25 Spacing: 24.0., Top chord 2x4 SP 91 Bot chard 2x4 SP #1 Webs 2x4 SP 03 Bracing 82X4 =4X6 =3X4 -6X8 02X4 92X4 =4X10 SE TPIATE REQ. F 'I 66'22"1133 I 593 12m01$ 591"i0 I 66"1 12 192282681' 33'1°15 F 39'8" Wind Criteria Wind Std: ASCE 7.10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C KzL NA Mean Height 15.00 it TCDL: 4.2 psf BCDL: 5 0 psf MWFRS Parallel Dist 0 to h2 C&C Dist a: 3.97 it Loc, from endwall: not in 4.50 R GCpi: 0.18 Wind Duration: 1.60 (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. Snow Criteria (Pg,PI in PSF) Pg: NA Ct: NA CAT -.IV PF. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mise Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT20(0)110(0) Plate Type(s): WAVE, HS DeB/CSl Criteria PP Deflection in toe Udee L/# VERT(LL): 0.244 G 999 240 VERT(CQ: 0.457 G 999 180 HORZ(LL): 0.128 M - - HORZ(TL): 0.240 M - - Creep Factor. 2.0 Max TC CSI: 0.613 Max BC CSI: 0.599 Max Web CSI: 0.980 Mfg Specified Camber: VIEWVer 17.02.02.1208.15 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 1561 /- A 1960 f7O8 1445 K 1561 /- /- 1959 f7OB /- Wind reactions based an MWFRS B Brg Width = 8.0 Min Real = 1.8 K Brg Width = 8.0 Min Rea = 1.8 Bearings B S K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 G-H 1424 -2568 B - C 1489 -2a59 H -1 1743 -3379 C - D 1225 -2257 1-1 1722 -3418 D-E 1252-2218 J-K 1477 -2841 E-F 1112-1740 K-L 27 0 F-G 1509-2514 Maximum But Chord Fames 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 -15 t4li#p77trpg S-R 1920 -ODD M-K 2477 -1179 rl\ 1.Gwti.. Et9g1.°+is J ,..••!•..., Jy by Eli Maximum Web Forcea Per Ply (Ibs) Webs Webs Tens.Comp. Webs Tens. Comp. NO 0471d2 �• r . U-C 276 -5 P-G 195 -122 �$ r C-S 416 -608 P-H 601 -1075 . * S-E 463 -160 H-N 007 -357 E-R 494 -720 N-O 114 -4 •.•�' TAT..� F-R 42 -515 N-M 2557 -1218 , 4 F-P 2273-1098 N-J 527 .162 (�..h*":\'A'o� . ..•>.... w..a3{t}st R-P P-Q 1879 -657 27 0 M-J 390 -685 SDm50582d5D90 %3rA6DE�r909m f9 wnmme*p+aua axsuMa+.aixzus�v, n(n., usunazkm�m,tm�. aeewuk8auwi YAeNi;NntOfs ' 1<+4MzalUACcurcub•mittm�a4tSaHwbd and exSW auMRPvtW OZf mYS,aNuOmmY+�mh vnkt ALL CONTRACTORS INCLUDING THE as build the anzy n'Lients, uc SEON: 668250 / T9 / HIPS Ply I Job Number. 36CS0054A FROM: AH Oty:I 4ESB 1828-Cali"C"/DR Horton/4EB81828-Cali"C",DR Horton DRW: Wgt: 246.4 lbs Truss Label: A2 / ... 10/10/2019 fi4"6 T1m9 1Y4'7 19 2a8" 2T3"9 3T10" 337 sail" 6tl"6 i'6"�4'5_74 fire +INP 6'T'9 4'6'7 T14 .Sxaia XB F G m2X4 =3X4 =3X6 a3X633X4 =3 6 =3X4 tail SFAT PIATE REQ. SE TPl4TERW. I F 1 F1' 6'2"12 5'70"3 6'2"12 12'0"15 1'11" 61"12 14' ta1"12 1'fi" 5' 1'11" 20'8 25'e" 2T7" 570"3 6'2"12 T� F 4 35B" Loading Criteria fist) Wind Criteria Snow Criteria (Pg,Pl in PSF) DefUCSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl LIN Gravity Non-GraV'ny TCDL: 7.00 Speed: 160 mph Pf: NA Cc: NA VERT(LL): 0.156 P 999 240 Loc R+ / R- / Rh / Rw / U / RL BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.292 P 999 160 B 1561 /- /- 1964 /710 1428 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 M - - K 1561 A A /964 1710 /- Des Ltl: 37.00 EXP' C Kzt NA HORZ (Ty: 0.126 M - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 15.00 R Code I Misc Criteria Creep Factor. 2.0 P B Srg Width = B.0 Min Req = 1.8 Soffit: TCDL: 4.2 psf Bldg Code: FBC 2017 RES g Max TC CSI: 0.444 K erg Wirth = B.0 Min Req = 1.8 Load Duration: 1.25 ion: MWFRS.0 psi MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.536 Bearings B 8 K are a rigid surface. Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.665 Lac. from endwall: not in 4.50 R FT/RT:20(Oy10(0) Mfg Specified Camber: Maximum Tap Chord Forces Per Ply ([be) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEWVen 17.02,02,1208.15 A-B 27 0 G-H 1149 -1820 Lumber B-C 1500-28M H-1 1352 -2348 C - D 1333 -2384 I - J 1333 .2385 Top chord 2x4 SP #1 D-E 1351 -2345 J-K 1500 -2823 Bot chord 2x4 SP#1 E-F 1145-1814 K-L 27 0 Webs 2x4 SP#3 F-G 1101 -1552 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4'T reinforcement. 80 % length of Chords Tens.Comp. Chords Tens. Comp. web member. Same species & SRS grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails B-T 2458-1193 P-O 2059 -951 @6"oc. T-S 2456-1193 O-N 2059 -951 S - R 2058 -921 N - M 2455 -1203 Wind 1#21q, R-O 2058 -921 M-K 2458 .1203 Member design based on bath MWFRS and C&C. "Jill" _6��EL QriAbs�Ii_ O-P 1547 -603 '�'• rY$ -•y i� i'~^ Maximum Web Farces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. NO 0471 &2 a T-C 216 -6 G-P 637 -311 Y C- S 309 -440 P- H 474 -697 S-E 426 -151 H-N 427 -153 V. STATE OF E-O 472 -694 N-J 308 -438 0 J-M 216 -8 � �..:f'!.._.c1i':�a1` O-G 317 -297 4ae14658]B SDlD9ex:M0EaE T9a1 FOF4 M In.ix.Nmnam rm.mw.tm UFia y141 =SLen�aoaWe. A1n•+df W�acb Vtleaveml w'elanil:vYG6W}N �ea41 mnxerx.s.,m..muacm..suN.,ero m..Tamxmma "IMPORTANT" of BCSI (Building rovide temperaty mFtl, rll have a proger5y s 83, B7 or 010, om F+tntc ua wise. per Yo SEON:668257/T1/COMN Ply:1 Job Number. 36CS0054A FROM: AH City: 1 4EBB 1828-Cali °C" /DR Horton MESS 1828-Cali "C" ,DR Horton DRW: Wgt: 240.8 lbs Truss Label: A3 I ... / ... 10/10/2019 6'4"8 710" tY4"9 1a'0"1 21'7"15 2T37 31'97 33'3"a 39'a" r 6'4°8 +1'6°1 4'e" 5'TR + 37°14 F 5'7°e 1 45" 11� 6'4°9 =6Xa W4 =3X4 =3X6 =3Xa a3X4 =3Xa =3X4 p2X4 SEAT PLATE REg. SEAT PLATE REQ. 39'B" 1' 6'292 F 62'12 + 9"5 I( 1 141°17363S41201 161°217°11 487 +2T6 15 fi2°12 i' 3S6° F Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,P/in PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Degecbon in lac Udell U6 Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Cc: NA VERT(LL): 0.155 P 999 240 Lac R+ / R- / Rh / RW / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.291 P 999 180 B 1561 A A /965 1711 /408 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - K 1561 A /- /965 /711 A Des Ld: 37.00 EXP: C Kzt NA HDRZ(TL): 0.125 M - - Wind reactions based on MWFRS Mean Height 15.00 ft Code / Misc Criteria Creep Factor. 2.0 B Brg Width = 8.0 Min Req = 1.8 NCBCLL: 10.00 P TCDL: 4.2 pat Bldg Code: FBC 2017 RES Mez TC CSI: 0471 K Brg Width = 8.0 Min Re q = 1.0Soffit: 2.00 BCDL: 5.0 Psf Bearings B 8 K are a rigid surface. Load Duration: .1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sttl: 2014 Max BC C51: 0.490 Spacing: 24.0 C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.565 Bearings B 8 K require a seat plate. -Lac, from entlwall: not in 4.50 ItFT/RT:20(Oy10(0) Mfg Specked Camber. Maximum Top Chord Fames Per Ply ([be) GCpi: 0.18 Plate Types):Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEWVen 17.02,02,1208.15 A-B 27 0 G-H 1217 -1885 Lumber B - C 1534 -2827 H -1 1383 .2340 Top chord 2x4 SP iF1 C - D 1363 -2379 1-J 1364 -2379 Bolchord 2x4 SP 91 D-E 1382 -2390 J-K 1534 -2828 Webs 2x4 SP#3 E-F 1212-19N K-L 27 0 F-G 1159-1618 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Fomeo Per Ply (Ibs) member. Or 1x4"T'reinforcement. 80%length of Chards Tens.Comp. Chords Tens. Comp. web member. Same species 8 SRB grade or better, attached with Bd Box or Gun (0.113"x2.5",min.)nails B-T 2462-1224 P-O 2051 -986 @6"cc. T-S 2459-1224 O-N 2051 -986 S - R 2050 -956 N - M 2459 -1245 Wind R-O 2050 -955 M-K 2462 .1245 Member design based on both MWFRS and CBC. �l,,MA/}r!/d', O- P 1615 .685 \G Edi$�° � jow, rc Maximum Web Foes Per Ply (Ibs) fi• �•SL' sr, Webs Tens.Comp. Webs Tens. Camp. ND $471$2 T-C 222 -6 G-P 560 -327 s'• * Z C-S 316 -453 P-H 445 -644 S-E 411 -155 H-N 410 -156 �wis . STATE OF E-O 445 .644 N-J 315 -452 F-O 558 -357 J-M 223 -8 ~�pfix %�/ .x .. • llp'��a"4` O - G 250 -243 9MSBSaffiSD1D 9CMA40! DE nsa m r9. etia.ur.rnvimmma �uyauwr tl�"ems acb+z+nmtYs PM21t¢YSNMhGttYYNmOdIPILL'JrnG Wu=ad[4Ytl w cafulaxvntawnma�nm�b"ntlmf m+N°�i,u,kc mxm INCLUDING as �n4V ompa+tnrs. u< SEQN: 6682481 TB/HIPS Ply:1 Job Number 36CS0054A FROM: AH Qty:1 4EBB 1828-Cali"C"/DR Horton/4EBB 1B28-Cali"C",DR Horton DRW: Wgt: 238.0 His Truss Label: A4 ... / ... 10/102019 ' 8'4"9 FT70� 12'P'8 F 2]'3"8 + 31'9^l F33'3_; 6'4"9 1'6" 4'5"15 4'Te 5'8" 4T'8 4'S15 16 6'4"9 -axe SEAT PIATE REQ. B'2"13 5'1a9 6Y"13 12'1" i_,6Y0'3 14' 312 22'8° + 25B" 1'11"� SEATPIATE REQ. 33'S"3 Loading Criteria (lost) Wind Criteria Snow Criteria (Pg,PI in PSF) D6R/CSI Criteria AL Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP DeflecBon in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pt NA Cc: NA VERT(LL): 0.155 P 999 240 Loc R+ / R- / Rh / Rw 11.1 / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.290 P 999 180 B 1561 /- /- /965 /712 1387 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - K 1561 /- /- /965 /712 A Des Ltl; 37.00 EXP: C Kzt NA HORZ(TL): 0.125 M - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 15.00 R TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 2.3 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf B,dg Cade: FBC 2011 RES Max TC CSI: 0.379 K B Width = 8.0 r9 Min Re 1.8 q = Load Duration: 1.25 MWFRS Parallel Dist 0 to h2 TPI Std: 2014 Max BC CSI: OA53 Bearings B & K are a rigid surface. Spacing: 24.D " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.685 Bearings B & K require a seat plate. Loc. from endwall: not in 4.50 R FT/RT:20(0v10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Tyloe (s) Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEWVer.17.02.02.1208.15 A-B 27 0 G-H 1259 -1955 Lumber B-C 1550-2830 H-1 1397 -2334 Top chord 2x4 SP #1 C - D 1378 -2373 I - J 1378 -2373 Bot chard 2x4 SP#1 D-E 1397-2334 J-K 1550 -2830 Webs 2x4 SP#3 E-F 1263-1946 K-L 27 0 F-G 1203-1695 Wind Member design based on both MWFRS and C&C. Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-T 2465-1239 P-0 2043 -1D00 T-S 2463-1239 O-N 2043 -1000 S - R 2043 -970 N - M 2463 -1257 tiptFiDjJI/ R-Q 2043 -970 M-K 2465 .1267 MAAJ »s••y NQ�•,•'`\CiEFJg••�F pis �+, Maximum Web Farces Per Ply(Ibs) w� �;• :C1 �'i Webs Tens.Comp. Webs Tens. Comp. N0 Qd7162 +"�. *�• :* T-C 230 -6 G-P 564 -328 C-S 324 -466 P-H 412 -580 +� S-E 383 -160 H-N 3a2 -161 1) 37A7E OF .•�1e E-Q 412 -580 N-J 324 -466 J-M 23D -e 0,11 S/. ,...(}�;•_�C1i �w Q-G 231 -227 Na15B58ffi9)909C3CA4dEbf ]94Bm F9 wume ycµmawl•magrumw�umv:, n Pt u..wdvinm•mesnm.•ata».iq • wt nNm4a0wrow axm.m•s a tla Ettwe<a ameu antra vaut sa wta W mirwl.Y.arvnunamrsmNwtlief m W <Iw(Ise(a Y ¢s4v as snown above and on ?IIGj' nmpantnts. u� SEQN: 688259 / T15 / COMN Ply: 1 Job Numher. 36CS0054A FROM: AH Qty: 1 4EB8 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW: Wgt: 254.0 lbs Truss Label: AS / ... 10/1012019 8'4"9 T1U 72'4°6 16'0"1 19'im 23'T'15 2T37 31'97 33'37 39'8" 6'4"9 J.a. 4.6° F 37"e 1 3'9"15 39"15 1 37"8 + 4'6" +1'6"} 6'4"9 =3X4 =5X6 82X4 =3X4 =U(3 =3X4 =3X8 =3X4 =3 6 =3X4 N2X4 SEAT PLATE REQ. L F1'• 6'2"13 5'10"4 e'2°73 12'7" 1'11" _ 3'9"15 F 4 2D,1 19'10° 7' 6'0" 3WW 3'9"15 2'0"7 23T15 25'Ba 1'10°°.1r~43 2' r1'15 SEAT PLATE REQ. 610"4 6713 1' Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pr in PSF) DefVCSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection m loc Udefl U# Gravity Non -Gravity TCDL 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.154G 999 240 Loc R+ /R- /Rh /Rw /U /RL 13CLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.289 G 999 180 8 1561 /- A /964 T713 /367 BCDL: 10.00 Risk Category: Il Snow Duration: NA HORZ(LL): 0.066 N - - L 1561 /- /- /964 7713 /- EXP: C Kzt NA Des Ltl: 37.00 Mean Height 15.00 ft HORZ(TL): 0.125 N - - Wind reactions based an MWFRS NCBCLL: 10.00 TCDL: lost Code/Mist Criteria Creep Factor. 2.0 Big q=1.B B B Width = 8.0 Min Re Soffit: 2.00 5.0 BCDL: 5.0 list Bldg Code: FBC 2017 RES Maz TC CSI: 0.383 L Brg Width = 8.0 Min Re 1.8 q = Load Dumbon:N.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.454 Bearings B 8 L are a dgid surface. Spacing: 24.0CSC Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.566 Bearings B 8 L require a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20(Oy10(0) Mfg Specked Camber. Maximum Top Chord Fames Per Ply (Ibs) GCpi: 0.18 Plate TyFe s Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEWVer. 17.02.02.1208.15 A-B 27 0 G-H 1264 -1827 Lumber 13-C 1561 -2830 H-1 1326 -2020 Top chord 2x4 SP #1 C - D 1395 -2372 I - J 1413 -2333 Bot chord 2x4 SP#1 D-E 1413-2333 J-K 1395 -2372 Webs 2x4 SP#3 E-F 1326-2020 K-L 1562 -283D F-G 1264-18V L-M 27 0 Wind Member design based on both MWFRS and CBC. READ S4o15a56ffi5e3o9C%A40EDE T34BEe F9 n+n'M+®logxeammra Warueua+nW H {i Ut MISi f M 8a 3 V! W+4tt» tlEr i 4 W i toil. mmcavme=vrwm,wc,asaavn.s.a wma mauevm,i `m.=wewa�aw TO ALL INSTALLERS Maximum Bat Chord Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-V 2466-1266 R-Q 1755 -804 V-U 2464-1255 Q-P 2041 -1013 U-T 2041 -984 P-0 2041 -1013 T-S 2041 -984 O-N 2464 -12B4 S-R 1755 -776 N-L 2466 -1284 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp V-C 232 -6 R-H 258 -183 C - U 325 -469 H - Q 546 -351 U - E 373 .151 0-1 409 -558 E-S 409 -558 1-0 373 -161 F - S 546 -351 O - K 325 -469 F-R 257 -182 K-N 232 -8 G-R 190 -217 of BCSI (Building mvide tempora�y mrey ill have a pro pperly s B3, B7 or 870, omyantnrs, v� .wise. heferto IrComponents Group roc. shall not be responsible for any deviation from this dmwinp any failure to build the fPI 1, or for handlinn� shipping, installation and bracing of trusses A seal on this drawing or cover page, acceptance of 0ro� ssionaa engmeenng responsibility solely for the design shown. The suitability any structure is the responsibility of the guliding Designer per ANSVTPI I Sec.2. SEQN: 668246/T7/HIPS Ply:t Job Number. 36CS0054A FROM: AH Qty:1 4ESS I828-Cali"C"IDR Horton/4EBB 1828-Cali"C",DR Horton DRW: Wgt: 254.8 Its Truss Label: A6 / ... 10/10/2019 6+� I 2'4eF73'1'97"8 45�31% 39 84 0191041649i '4°9 T'5 X"727-F 1 -3X4 =5X6 12X4 =3X4 =-31(6=3X4 sa3)(B =3X4=3X6=3X4 02X4 SEATPIATEREQ. SEAT PLATE REQ. 1' F + 6'2"13 5'70"2 6'2"13 + 12015 1'71"1 4116' r 14 1 ~— 19'10" 15 4'10" 1' 24'8° 21 °T17 5'10"2 62"13 1' Loading Criteria (psq Wind Criteria Snow Criteria (PgPr in PSF) DeflVCSl Criteria ♦Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Def1ec8on in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.158 G 999 240 Lac R+ / R- / Rh / Rw / U / RL BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.296 G 999 180 B 1561 /- /- /962 1714 /346 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 N - - L 1561 /- /- /962 7714 I - Des 37.00 Des C Kzt NA HOR 0.125 N - - ZiTL ) Wind reactions based on MWFRS NCBCLL: 70.00 Mean Height 15.00 ItCode/Mise Criteria Creep Factor: 2.0 B Brg Width=9.0 Min Req=1.8 Soffit 2.00 TCDL: 5.0 Psf BCDL: 5.0 psf at Bldg Cade: FBC 2017 RES MaxTC CSI: 0.387 L B Width = 8.0 Min Re 1.8 � q = Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.454 Bearings B S L are a rigid surface. Bearings B 8 L require a seat plate. Spacing:: 24.0.0" Ct4C Dist a: 3.97 H Rep Fec: Yes Max Web CST: 0.464 Lac. from endwall: not in 4.501t FT/RT:20(0)/10(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (lbs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEWVer. 17.02.02.1208.15 A-B 27 0 G-H 1334 -195B Lumber B-C 15T7-21132 H-I 1398 -2093 C-D 1411 -2370 I-J 1429 .2331 Top chord 2x4 SP#1 D-E 1430-2331 J-K 1411 -2370 Bat chord 2x4 SP#1 Webs 2x4 SP#3 E-F 1388-2093 K-L 1676 -2832 F-G 1334-1958 L-M 27 0 Wind Member design based an both MWFRS and CB,C. Maximum Hot Chord Forces Per Ply ([be) Chords Tens.Comp. Chards Tens. Comp. B-V 2467-1273 R-Q 1831 -864 V - U 2465 -1273 Q - P 2039 -1026 U - T 2039 -996 P - O 2039 -1026 T-S 2039 -996 O- N 2465 .1302 1111111111 -.%K1 AA.'A,A,# _ S-R 1831 -835 N-L 2467 -1302 4v iQ d�\G cn$�C• Maximum Web Forces Per Ply (Ibs) �C,• ♦ Webs Tens.Comp. Webs Tens. Comp. No 04i102 V-C 235 -6 R-H Z78 -172 s " C-U 327 -473 Q-1 404 -522 U-E 351 -161 H-Q 546 -372 STATE OF w j(fa E-S 4134 -522 1-0 351 -161 Q 6 - �. fff • :'C .�S O•a F - S F-R 546 -372 Z78 -172 O - K K-N 328 235 -473 -8 0 F: ��e.4...'�°.�..Oy G-R 247 -290 N @-Y[.Nn1iIY W hLONeabv/ �tT(a{Ml•] ANtlJII61/.fON. M•x!t[PSabtlivvauaernrazr etii&rKep.! aN wAC nIM W1f a9.eNo9naW inulMwYmwml WNvIY rstYr. "IMPORTANT* FURNISH THIS DRAWING TO ALL THE INSTALLERS /� nnry s//lJ/�ompionenrs. u< any SEON: 668262/T25/COMN Ply:i Job Number. 36CS0054A FROM: AH Qty:t 4E8B 1828-Cali"C'/DR Horton/4EBB 1828-Cali"C",DR Horton DRW: Wgt 218.4 Its Truss Label: A7 / ... 1011012019 6'47 1 710" 14'0°1 19a" 257"5 3 6'i'8 6'1"8 13 6.4-7 9"15 5'69'8° SEAT PLATE REQ. Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x4 SP #1 Bot chard 2x4 SP #1 Webs 2x4 SP #3 Bracing 05X8 U2.X4 �5x8 E F G g2X4 =3X6 =3X4 =3X8 =_3x4 =3Xfi m2X4 SEAT PLATE REQ. 6'2"11 5'9°5 20"1 5'9°15 5'9"15 2'0"1 5'9"5 6'2"11 1� 6'2°17 72' 14'0" 19'10" 257- 5 278° 33'5"5 39-8- Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 it TCDL: 4.2 Pat BCOL:,5.0 Pat MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T' reinforcement 80% length of web member. Same species 8 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 CBC. FURNISH THIS Snow Criteria (Pg,Pt in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fac: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE DefI/CSI Criteria PP Deflection in too Udefl LHt VERT(LL): 0.164 F 999 240 VERT(CL): 0.308 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 Specked Camber: VIEWVer. 17.02.02.1208.15 ♦Maximum Reactions (Its) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 1561 A /- /958 f715 /326 J 1561 /- A /958 /715 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.8 J Brg Width = 8.0 Min Req = 1.8 Bearings B 8 J are a rigid surface. Bearings B 8 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 -2252 H -1 1350 -2262 D-E 1376-2223 I-J 1616 -2856 E-F 1404-2093 J-K 27 0 Maximum Hot 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-0 1937 -922 L-J 2494 -1346 '14t1tA�gJ,,$�F Maximum Web Forces Per Ply (Ibs) ?Jn' Wt Webs Tens.Comp. Webs Tens. Comp. ti��.I '* �+ R-C 273 -5 O-G 286 -177 No 047182 C-P 427 -600 G-N 464 -172 E-P 464 -172 N-1 427 -600 • E-O 286 -177 I-L Z73 -4 F-O 221 -283 STATE OF 1'1�§F 9D15056ffi SD3a9C%A40E�T368 ED F9 vmuprGjrW t"Cee'ay#W auxm,uN�v.4 %RL. iC 08119I{ m lY tlN l-0Ox'n Y:'f \ed l r!i41 R iWw vsamsw+.auncrcaaaaormvam �ea,nE %va xd Me tw1 a Was[allen°ea° met M wNm m mr den'ssi ¢oK as snown aoove ana on rmn' ompoeenc. uc SEON: 668243 / T6 / HIPS Ply: 1 Job Number. 36CS0054A FROM:AH Oty:1 4EBB 1828-Cali"C"/DR Horton/4EBB 1828-Cali"C",DR Horton DRW: Will: 212.8 lbs I Truss Label: A8 / ... 10/10/2019 8'4"9 13' 19'10" 28'8" 33'3°7 39'8° 6'4"9 fi'7'7 F 6'16" + 6'10" 6T7 i— 6.4 " —T 05X8 =3X4 Zi5%a D E F 6X4 =3X4=3X6 =-3X8 =3X8=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. FT 6'2'13 8'9"3 1• 510" 5'10" 1' 6'9"3 6293 V� fi'2.13 13' 14 19'10" 25'8" 26' " 33'S"3 39'8° Wading Criteria (psq TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Lumber Tap chord 2x4 SP 91 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height: 15.00 R TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.97 R Loc. train endwall: not in 4.50 it GCpi: 0.18 Wind Dumtion: 1.60 Wind Member design based on both MWFRS and C&C. "IMPORTANT" Snow Criteria(PaK in PSF) DeIVCSI Criteria Pg: NA Ct: NA CAT: NA PP Defection in loc L/def -I# Pf: NA Ce: NA VERT(LL): 0.172 E 999 240 Lu: NA Cs: NA VERT(CL): 0.321 E 999 180 Snow Duration: NA HORZ(LL): 0.069 J - - HORZ(TL): 0.128 J - - Code/Mine Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.446 TPI Std: 2014 Max BC CSI: 0.558 Rep Fac: Yes Max Web CSI: 0.564 FT/RT:20(0)110(0) Mfg Speed Camber: Plate Type(s): WAVE VIEWVer. 17.02.02.1208.15 No 047182 STATE OF 4))15a58p85)5a9C5[A4aE 0E ZINC) F9 .awMNen�ruNu�eS.um aaMuuweuxmA N ¢Ltk. Nwimmmamram»=wr.wrr m.USNvm�roL ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U / B 1551 A /- /953 Ot6 1305 H 1561 /- /- /953 /716 A Wind reactions based on MWFRS B Brg Width=8.0 Min Req=1.8 H Big Width = 8.0 Min Req = 1.8 Bearings B & H ere a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Farces Per Ply (Ibs) Chards Tens.Camp. Chords Tens. Comp. A-B 27 0 E-F 1502 -2274- B - C 1623 .2836 F - G 1425 -2325 C - D 1425 -2325 G - H 1623 -2836 D- E 1502 -2274 H- 1 27 0 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Camp. Chords Tens. Comp B - P 2472 -1319 M - L 2006 -1008 P-0 2469-1319 L-K 2006 -1008 O-N 2D06 -978 K-J 2469 -1348 N - M 2006 -978 J - H 2472 -1348 Maximum Web Forces Per Ply (Ibs) Webs Tens.Ccmp. Webs Tens. Comp P - C 244 -4 M - F 370 -243 C-O 377 -513 K-G 377 -513 0-0 444 -170 F-K 444 -170 D-M 370 -243 G-J 244 -6 E-M 300 -381 a to build the cover page„ The suitability �nnty � omyaamrs.w SEON:668264/T23/COMN Ply:1 Job Number. 36CS0054A FROM: AH Oty:1 4EBB 1828Ca1i"C"/DR Horton/4EBB 1828-Cali"C",DR Horton DRW: Wat: 207.2 Ibs Truss Label: A9 .., / ... 10/1012019 6'4'9 + 12'0"1 F 19'10' + 277°15 + 33'37 + 39A , 6'4°9 5T8 Tg°15 T9"15 5T8 6'49 SEAT PIATE REQ. Loading Criteria (psg TCLL 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: lo.00 Soffit: 2.00 Load Durabom';1.25 Spacing: 24.0" Top chord 2x4 SP #1 Sot chord 2x4 SP #1 Webs 2x4 SP #3 e5x8 012X4 �5X8 D E F g2X4 =3X4 =i)M -3XB =3X6 =3X4 116(4 SEAT PLATE REQ. 9°47 F 11419 59I f 5°4 62°673Y$ 95 66'2213 12'1" 266° i F13 g5'1' Wind Criteria Wnd Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 it TCDL: 4.2 psi BCDL: 5.0 pat MWFRS Parallel Dist h/2 to h C&C Dist a: 3.97It .Loc. from endwali: not in 9.00 R GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pr in PSF) Pg: NA Ct NA CAT: NA PF. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fac: Yes FT/RT:20(oy10(0) Plate Type(s): WAVE DOB/CSI Criteria PP Deflection in too Udell U# VERT(LL): 0.183 E 999 240 VERT(CQ: 0.343 E 999 180 HORZ(LL): 0.058 J - - HORZ(TL): 0.128 J - - Creep Factor. 2.0 Max TC CSI: 0.618 Max BC CSI: 0.624 Max Web CSI: 0.500 Mfg Specified Camber: VIEWVer. 17.02.02.1208.15 No 047102 q't STATE OF aamsassrs solo scicAaoe ce nae m m nl�usaawima.[+vYewae» W.uw. au°...�mnweu ALL CONTRACTORS INCLUDING ♦ Maximum Reactions (Ibs) Gravity Nan -Gravity Loc R+ / R- / Rh / Rw / U f RL B 1561 /- A 1947 1717 1285 H 1561 A A 1947 f717 !- Wind reactions based on MWFRS B Big Width =8.0 Min Req=1.8 H Big Width =8.0 Min Req=1.8 Bearings B & H are a rigid surface. Beatings B & H require a seat plate. Maximum Top Chord Forces Per Ply ([be) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 E-F 1616 .2483 B-C 1631 -2819 F-G 1476 -2392 C - D 1476 -2392 G - H 1631 -2819 D-E 1616-2483 H-1 27 0 Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-P 2454-1322 M-L 2080 -1066 P-0 2452-1323 L-K 2080 -1066 O-N 2080-1036 K-J 2452 -1352 N - M 2080 -1036 J - H 2454 -1352 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-C 210 -6 M-F 508 -321 C-O 328 -426 F-K 433 -168 D-O 433 -1e8 K-G 328 .426 D-M 508 -321 G-J 210 -8 E-M 364 -462 nary omPunent�. uc FROM: AH ICity:1 I4EBB 1828-Cali"C"/DR Horton/4EBB 1828-Call"C',DR Horton Will 212.8Ibs Truss Label: Al DRW: ... / ... 10/10/2019 6'4°9 17' 16 '4 21' 227° 28'8" 33'3'7 39'8" 6'4'9 F 4'7'7 '{' 5'11'4 { 4'0"12 5 6'1° h 4'7'7 1 6'4'9 ®5X8 012X4 save�aX4 ss5X8 O E F G H 12 6 ,.{ 1 /3X4C 1N3X4 c Ih I e4X6(A2)B J=4X6(A2) 139 A K Z.. - S R O P O N M L 02X4 =3X4 �3X6 =-3X8 =3X4 =3X6 =3X4 102X4 SEAT PLATE REQ. SFATPLATEREO. 2'73 I 4928111'4i ''5988F BS3 +2 1 8°1'548 8'98fi'2 14220( 33 Loading Criteria (psi) Wind Criteria TCLL 20.00 Wind Std: ASCE7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Kzt NA Des Ld: 37.00 Mean Height 15.00 it NCBCLL: 10.00 TCDL: 4.2 psi Soffit: 2.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0" CBC Dist a: 3.97R Loc. from endwall: not in 4.50 R GCph 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Wind Member design based on both MWFRS and CBC. Snow Criteria(P9.Pf in PSF) DefDCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.191 E 999 240 Lu: NA Cs: NA VERT(CL): 0.359 E 999 180 Snow Duration: NA HORZ(LL): 0.070 L - - HORZ(TL): 0.132 L - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.384 TPI Std: 2014 Max BC CSI: 0.487 Rep Fac: Yes Max Web CSI: 0.487 FT/RT:20(0)110(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 ♦Maximum Reactions (the) Gravity Non -Gravity Loc R+ /R. /Rh /Rw /U /RL B 1561 /- A 1940 f718 1264 J 1561 /- /- 1940 f718 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.8 J Brg Width = 8.0 Min Req = 1.8 Bearings B B J am a rigid surface. Bearings B 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 1684 .2611 B-C 1644-2814 G-H 1676 -2599 C - D 1523 -2445 H -1 1522 -2445 D-E 1684-2611 1-1 1643 -2814 E-F 1684-2611 J-K 27 0 Maximum But Chord Forces Per Ply (Ihs) Chords Tens.Comp. Chords Tens. Comp B-S 2448-1332 O-N 2134 -1115 S-R 2446-1332 N-M 2134 -1115 R-O 2134-1085 M-L 2448 -1361 O-P 2134-1085 L-J 2448 -1361 P - O 2616 -1373 ...�»:,'�y/J�O Maximum Web Forces Per Ply (the) yt��`yV AQ•�•�\ $�.� �� e.. Webs Tens.Comp. Webs Tens. Comp. C •' • ND QOTiei • e S-C 98 -8 G-O -37 �. 2� * " C - R 299 -377 O - H 642 642 -397 i D-R 373 -177 H-M 369 -176 •U's �(�� D-P 653 -405 M-1 298 -377 9'. STATF. OF . � P-G 109 -108 I-L 199 .10 A •. _ E - P Z70 -323 a4oi5a5B3B5p1DeC3CA4eEpE T960 FO f9 "n�vNv+Yr�+•wuma W....uuwri N Ie-Yc NIII]{uMLRfdW NTrwLr•ML\ Rt➢eN+aM110SL .mvmwu°wuAaeu.+wnaNmuu..aro+uve rase r.ieaLwirAvmzknwumrtMVMm mNleWbaaF' mots, THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the rmty ompontnts. uc any SEON: 668296/ T24/HIPS Ply:1 Job Number. 35CS0054A FROM: AH Cry: 1 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" .DR Horton DRW: Wgl: 203.0 [be Truss Label: All / ... 10/102019 53'4 I 10'0"1 F 1& + 23'0'12 F 29T75 + 34'4'12 + 3 ra' 594 4'e'12 e'B95 fi'3'11 fiT3 4'892 5-74 05X8 a3X4 E5X6 s5X8 D E F G T ,2 6 p %2X4C H ®2X4 I9ai =4X6(A2) B V24X6(A2) 137A J P O N M L K m3X4 =U6 E3X4 =3XB a3X6 a3X4 SEAT PLATE REQ. L 39'8• SEAT PLATE REQ. i' 10'0'1 1'11"1 Za 6T3 4T4 1'11'15F 10'0S 1' F I 10'0'1 I 12' 16'5'B + 23'0'12 + 278' 29T1J 39'8' Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duraforr:1.25 Spacing: 24.0" Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 R TCDL: 4.2 psi BCDL: 5.0 psf MWFRS Parallel Dist h/2 to h CSC Dist a: 3.97 B Lae. from endwall: not in 4.50 R GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(Ov10(0) Plate Type(s): WAVE Deg/CSI Criteria PP Deflection in loe Udell U# VERT(LL): 0.211 F 999 240 VERT(CL): 0.395 F 999 180 HORZ(LL): 0.072 K - - HORZ(TL): 0.135 K - - Creep Factor. 2.0 Max TC CSI: 0.460 Max BC CSI: 0.736' Max Web CSI: 0.626 Mfg Specked Camber. T h 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw !D /RL B 1561 /- /- 1931 1719 1244 1 1561 /- !- 1931 1719 /- Wind reactions based on MWFRS B Big Width =8.0 Min Req=1.8 I Big Width = 8.0 Min Req = 1.8 Bearings B S I are a rigid surface. Bearings B 81 require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 17.02.02.1208.15 I A - B B-C C-D D-E E-F 27 0 F-G 1021 -2860 1692-2808 G'-H 1555 -2540 1&% -2540 H-1 1692 -2809 1812-2845 I-J 27 0 1820 -2860 Wind Maximum Bot Chard Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chards Tens.Comp. Chords Tens. Comp. B-P 2456-13B6 M-L 2223 -1174 P-0 2224-1145 L-K 2223 -1174 O - N 2224 .1145 K - 1 2457 -1416 N - M 2866 -1530 kMAR-•#,,,� Maximum Web Fames Per Ply (Ibs) ......,ti 5, Webs Tens.Comp. Webs Tens. Comp. �+�C �fi•�: +ji C - P 276 -266 M - G 801 .496 NO 047162 'e o D-P 399 -129 F-M 293 -35B :�[�• D-N 789 -490 G-K 402 -129 N - E 300 .365 K - H 276 -266 E-M 100 -96 STATE OF •mow=w.sa. r ww n uwa m.mw n{xtx.nwlm m1,uYs.eh.e.ear a we R4.MO=b`nfota. M4ua<tptuatMntrmnaJw M¢wY:=rapvlNuaXC xd ti+n vu xm"nnnmma. sue M vxa4 m urafwmn "IMPORTANT'" build the RnN OIbF0nent5.w FROM: AH IQty:1 I4EBB 1828-Cali"C"/DR Horton/4EBB 1828-Cali"C",DR Horton Will 217.41bs Truss label: Al2 DRW: ... / ... 10/1012019 T892 8',J. 74'3°71 77 9' 0' 25'4°5 30'8' t'11'4 39'8' F 7'8"12 +1'3'A 53'11 + 4'B°5 7 56'5 53'11 �1'3° 7'8'12 =3X4 =3X6 m2X4 =3X4 =5X6 De E F G H 1 T 72 012X4C J 1112X4 6 O a V L! o_ V =4X6(A2)B K=_aL6(A2) 1 x, S R D P O N M =3X4 =3X6 -3X4 =3X8 =3X4 -3X6 =3X4 SEATPIATEREQ. SEAT PIATE REQ. 4'1°8 2'0'3 59"13 5'8'113 2'03 4'1"8 T70"6 1' F T10°8 12 74'0' 19'10° 25'7°73 2TB° 37'9'8 39'8' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSICriteria ♦ Maximum Reactions(Ibs) TOLL: 20.00 WindSW: ASCE 7-10 Pg: NA U NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.243 G 999 240 Lac R+ / R- / Rh / RW 11.1 / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.456 G 999 180 B 1561 A /- 1921 /720 223 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 M - - K 1561 /- /- 1921 (720 I - Des Des Ld: 37.00 C Kzt: NA HORZ L 0.139 M - . )' Wind maclions based on MWFRS NCBCLL: 10.00 Mean Height 15.00 ft Code/Mime Criteria Creep Factor. 2.0 B Brg Width =8.0 Min Req=1.8 Soffit: 2.00 TCDL: 5.0 psf BCDL: 5.0 psi Bldg Code: FBC 2017 RES Max TC CSI:' 0.566 K B Width Min Re 1.8 rg q = Load Duration: 1.25 MWFRS Parallel Dist 0 to h2 TPi Std: 2014 Max BC CSI: 0.560 Bearings B S K are a rigid surface. Spacing: 24.0" C&C Dist a: 3.97 it Rep Fac: Yes Max Web CSI: 0.510 Bearings B & K require a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:2apyl0(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Cemp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A-B V 0 G-H 2O29 -3245 Lumber B-C 1644-2767 H-1 1873 -2960 Tap chard 2x4 SP#1 C-D 1811-2719 1-1 1810 -2719 Bat chord 2x4 SP #1 D - E 1873 -2960 J - K 1644 -2767 Webs 2x4 SP#3 E-F 2029-3246 K-L 27 0 F-G 2029 -3246 Wind Member design based on both MWFRS and CBC. Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Cemp. Chords Tens. Comp. B-S 2395-1311 P-0 2993 -1625 S - R 2260 .1186 O - N 2260 -1216 R-Q 2260-1186 N-M 2260 -1216 -.xx4tff0..- Q-P 2993-1614 M-K 2395 -1340 �V- W,•�4s.— t/ .5j� Maximum Web Forces Per Ply (Ibs) 4 Aij•��li��$�.•�ira Webs Tens.Comp. Webs Tens. Conlp. P aiQ a7i®� a •Y{r C-S 405 -320 P-H 329 -187 * i S-D 409 -425 H-O 378 .52D s D-Q 944 -562 0-1 944 -562 10 ` O - E 378 -520 I - M 489 .426 : STATE OF .: E-P 329 -197 M-J 404 -328 _fN._ _ d-:71.w G-P 228 -303 50M5B 5H ffi 593p 9C X A<9E pE fl 6a m F9 .d+m'ta+' f�af soma W ta+nxmwy. AiR.YCNaL`FmmBmW.a>tibv. v"W. W.kt atlwaaoolarG., wte i�gndun4otewraeawwlwaewSnrvW4 aMBaLWlaltasia6u�ad.mutMrY�mbyaVuue k READ AND FOLLOW ALL NOTES ON THIS DRAWINGI THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS of BCSI (Building mvide temporary nney Ili have a properly is B3, B7 or B10, .rwise. 1leferto om7ronrnn.. tv SEON: 668301/T14/SPEC Ply.'1 Job Number:36CS0054A FROM: RS Oly:1 4EBB 1B20Cali"C"/DR Horton MEBB 1828-Cali"C",DR Horton DRW: Wgt: 212.8 His Truss Label: A13 I .. / ... 10/10/2019 8'0"1 13'1"12f 8'0"1 I 5'5"71 +' I 22T9'15 { 3"8 i 3 54 74""48 '94'88 T E5X8 =3X4 12 C D E F 6 H i,3X4 Ira IV (a) 1133—: (All 1=3X6(At) 7N A P O N M L K BZX4 3X8 ---3XB 1112X4 SEAT PLATE REQ. SEAT PIATE REQ. SEAT PIAW REO. 134 �— 5'8" 4 20W 1502I 51992 F 2762 + +4fi21 S4 9813 5 374 9.2"5 2973 Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLLt 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Kzt NA Des Ld: 37.00 Mean Height: 15.00 R NCBCLC 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRG Parallel Dist 0 to h/2 Spacing: 24.0" C&C Dist a: 3.97it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Top chard 2x4 SP #1 But 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 Bit 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. Snow Criteria (Pg,K in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Mise Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT1RT:20(0)f10(0) Plate Type(s): WAVE De8/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.032 L 999 240 VERT(CL): D.060 L 999 180 HORZ(LL): 0.014 K - - HORZ(TL): 0.026 K - - Creep Factor. 2.0 Max TC CSI: 0.501 Max BC CSI: 0.424 Max Web CSI: 0.663 Mfg Specified Camber. VIEWVen 17.02.02.1208.15 mmssss7ssososcxAanece 7seam rs. n�mn•xar sue.=.,�n«rB.mw..."ae•. ucaoatea a�di4t6id834Ha:tS+LY.f wx MiM.i�Y9a11ks4xwtutbralCNiYr6CermG wM WNeNWf+NM"�'mtlf" SbwJNmWfNrcnwK THE INSTALLERS T 1 ♦Maximum Reactions (Ibs), or•=PLF Gravity Non-Gmvity Loc R+ / R- / Rh / Rw / U / RL B 559 /- A 1385 1260 /257 0' 325 A /0 1161 1147 /- 1 752 /- A 1531 1342 /- Wind mactions based on MWFRS B Big Width =8.0 Min Req =1.5 O Brg Width = 68.0 Min Req = - I Big Width = 8.0 Min Req = 1.5 Bearings B, O, & I are a rigid surface. Bearings B. O, & I require a seat plate. Maximum Top Chord Fumes Per Ply (Ibs) Chords Tens.Comp. Chards Tens. Comp. A-B 27 0 F-G 549 -672 B-C 355 -588 G-H 520 -686 C-D 163 -14 H-1 659 -1095 D-E 435 -187 1-1 27 0 E-F 435 -187 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 449 -232 M - L 631 -280 P-O 456 -232 L-K 916 -485 O-N 298 -359 K-1 919 -485 N - M 635 -280 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-P 312 .44 M-F 225 -2 C-O 418 -646 F-L 191 -141 O-D 17B -97 G-L 432 -339 D-N 319 -410 L-H 336 -449 E-N 321 -398 H-K 235 -15 N - F 783 -1202 failure to build the g or cover page tn. The suigbllry rrnry mnponrnre.- SEQN: 668238/ T12/HIPS Ply:I Job Number.3fiCS0054A FROM: AH Qty:1 4EBB 1828-Cali"C"/DR Horton/4EBB 1828-Cali"C",DR Horton DRW: Wilt 242.2 Ibs Truss Label: A14G / ... 10/10/2019 e..0' T 14!6— 1T 79' 10 22'8' 28'1'12 32'8° 39'B° O 7' 4•B°4 5'S"12 2' 'i 2'10' F 5'S°72 4•B•4 + 7' i =6X8 1112X4=SX6E4X6 D2X4 `f a6X6 12 C_zSX6 D TC2 E F G H I J T 6� _ W4 Ia4X72A(B3)B Ka4 12(B3) - Will T S Ra Q P O N M I04X4 115X8(R) =8X12 aBX12 =5X6 114X4 SEAT PIATE REQ. SEAT PIATE REQ. SEAT PIATE REQ. 114' 128'4" 4 �S' S85g 6'4.4 4''' 14' F' . 17',640'4 22' ,6- F 249' 392' 398' F1 Loading Criteria(ps0 Wind Criteria Snow Criteria(Pg.Pt in PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc Well U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.144 1 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.272 1 999 180 B - /-116 /- /30/- BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): 0.022 M - - S 4524 /- /- /- 2025 /- Des Ld: 37.00 EXP: C Kzt NA HORZ(TL): 0.042 M - - K 1872 /- /- /- /860 /- Mean Height 15.00 ft 0 Nffit: Code / Miac Criteria CreepFactor. 2.0 Wind reactions based on MWFRS TCDL: 4.0 psf Soffit: 2. 2. 00 BCDL: 5.0 ps4 Bldg Code: FBC 2017 RES Max TC CSI: 0.728 B Brg Width = 8.0 Min Req = 7.5 Load D 1.25 MWFRS Parallel Dist 0lo h/2 TPI Std: 2014 Max BC CSI: 0.525 S Brg Width = 8.0 Min F.aq = 5.3 Spacing: 4 24.0 .0" C&C Dist a: 3.97 ft Rep Fec: No Max Web CSI: 0.723 K ing Width & K Min Req . 1.9 Bearings B, S, K are rigid Loc. from endwall: NA FT7RT:20(Oy1e(0) Mfg Specked Camber. asurface. & Bearings B, S, 8 K require a seat plate. i GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEWVer. 17.02.02.1208.15 Chords Tens.Comp. Chards Tens. Comp. Lumber 2x4 SP #1 :TC2, TC3 2x6 SP #i: Top chardchord A-B 27 -20 G-H 1427 -3199 chord 2x6 SP B - C 1022 -493 H -1 1427 -3199 WeBot Webs 2x4 SP #3 :W4 2x4 SP #1: SP C-D 2586-1160 I-J 1678 -3751 D-E 459 -7040 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 grade or better, Maximum Bot Chord Forces Per Ply (Ibs) attached with Bid Box or Gun (0.113"x2.5",mm.)nails Chords Tens.Comp. Chords Tens. Comp. @) 6" oc. B-T 395 -857 P-O 3T73 -1705 Loading ��i#!8l JJJJJJ T-S 403 -864 O-N 3773 -1705 #1 hip supports 7-0-0 jacks with no webs. `tt-{`\(.� i49A S-R 1031-2342 N-M 3112 -1400 �p� R-Q 1031 -2342 M-K 3139 -1407 Wind 4�4pp 1�)�s"•,. Q-P 2229 -tozz Wind loads and reactions based on MWFRS. Fit) 047102 ! Maximum Web Fames Per Ply (Ibs) « .w Webs Tens.Comp. Webs Tens. Comp. T-C -197 G-P 7433 -539 •••sy •. $7ATE OF 976 C-S 976 -2197 H-P 433 -539 . Jll ei OJ ��fiL .•��,4 S - D 1490 -2832 P -1 326 .673 1Q D-Q 3960-1748 I-N 337 -291 ,q ( wr++' /•�Ci�t JJJrSioal Q - G 878 .1853 N - J 822 .356 Pa{.-`.at�� E-Q 395 .461 J-M 625 -145 "IMPORTANT' FURNISH THIS DRAWING TO motsa sere soroscxAaoe ce rssam m rt rs..� rarurimmawtlw.eMw.==r.PW. n a.xze�aa.. ro e.egnWuaarc,nwram,re,ve=.eaouawwsa red m wAawienmuaom mwr wasmwrmwwa to to V n� nmyoncm;. v� SEQN:668303/T11/SPEC PIy:1 Job Number, 36CS0054A FROM: AH Qty:I 4EBB 7828-Cali"C"/DR HortonMEBB 1828-Cali"C",DR Horton DRW. Wgt: 208.6 lbs Truss Label: At / ... 10/10/2019 T 17yy15 13'- 2 1" 1"15 88' " 24'4"1 29' 33'3'a 39'8" 7' i"15 69"73 F UZ '8"1 5" + 47"15 F 4' ! F A4'7 1 T 12 re 10(SRS) T =5X6C =3X4 =3X6 ib TT 6 p D E F G 4 05X12H J13X4 mw � n (a) m RI 37 AA7)B K=3Lfi(A1) 1 U T 6 R-=4X10Q P O N M 1I --3X41112X4 =3X4 IM4---3X6 =3X8 1112X4 SEAT PLATE REQ. SEATPIATEREQ. SEATPIATEREQ. SEAT PLATE REQ. 5' 21' t' T1"12 p1"15 5'4"9 2 4'9" 5'6"5 1'5"1A _ 4'S'S 6'2"11 1' T1"12 -'7" i 1364 18.8" F FT_ 268 3,4„ 33'5"5 39'8" 2.9' Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,W in PSF) DeS/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7.10 Pg: NA Ct: NA CAT: NA PP DeBection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.039 N, 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.062 N 999 180 B 529 /- A /354 241 277 BCDL: 10.(10 Risk Category: II Snow Duration: NA HORZ LL : 0.014 M - - S 687 /- EXP: C Kzt NA ( ) /- /346 /237 /- Des Ld: 37.00 Mean Height: 15.00 R HORZ(fL): 0.027 M - - Q 1302 /- A 1633 1601 /- NCBCLL:10.00 TCDL:4.2 psf Code/Miss Criteria Creep Factor. 2.0 K 770 A /- 1528 /350 /- Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.569 , Wad reactions based on MWFRS Load Duration: C25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.357 B Brig Width = 8.0 Min Req = 1.5 Spacing: 24.0" . C&C Dist e: 3.97 It Rep Fee: Yes MuWeb CSI: 0.564 S Big Width =8.0 Min Req =1.5Q Bg Width = 8.0 Min Req = 1.5 Loc. from endwall: Any FT/RT:20(Oy70(0) Mfg Specified Camber. K Brg Width = 8.0 Min Req = 1.5 GCpi: 0.18 Plate Type(s): Bearings B, S, Q, & K are a rigid surface. Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 Bearings B, S, Q, & K require a seat plate. Lumber Maximum Top Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bat chord 2x4 SP#1 A-B 27 0 G-H 584 -525 Webs 2x45P #3 B-C Sao -579 H-I 934 -734 Bracing C-D 626 -488 I-J 935 -734 (a) Continuous lateral restraint equally spaced on D - E Z72 -105 J - K 1151 -1131 member. Or 1x4"T'reinforcement. 80%length of E-F 584 -525 K-L 27 0 web member. Same species & SRB grade or better. F-G 584 -525 attached with 8d Box or Gun (0.113"x2.5",m;1.)nails 6" cc. Maximum Bat Chord Forces Per Ply (149) Wind Chords Tens.Comp. Chords Tens. Comp. 14L4ltd7ipp Member design based on both MWFRS and C&C. 1�>� >d��4 B-U 445 -329 Q-P 657 -571 ..........g�y�. U-T 445 -329 P-O 652 -571 (i E�(�+"iy'p` fr' T-S 444 -325 O-N 652 -571 �'Y '+ S-R 340 -262 N-M 947 -886 r No 047182 - i R - Q 340 -262 M - K 950 -887 "IMPORTANT" FURNISH THIS $ s " Maximum Web Forces Per Ply (]be) •"Ci j.� Webs Tens.Comp. Webs Tens. Comp. STATE OF ` ry, {3 •� ybP,,e.- C - U 209 -208 Q - H 1206 -1385 U-0 209 -208 P-H 206 -2 -2 �g .. to D-T 109 -31 H-N 171 -61 751 N 523 S-E -751 N -429 SERVI E-Q 500 -398 J-M 223 -31 60015954235a3a%%MDEefr968 FeH G-Q 276 -324 tw[¢smuxry �et¢amerfa WwyW MaYrcA Vt P�-tt9t>+btim d ea Nr$anKklsSlN.r sots a Wi6s�eWacOttmertwamirmvYr[a. `W wbd me vm A WE xHmmINfa(G61 mu M wNm m MY4K VY# failure to build the It or cover page m. The suitability o:npontnrs. w- I I , SEON: 66'310/ T20/SPEC PIy:1 Job Number. 36CS0054A FROM: RS Oty:t 4EBB 1828-Cali"C"/DR Harlon/4EBB 1828-Cali"C",DR Horton DRW: Will: 203.a Ilia Tmss Label: A16 / ... 10/10/2019 T 9'11"15 13'9"12 18'8" 22'4"1 29' 33'3"8 39'8" F 7' F 2'11"16 1% 3 4'10"4 F 3'e"1 ' fi7 15 4'3"8 14"8 SEAT PLATE REQ. SEATPLATEREa. SEATPLATEREQ. SEAT PLATE REQ. —13'6" 21' 1' T1"12 2'11"15 3.45 SY"12 36 6'9"11 4'5"4 6'2"12 1' F 7Y"12 10'1"11 136"4 iB'8" + 22'2"5 21" + 33'S"4 + 39'8" Loading Criteria (psi) TCLL: 2D.D0 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Wind Criteria Wnd Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psi MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.97 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and CBC. "IMPORTANT" FURNISHTHIS Snow Criteria(Pg,Pfin PSF) DaIUCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): -0.037 M 999 24 Lu: NA Cs: NA VERT(CL): 0.060 M 999 18 Snow Duration: NA HORZ(LL): 0.013 L - - HORZ(TL): 0.025 L - - Code f Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2G17 RES Max TC CSI: 0.591 TPI Bid: 2014 Max BC CSI: 0.329 Rep Fac: Yes Max Web CSI: 0.513 FT/RT:20(0)/10(0) Mfg Specked Camber. Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 No 047102 STATE OF GDDISa 56]SSD909Cx:MDEDE T968mf9 rrlarullmaNa arxmaMvuv,unlvea. w @t.ucrnuirMnvab.slbw,.mraewi aafsvnm,ms raW upuldanla.mev ua+waaY.bv:fgxllaMvabd W bYWlaNxrm9u,mMm,a111rMbmmt�Yrprrc wieu ALL T 1 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 527 /- A 1338 1239 1317 P 730 /- /- 1339 /273 A O 1229 /- /- 1597 1557 /- J 787 /- /- 1529 /358 A Wnd reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 P Brg Width =8.0 Min Req =1.5 O Brg Width =8.0 Min Req =1.5 J Brg Width = 8.0 Min Req = 1.5 Bearings B, P, O, & J are a rigid surface. Bearings B, P, O, & J require a seat plate. Maximum Top Chord Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B Z7 0 F-G 725 •746 B-C 644 -570 G-H 929 -813 C - D 696 -515 H - 1 935 -783 D-E 405 -316 I-J 1146 -1160 E-F 724 -746 J-K 27 0 Maximum Bat Chord Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-R 442 -392 O-N 623 -570 R-O 382 -307 N-M 616 -571 O-P 382 -304 M-L 972 -870 P-O 473 -386 L-J 975 -871 Maximum Web Fames Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - R 192 -74 O - G 1701 -1524 R-D 236 -105 N-G 216 -4 D-O 79 -7 G-M 137 -36 D-P 916 -834 H-M 388 -321 P-E 170 -241 M-1 487 -394 E-O 480 -437 I-L 204 -33 F - O 167 -237 /`nr0 Vrnmpamm11s, u< Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the pfPI 1, or for handing shipping, installabon and bracing of tmsses.A seal on this drawing or cover page, . acreg.nce of FFrokssiona engineering responsibility solety, for the design shown. The suitability any structure Is Bre responsibility of the Building Designer per ANSUTPI1 Sec.2. SEQN.668231/T2/GABL Ply: Job Number. 36CS0054A FROM: AH Qty:1 4EBB 1828-Cali"C"/DR Hodon /4EB81828-Cali "C',DR HOAon DRW: Wgt 134.4 lbs Truss Label: Bt GE / ... 10/10/2019 Loading Criteria los0 TCLL 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration:'1.25 Spacing: 24.0" Lumber Top chord 2x4 SP #1 Bol chord 2x4 SP #1 Webs 2x4 SP 93 2a"—F 1w-q (TYP) I-r Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height 15.00 it TCDL: 4.2 pat BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 It Loc, from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A1601 SENCID1014 & GBLLETIN0118 for gable wind bracing and other requirements. NEW I =4x4 Snow Criteria (Pg,Pr in PSF) D,efUCSI Criteria ximm ♦MauReactions (Ibs), or•=PLF Pg: NA Ct: NA CAT: NA PP De0ec0on in loc Udell U# Gravity Nan -Gravity Pt NA Ce: NA VERT(LL): -0.001 H 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.001 AE 999 180 p- 81 /_ /_ 139 137 /11 Snow Duration: NA HORZ(LL): 0.002 J - - Wind reactions based on MWFRS HORZ(TQ: 0.003J - - P Brg Width =255 Min Req=- Code / Misc Criteria Creep Factor. 2.0 Bearing B is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) TPI Sid: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Rep Fac: Yes Max Web CSI: 0.088 A _ B 27 0 1-1 304 -24 FT/RT:20(0)110(0) Mfg Specked Camber. B-C 87 -120 J-K 253 -21 Plate Type(s): C-D 80 -90 K-L 202 -23 WAVE VIEW Val17.02,02,1208.15 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-I 303 -24 P-Q 27 0 Maximum But 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 No 0471612 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. 188 --65 W-J 153 -73 STii a D-AE D -AD 88 -74 V - K 100 -73 • "'+�e~. E-AC 100 -74 U-L 101 -74 l'i F-AB 100 -73 T-M 101 -74 ........ a�t"a G-AA 153 -73 107 S-N R-O 88 174 -65 -103 rl I�} aqa tstI2 X-Z 0 --83 d00L0058ffi Bp0p9CXA60E OEM6dmf9. wmemuexmga�awervuM wna,unW n }trt. aruzrenw cm waa�eawMa rxwi +ceanm.mnwan MnlaSnsd W twsswnmrumKaC�++4aJ Wa w �m vwi a"neuoumv �a Gneb.ama m."graw,.x "IMPORTANT' FURNISH THIS DRAWING TO ALL ING THE INSTALLERS to and follow the latest edition of BCSI (Buildin( as functions. Installers shall provide temporat�Y neathinpp and bottom chord shall have a propped cinn insialied per SCSI sections B3, B7 or B10 )in Details, unless noted otherwise, hefer to nation from this dmwing,any failure to build the «nty ompantnrs. u< SEQN: 6682321 T3/GABL Ply:1 Job Number. 36CS0054A FROM: AH City:1 4EBB 1828-Cali"C"/DR Hodon/4EBB 1828-Cali"C",DR Horton DRW: Wgt: 78.4 lbs Truss Label: CiGE / ... 10/10/2019 Loading Criteria (psi) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Lead Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 T T i— 14• Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 it TCDL: 4.2 psi BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 CSC Dist a: 3.00 R Loc. from endwall: Any GCpr 0.18 Wind Duration: 1.60 Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and CSC. Additional Notes See DWGS A16015ENC101014 8 GBLLETIND118 for gable wind bracing and other requirements. "IMPORTANT' FURNISHTHIS 14' 14' 1,-. Snow Criteria (Pg,Pf in PSF) DBgICSI Criteria ♦Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in too Udell LI# Gravity Non -Gravity Pf: NA Cc: NA VERT(LL): -0.001 F 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL):-0.001 F 999 180 L' 84 /- A /40 /39 112 Snow Duration: NA HORZ(LL):-0.002 E - Wind reactions based on MWFRS HORZ(TL): 0.002 E - L Brg Width = 168 Min Reg = - Code / Misc Criteria Creep Factor. 2.0 Bearing B is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) TPI Sid: 2014 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tans. Comp. Rep Fee: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 -26 FT/RT:20(Ou10(0) Mfg Specified Camber. B-C 14 -66 H-1 157 -48 Plate Type(s): C-D 51 -28 1-1 105 -69 WAVE VIEWVer. 17.02.02.1208.15 D-E 113 -17 J-K 87 .89 E-F 165 -14 K-L 84 -106 F-G 221 -17 L-M 27 0 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-V 145 -46 R-Q 164 -49 V-U 153 -47 Q-P 159 .50 U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 S - R 164 -49 N - L 144 -55 No 047102 STATE OF aoessaserswsaxscsaoeoe mesm rs nt=u wwlmm.rm m... u...:mr•awt remmawna uaaau.ww.narmux.a ar.t.aurka W tle4LLiluQ.MbytlIMtl MIN�vYEYT Wa1.RMA[ 6D4a TO ALL per at unless Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp C-V 122 -56 Q-H 206 -83 D-U 115 -75 P-1 159 -72 E-T 159 -72 O-J 115 -75 F-S 205 -83 N-K 122 -56 G-R 13 -89 to ««ry nmpou11111 . 1 4 ! SEON: 668233 /T19! EJAC Ply: 1 Job Number. 36CS0054A FROM: AH Oly: 14 4E8 B 1828-Celi"C"/DR Harton/4EBB 1828-Cali"C",DR Horton DRW: Wgt: 23.8 lbs Truss Label: EJ7 / ... 10/10/2019 Loading Criteria (ps0 TCLL 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Lumbar Top chord 2x4 SP #1 Bot chord 2x4 SP #1 91 SEAT PLATE REQ. �— 1• Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height 15.00 R TCDL: 4.2 list BCDL 5.0 psf MWF-S Parallel Dist 0 to h/2 C&C Dist a: 3A0 it Loc, from endwall: not in 4.50 R GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on bath MWFRS and C&C. Snow Criteria (PgPr in PSF) Pg: NA CC NA CAT: W Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code! Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FTlRT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): NA VERT(CL): NA HORZ(LL):-0.014 D - HORZ(TL): 0.025 D - - Creep Factor: 2.0 Max TC CSI: 0.496 Max BC CSI: 0.368 Max Web CSI: 0.000 Mfg Specified Camber. VIEWVen 17.02.02.1208.15 n{n.ueamuicaa.uvxlNx'"i➢MrtiNra SlWi wx m�xna+enaxaeawanm.wuw.were.re wwx w»nvuaxmcu�nrrtnc�mes."aea mw"+asmmtt as C ♦Maximum Reactions (Ibs) Gravity Non -Gravity Lee R+ /R- /Rh /Rw I /RL B 336 /- A /259 /117 1173 D 127 /- /- 1101 /20 A C 171 /- /- 191 /133 /- Wind reactions based an MWFRS B Brg Width =8.0 Min Req =1.5 D Brg Width =1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid sudam. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 Maximum got Chord Forces Per Ply (Ibs) Chards Tens.Comp. B-D 0 0 nnry ompantn 1— SEQN: 668234 / T18 /JACK Ply: 1 Job Number. 36CS0054A FROM: AH Qty:4 4EBB 1828-Cali"C°/DR Horton/4EBB 1828-Cali"C",DR Horton DRW: Wgt: 16.8 lbs I Truss Label: CJS / ... 10/1012019 Loading Criteria lost) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x4 SP gt Bot chord 2x4 SP 91 C 12 6 M b � fV t+) 4=2X4(Al)B 3i 1 D SEAT PLATE REQ. Wind Criteria Wnd Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II E%P: C Kzt NA Mean Height 15.00 it TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wnd Duration: 1.60 Wind Member design based on both MWFRS and CSC. '"IMPORTANT" 4'1 Snow Criteria(Pitm in PSF) DegICSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell Uft Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.007 D - - HORZ(TL): O.00B D - - Code/Misr Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.309 TPI Sid: 2014 Max BC CSI: 0.182 Rep Faa Yes Max Web CSI: 0.000 FT/RT:20(Oy10(0) Mfg Specked Camber. Plate Type(s): VIEW Ver. 17.02.02.1208.16 WAVE No 047162 STATE OF Ca 0359 56 ffi Sma 9C 1p M pE 0E 196E m F4 w.amemnur.nammmaw n fiLic. r[>ttfllmw [m [eeaa4» wryawl wax[xoomwe. .ax�aaa[+aanem..wraAoranmmaa� aaUx.�.s sd W YWfaMxvNm¢NM6tMwYW mFahOui npvf. per ei unless ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh l Rw I N l B 263 /- A /208 196 1129 D 90 /- /- /70 113 /- C 119 1- /- 162 /93 !- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Raq = - C Brg Width = 1.5 Min Req = - Beanng B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Fames Per Ply ([be) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -120 Maximum But Chord Fames Per Ply (lbs) Chords Tens.Comp. B-D 0 0 m1g• om{vnen:>. u< c , , SECN: 6S8235/T17/JACK Ply.1 Jab Number. 36CS0054A FROM: AH Qy:4 4EBB 1828-Cali"C"/DR Horton 14EBS 1828-Cali"C°,DR Horton DRW: Wgt: 12.61bs Truss Label: CJ3 / ... 10/10/2019 Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Wind Criteria Wnd Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 ft TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Memberdesign based on bath MWFRS and CSC. a SEAT PLATE REQ. 3' 3' C Snow Criteria(Pg,m In PSF) DeRICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in lac Udefl U# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.003 D - - HORZ(TL): 0.003 D - Code / Mise Criteria Creep Factor. 2.0 Bldg Code: FSC 2017 RES Max TC CSI: 0.174 TPI Std: 2014 Max BC CSI: 0.072 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(Ou10(0) Mfg Specified Camber. Plate Type(s): WAVE VIEWVer. 17.02.02.1208.15 No 047102 .� jz STATE OF aamsasazasoroscxnacepslssem rs Hl=-tk.N}�l]Ie9 Wlte16M,pM �mrl W4E MYcillpinatlaEc4nuG ba mEaHtYi,<tlpalM ua4d bClia V6El6b[i,4,9tnf[b, N.fEM alfe6 murvlvt(nY mYa 1 ♦Maximum Reactions (the) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 193 A A 1162 176 /86 D 51 !- A /41 /6 1- C 64 A !- /30 151 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Big Width = 1.5 Min Req = - C Big Width = 1.5 Min Req = - Bearing 8 is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ihs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 Maximum got Chord Fames Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 failure to build the g or cover page m. The auitability �ney nmponmrs, uc SEQN: 668236 / T18 / JACK Ply: 1 Job Number. 36CS0054A FROM: AH Qry:4 4EBB 1828-Cati"C"/DR Horton MESS 1828-Cali"C",DR Horton DRW: WBt 11.2 Its Truss Label: CJ1 / ... 10/10/2019 Loading Criteria (pst) TOLL: 20.00 TCDL: 7.00 SCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.o0 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Lumber Tap chord 2x4 SP 91 Bot chord 2x4 SP #1 Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 R TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 it Loc, from endwall: Any GCph 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. a Of 12 6 C 2X4(A1) B ae) o A D SEAT PLATE REQ. Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Pf: NA Ca: NA VERT(LQ: NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.000 D - - HORZ(TL): 0.000 D - - Code / Mise Criteria Creep Factor. 2.0 Bldg Cade: FBC 2317 RES Max TC CSI: 0.163 TPI Sid: 2014 Max BC CSI: 0.015 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0y10(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 No 047182 .. �� 9r STATE OF molsesslaspmsexnaoeoe naames mesNwygNv Na Nov W ux+a=nWL R {it. YC N]LI { n N Gm Jw�abN mar! N14t a¢lmtl:abm Wa vmseapn Neaemnexe.waw�aee qna w wua M ¢c Ywi xfamYnJa ttu W ar 0. uiJvf m NY+b�vX r=oYt as T to ih ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ IR- /Rh /Rw I /RL B 150 /- /- 1145 n7 /42 D 11 /-1 /- /is /10 /- C - /-14 /- 125 /26 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width =1.5 Min Req=- C Brg Width =1.5 Min Req= - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Farces Per Ply ([be) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 n nmponnfr?. SEON:668237/T21/HIP_ Ply:t Job Number. 36CS0054A FROM: AH Oty:2 4EBB 1828-Cali"C°/DR Horton/4EBB 1828-Cali"C",DR Horton DRW: Wgt: 42.0 Ibs Truss Label: HJ7 / ... 10/10/2019 y_ f_ 6'3" 9'10°7 63" { 37" 0 SEAT PLATE RED. 15 614 3'2" 6°13 6,1.4 i 9'3.4 �f9, U 1 Loading Criteria (ps0 Wind Criteria TOLL: 20.00 Wind Std: ASCE7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Kzt NA Des Ld: 37.00 Mean Height 15.00 R NCBCLL: 10.00 TCDL: 4.2 list Soffit: 2.00 BCDL: 5.0 list Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 ° C&C Dist a: 3.00 ft Loc. tram endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 0 of at -1.41 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 pit at 9.84 BC: From 0 plf at -1.41 to 4 pit at 0.00 SC: From 2 pit at 0.00 to 2 pit at 9.84 TO: -7 lb Conc. Load at 1.41 TO: 1281b Conc. Load at 4.24 TO: 238 lb Conc. Load at 7.07 BC: 23 Ib Conc, Load at 1.41 BC: 103 lb Conc. Load at 4.24 BC: 1791b Cone. Load at 7.07 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in toe Udell U# Gmvdy Nan -Gravity Pt: NA Cc: NA VERT(LL): 0.015 G 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.028 G 999 180 B 330 /- /- A 1208 A Snow Duration: NA HORZ(LL): 0.004 F - - E 385 A /0 /- /175 /0 HORZ(TL): 0.008 F - - D 29 A A A 114 A Code I Mise Criteria Creep Factor. 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Mex TC CSI: 0.241 B Brg Width = 10.6 Min Req = 1.5 TPI Sid: 2014 Max BC CSI: 0.326 E Brg Width = 1.5 Min Req = - Rep Fac: Varies by Ld Case Maxeb CSI: D Big Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing FT/RT:20(Oy10(0) be Camber. Mfg ig Specified Ca B requires a seat plate. Plate Type(s): Maximum Top Chord Forces Per Ply ([be) WAVE VIEWVer. 17.02.02.1208.15 Chords Tens.Comp. Chards Tens. Comp. A-B 14 -11 C-D 55 .72 B - C 330 -650 U si STATE OF SOe35E56]a5D3D9C3DMDE0E 1960 m f9 .=vMvr=IaO+CCMY]OYM Va-u,lMtttFe4 N ¢4.e[N]W Im W CW,b°. ALCM Wprlwr wLeul'�m,WC. NMYugYsd WYaueeN �CMm,YyivYgnSW wk! W MP W-1 YALN(ieL'n ttQl h,tbvrYmanCM„WG�Y m4v FURNISH THIS DRAWING TO ALL THE INSTALLERS Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-G 604 -290 F-E 0 0 G-F 591 -288 Maximum Web Forces Per Ply (]be) Webs Tens.Comp. Webs Tens. Comp. G - C 286 -47 C - F 345 -709 rrnry Gable Stud Reinforcement Detail ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or. 140 rph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 140 nph %And Speed,115' Mean Height, Enclosed, Exposure ➢, Kzt = 600 (ir: Ipn nnh Wind Sneed. is, Nam Znht. parZa,, rnrinced. Evanmre ➢. Kzt = 1.0n S 2x4 Brace Gable Vertical pacing species I Grace No Braces (1) 1.4 -L' Brace s (1) 2x4 'L' Brace • (2) 2.4 1' Brace we (1) 2x6 'L' Brace x (2) 2x6 'L' Brace s Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' to, 6' 7' 6' to- 7' 8' 1' 91. 3' 9' 7• 12, 2' 4' ' 4' ' 0) U S P f #3 3' 8• 5' 9' 6' 2' 7' 8' 7' It- 9. 1' 9' 6' 12, 0' 12' 6- 14' 0' Id' 0' Stud 3' 8' 5' 9' 6. V 7' 8' 7' 11' 9' 1' 9' 6- le, 0' 12' 6- 14' 0' 14' 0' Q HF Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' It- 9' 6• 10' 4'. It, 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' I1' 7' to, 8' 2' , 4- 9' 8' 12' 4- 12, 9' 14' 0' 14, 0' S P #2 3' 10' 6' 7' 6. 10' 7' 9' 8' V- 9' 3- 9' 7' 12' 2' 12' 8' 14. 0' l4' 0- #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, ll. I1. B. c�u D F L Stud 3' 9' S', 3• 5' 7• 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' 11' B' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' it, 9' 8' 10. 4' 13, 1' 14' 0' U #1 / #2 4' S' 7' 6' 1 9' 8' 10' 9' 3' 10' 7- 0, 0' m, it- 14' 0' 14' 0' 14' 0' S P F 03 4' 2' 7' V 7' 9' B' 9' 9' i' 10' 5' to, lo• 13, 9' 14' 0' 14' 0' 14' 0' L lJ I IF Stud 4' 2' 7' V 7' 6- 8' 9' 9' l' 10' 5'- - l0' 10, 13' 9' 14' 0' 14' 0' 14' 0' O Hl Standard 4. 2' 6' V 6' 5- 8' 1' e. 8' to, 5' IG, to, le, 8' 13. 7- 14' 0' 14' 0' at 4. 7' V 7' 7' It' 9' 0' 9. 4• 10, e' 11' I' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4. 5' 7' G' 7' 9• 8' 10, 9' 3' 10' 7' It' 0' 13, 11' 14' 0' ._14' 0'. 14' 0' #3 4' 4' 6' 5'.. 6' 10, 8' 6' 9' I' 10' 6' 10, 11• 13' 4' 14' 0'. W 0 14' 0• N D D F L Stud 4' 4' 6' 5' 6' to- 8' 6' 9' 1' 10, 6' 10, 11' 13' 4' 14. 0• 14, 0' I4' 0' Standard 4' 2' S' 8' 6' 0' 7' 6' 8' 0' la, 2' to, ta- II' to- 12' 7' 14. 0' 14' 0' 4 #1 / #2 4. 10' 8' 3' 8' 7' 9' 9' 10, 2' 10. 7' 12' t' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 7' 8' 2• 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14. 0' 1.7 U I IF Stud 4' 7' a, R. 8' 5• 9' 8' to' 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O Hl Standard' 4' 7' T 0' 7' S' 1 9' 4' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X. #1 5' 1' 8' S' 8' 8' 9' 11' 11' 3' It' 9• 12' 3' .14' 0'- 14' 0' 14' 0' P #2 4' 10' B' 3' 8' T 9' 9' IW 2' IF 7' 12, 1' 14' 0' W 0' 14' 0' d 43 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' ll' T 12' 0' W 0' 114'0- t4' 0' 14' 0' N j D F L Stud 4' 9' 7. 4' 7' 10' 9' 8' 0' 1' 7• le, 0' 14' 0' 14' 0' 14. 0' . Standard 4' 7' 6' 6' 6' It- S' 8' 9. 3' 11. 6- le, 0' 13' 7' l4. 0' 14' 0' able Truss ➢w,t1c.l brace oey b e"Wea( Iendth nay be T tl when I8• y( br.c. use Conn brace Is used ect L or 6000 wpganal bravo for 6000 .t each end. Max .as Brice total length is 14'. 2x6 ➢F-L 02 ar f4l(.a better wa,.t T Vertical length shown b.... i single g' h table above, or double cut J- sM.n) at -L upper end. Connect d` gean y at - , ' ..,... ,. ... ..I .er.. Refer to chart above AN WCONCRANY tanh ft,. MO M6 EaM Clty, MD 090E5 to �.p bie ebau rot e. ,.-ryoa4b far vry m.Ip. r cmi.= wth IMI/1P11, or Inn Inmhy aM1pyq, We dc1p, Mcata. acwtenet of Yafeadarxl IMtlq llesertr per%RiSI/IPI 1 SecE dr,aw, Bracing Group Species and Grades, Group A, S ruce-Pine-Plr Hen -Fir #I / #2 Stantlartl #2 Stud -'p3 Stutl a3 Standartl BaV las Fir -Larch Southern Rne... #3 aJ Stud I Stud St.aGbrd StandaTtl L roup BI Men-Firtlpl Lwch Southern Pbe... a2 alt be SRB (Stress -Rated 9oord). Piae use only Industrial 55 on 5 StreSS-Rated BoardS. Group B be used Nth these oI,ddeg. Gable Truss Detail Notesl Wed Load deflection criterion Is L/24 . Provide upBPt connectlons for 75 pr o continuous bearing (5 psf TC Dead Loao). Gable and supports bad fran 4' V outt.aker. whin 2' 0' overhsng, or 12' Pt .... d overhang Attach 'L' braces whh Lad (a128'x3.B' hW nags. )If For (D IV brvea space hafts at 2' a . In 18' end znnes and 4' ac. between z an... )k)W.r 24au ) ' broces� sPace nz at p'o In IB' end zones and 6' ae. between zones. 'L' bradim, p .t be . ninlnan of 60% of .eb hehber Wh,th. Goble Vertical Plate Sizes • Refer to cannon truss design for peak, spike, and heel plates. Refer to the BuOAng ➢esigner for earatl... not adWesmal by this detail. Vernal Len tin Np S lke Lers ttan ,' 0' 2%3 Greater than 4' 0', but less than ll' 6' 3%4 Greater than lt' 6' 4%4 „N--� 'ra = DATE 10/01/14 DRWG A16015EII OF MAX. TOT, LD. 60 PSF t""eta MAX. SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Gro 140 MPH Who Speed, 30' Mean Height, Pwtlally Enclosed, Exposure C, Kzt = Too ❑r140 mph Vlnd Speed, 30' Mean. Height, Enclosed, Exposure D, Kzt = 1.00 'or: 120 mom, Wind Soeed. 30' Mean Height, PartlaLtvEnclosed, Exposure D, Kzt = 1.00 S Gable Vertical Spacing Species Grade '2x4 Bracek3-7- (1) lx4 'L' Brace.•_ O) 2x4 'L' Brace • (2) 2x4 'L' Brace • (U 2x6 'L' Brace • (2) 2.6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #I / #2 6' 3' 6' 6' 7' 5' 7. 8- B' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14. 0' S P F 03 5' 5' 5' 9' 7' 2' 7' 7- B' B' 9' L' It' 3' it, ll' 73' 7' t4' 0' U Stud 5' 4' 5' 8' 7' 2' 7' 7- 8' 8' 9' 1' Il' 2' 11' 31' 13' 7- 14' 0' Q HF Standard4' 7' 4' It' 6' 2' 6' 7- 8' 4- 8' I1' 9' 8' 10' 4' 13' V 14' 0' Q% #1 6' 4' 6' 7' 7. 6' 7' 9- 8' it- 9' 3' 11' 9' 12, 2' T3' 11' 14' 0- -1 a S P #2 6. V 6. 6' 7' S' 7' e' 8' 9' 9' 2' 11' 7' 12' G' 13' 9' l4. 0' Nt #3 4' IG' 5' 2' 6' 5' 6' ll' 8' 9' 9' 1' to, I- to, lo- 13' 8' 14' 0'Stud D F L 4' 10' 5. 2' 6' 5' 6' ll' e' 9' 9' l' 10' V 10, to- 13' 8' 14' 0' Standard 3' 3- 4' 3' 4' 7' 5. 8' 6' V 7' 9- 8' 3- 8' It- 9' 7' 12, 2' 13' 0' U #1 / #2 4' 2- 7. 2' 7' 5- 8. 5' B" 9' 10, 1' 10, G. 13' 3' IT 9' 14' 0' 14. 0' S P F #3 4' 0- 6' 7' ]' S' 8' 4' 8' 8' 9' Ill 10' 4- IT 1' 13' 7- 14. 0' 14' 0' i U L� Stud 6' 7' ]' 0' 8' 4' 8' B' 9' it, 10 4,' 33, t' 13' 7' 14' 0' 14' 0- HF 1, F Standard 5' 8' 6' 0' 7' 6' 8' 0' 9' II' 10' 4- It, lo- 12, 8' 14' 0' 14' C' #1 7' 3' 7' b' 8' 7' 8' 11 10' , 10' 7- 13' 5' 3' It- - l4. 0' 1 0' S P #2 7' 2' 7' S' 8. 5' e' 9' 10, P. to, 6' 13' 3' 13, 9' 14' 0' 14' 0' #3 S' ll' 6' 4' T ll' e' 5' 10` 0' -10' S' I2' S' l3' 3- 14' 0' l4' 0' v ° D F L Stud 5' 11' 6' A' 7' It' R' 5' 10, 0' f0' 5' 121 5' 13' 3- 14' 0' 14' 0' Standard- V4'10- 5' 3' 5' 7' T 0' 7' 6' 9' 5' to, 2' it' 0' N' 9' 14' 0' 34' 0' 41 / #2 7' Il' 8' 2' 9. 4' 9' e' 10, 1' 11. 6' 14' -0' 14' 0' 14' 0- !4' 0' s S P F #3 7' 7' 8' 1. 9. 9.. 2' 9. 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' L7 U HF Standard 6' 6' 6' 11' 8' 8' 9' 3' 10' It' 11' 5' I3' 7' 14. 0' 14' 0' 14' 0' x #1 - e' 0' e' 3' 9. 5' 9•-9' I1' Z' 11' e' 14. 0' 14' 0' I4. 0' 14' 0S P #2 7' It' 8' 2' V 4- 9' e' II' 1' 11' 6' 14' B' 14' B' 14' 0- 14' 0' q3ud 4' 10' ]' 3' 9' V 9' T 11' 0' 11' 6' l4. 0' 14' 0' 14' Cr T4. 0' DF L St 4' 6' 6. 10' T 3' 9. 1' 9' T It- 0' I it, 6' 14' 0' 14. 0' I 14' 0' 1 14' 0' Standard 1 4' 5' 1 6' 1' 1 6' S' 8' 1' 8' 7' 10' 11' 1 11' 5' 12' B' 13' T 1 W.'anel brace optixv vertigo, length any be doubled .hem dlnebnal brace Is used connect mngonal brace For 6904 at each end Rax eeb total length Is 14/ Vertical femath sham In toble above. a &0 v AN iTWODMPAW )3]891aXe6mt0.be EBM CTy, M06)IHS WV Truce nNffmiiRXM1. ,L, L y- Br ce I BE)I e6 ➢r-L or better .ml b. r t bloc.) elhot B• all doublecu cai L 1 (a m. a) upperentl. E Reicr to .chart above: For max„gddte"'Qgr`IILM1 I Nolte(arR.ec*ON THIS leo wm M'nmulmx �"`-\VGr" .-•• G'T• 's°ae:<yp°rlmieornaG:iov:2Y�+Yi wilt, ana`h0soc4Qelar ��GENS/` Ilvr¢ ,Y 1 wxaG Per else. G`�botmn dwM ^5�•(J- G�tnepy PernGG.nt lG<eml wv6me ar .ehe Deft aG apyJCOHG.. PPp1Y F(a4v W wN Ga[. NO = � L = UlWtvt WKG rotas OtYlr.hG. le, ma Gwa fat be KGfmmw f, vorrya' a..bu., rro, rnarca loth H6l/fPl 1, er 1 r ftx g TE OF = A P baGY4 Ym+lfGi n6GVta,v a1 Pdmlema O R10 Il,e M4tmo<r Gad aw or the, va+n%90 xNr-Irx. Per a16i/1Pi 1 D-,b pDA' p. py Bracing Group Species and Grades, Group Af S race-Plne-Fir Hen -FM O3 / a2 Stantlnrtl a2 Stutl a3 Stutl1 03 lStandard Do u Ids ill -Larch Southern Plnee•x 03 a3 S ud Stud Stantlartl Standout Group BI lx, - •16 at, Nl Dou Ins FM-LnreN SougTmdu.t,�L� Pin al a2 Ix4 braces shall be SRB (Strrd). '..Far 1.4 So. Plae use only'arIndustrlal 45 Stress-Rateup Bvalues ea be used I)" t Goble Truss Betall Notes, Nut Load deflectlan criterbo R L/24, P,.Vde wuft emmectlons for'35 plf ver conti.vous beorho 45 PIP TC Bead Laofp. Gable end wworts tool Fron 4' a• outtookers "In Y o' overmany, or 12' PlYeootl overhang. Attach 'L' braces etth led (a@8•x3.0' NO note. 9( For (1) 'L' brace, space moils at 2• o.c. In 18'oM zones and 4' oo betveen xones. )K)KFar (B) II.- braces, space reds at 3' ac. In to' end zones and 6' ... betveen zones. 'L' bradtI rust be a nlN um of 80% of .1, member lenoth. Gable Vertical Plate Sizes Vert'caL Len th No B Ike Less tram 4' g' 2y4 Fmea<er than 4' g', but 04 less then IY 0' * Refer to comet truss design Par peak, cptc., and hael plates. Refer to the S.Idno Dlelgner for condltlans mot addressed by time detaf. TOT. LD. 60 IDATE 10/01/14 1 Gable Detail For Let -In Verticals If web has a scab brace, then webs over 49' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace Is 90X of member Length. 'L' or 'T' e required In lieu of scab brace Goble vertical lenggth greater than 48' 'L' or 'I' brace required R.Infa Hemk Go Tr Gable vertical length Greater than 48' 'L' or 'T' brace required Refer to appropriate Alpine gable detall for minimum plate sizes for vertical studs. QRefer 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. Examples 2X4 2X4 2X8 Provide connections for uplift specified on the engineered truss design Attach each 'T' reinforcing member with End Driven Malls, 10d Common (0.148'x 3.',min) Nalls at 4' o.c, plus (4) malls In the top and bottom chords. Toenalled Nalls- 10d Common (0.148'x3',min) Toenails at 4' oec plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11D30051014, A100311051014, A14030052014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, Al2D15ENCI01014, A14015ENC101014, A16015ENC101014, A18015ENC1D1014, A20015ENC1DID14, A20015EN➢101014, A20015PED1DIC14, A11530ENC101014, A1203CENCIDID14, A14030ENC101014, A16030ENC1D1014, A18030ENC101D14, AeOD30ENC101014, A200,30EN➢I01D14, A20030PED101014 See appropriate Alpine gable detail for maximum unreinf arced gable vertical 'T' Reinforcement Attachment Detail 'I' Reinforcing 'T' Reinforcing Member Member T=e-m.a To convert from 'L' to 'I' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable datal0. Maximum allowable 'T' reinforced gable vertical Length Is 14' from top to bottom chord. 'T' reinforcing member materlal must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brac 'T' Relnf. Mbr. Size •T' Increase 2x4 30 X 2x6 20 7. Examples ASCE 7-10 Vlnd Speed = 120 mph Mean Roof Height = 30 ft, Kzt = L00 Gable Vertical - 24'o.c. SP 03 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) - 30X = 13D (1> 2x4 'L' Brace Length - 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8'7'=11'2' dvARlmza. wEw N r0ULW " MINES Pm me awAvar4 ,,,, REF LET -IN V ERT swa `1317 lv Fulonsil T MY11L To A cliff s nnualme Tie DISTNLERR „w'�`Y Fr d, Trvases reyhe extreme cam h fabrbateq, handlya, fliypha, mstallla and! bracha Rehr to and Sw iss He'^�, !� fm w lat..t .memo er ea onm, Cam arwnt Safety War.atwe ey lPl o SMM for satiny �xy,,t't e4,�`.,`tk DATE 10/01/14 yracexes prbr top.' to np and Ma M. '"Hy at sM0 worts to tr pr I011 z xo wnez i Ud... nat.a atl.rd.., tap aware .kau M. yap.dy aeearw.a .tm.ct�.weDOfOi,.a ra,wo wwt=. a�aw - DRWG GBLLETIN1014 'fall have . pnwunrly OtMWa rldtl [a1Yp L ftns Caen for pm,w lateral nectmht M »bc � (I �� (� it l� .r lur. an .. 0 pr XI and an a3, BT or ➢Ip, u x. na Appl plate. to wch fad - 9t YSiATE afj� raf ILIA INI�\\ill II�� f taus mbmpixn ewn 1! d W aweI oro an W, .lime seed, a ratio Ref.r to d=teae 1w Z for wt.nawe plate paetbm. :,'shay Owll Ogg' Nphr, a WMwn eI ITV wu(*d0oa cwanwAs trap Irc .Mel mt M nepondble i> an MNaibn frd nelONAx�y�F AN rrW COMPANY We d,.wL,, any fabre to bJld the truss In mnleM .Min A45Vmw ar , f IaMGo. nla o. MAX. TAT, LD. 60 PSF mstaaatbwl a breclla of trdwa mac...rou.... mrossan A dd on Ibis tras6p or fixer pa Mete, thw chews Indo>bo acc ptnno. e0 prohssbnl .r wsp.wn mdy daes� ha.s ,r. swauuy a.d d. w tws an, �' "'""" BUR, FAC. ANY f33B91nbhonlaMe tFe . '. [ Psr N6irtH I Ser2. ..s.�.. Ut Cb MOMS "M» I w mm°iru s... ths lab'•at� ZZI mnvem's ward' ica �a.af.— MAX. SPACING 24.0' 2x4 Chords va Hip Frame Details B—{ tJ Hip Frame W4X4, Min. �. _ r-„ ,�R Hip frame stops at plumb cut of jacks to maintain pitch continuity. A Hip frame lumber is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better. See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, Hip Frame chords may be trimmed up to 2' to fit, purlins must be Intact and properly attached. Common T es Stepped Hip System Trusses �01 Hip I and Sheathed Area Hip Framex B Bottom Chord o- Attach hip frame to Flat chords of stepped hips at all overlapping points with (2) 0.131'x3.5' nails Bottom chord of hip frame to be attached to #1 hip with 0.131'x3.5' nails a 6' o.c. maximum spacing. �-^ Setback Stepped Hip --- —System Trusses Use this detall fora Enclosed, Exp C, Hip Frame -provided by truss manufacturer. 7-10, 180 mph, 30' Mean Hgt, Partially or Hip Hip frame is designed to provide bracing for Fiat top. ASCE 7-30, 160 mph, 30' Mean Hgt; Partially Enclosed, Exp D, or of hip frame system where Indicated. Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So. Pine lumber. ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structur anels must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1.00 To hiaaF'N�yXT11Mlarlins. _. - wuamrcm am Wa P v au carts a rxet m vw •"P� GEN �'"L REF HIP .uwwrra m. Nwsx rws nen m KL mvrvnsims o-rtumu+c Txc psyn s. sr..H v.....vr.. v..e r, Paermaro. ht.wiro• mat„o. "W tn. w N. We, t..w :V� S� to DATE 10/1 raue. w r <.vt n 11 r sea <®,vf rat s Safety u.r te.Wiy rnv .w sew vw safety N 1, We'. P.'b; to perPemt <N.r l ya., . 1-to. .MLL p.eWN t. 1x car - _ (�J' j5 w... w. eh. N:<,.tw m.ra vhuv b. vw.rvr twa.a t m attmt eot<a aura - DRWG HIP .mu F trp'.p.rb atme.a c.nty <ms w.n v o t mt t ro<rem.or tte dwv m i..og .smuw wr's� l ..cm. u w nt, t ep�Pic.0 =1%,ee m ..a r �� r v... .,r w.rci.t ...m.n .e....na re, the ,mt+s n.e.v ss mt,. t vr. — S A' E OF pr.r ta e..wos vsa-z P tam d N.a v.nm... = q MpM iNzbn aP {N a l coma t G N dwa t M ap w. r OMnta P 9 .(< Q ,W trW ODMVAta' tw. o-tww tv PNwt t aa'�the eras. n canPorw,rc. au. eravrn 4 tr r - h+.°�o..hmtr•a. i t O Fi lOP W tvtau.tw e.o- m .v Valley Detail - ASCE 7-10: 160 mph, Top Chord 2x4 SP #2N, SPF #1/#2, ➢F-L #2 or better. Hot Chord 2x4 SP #2N or SPF #I/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. rw Attach each valley to every supporting truss with, (2) 16d box (0135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C. Wind TC ➢L=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. Dy 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. 30' Mean Height, Enclosed, Exp. C, Kzt=1.00 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and .gradeor better, attached with 10d box (0.128' x 3,0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web Is permitted with diagonal bracing as shown In DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o,c, or as otherwise speciPied on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. ■X* Note that the purlln spacing for bracing the top chord of the truss beneath the valley Is measured along the slope of the top chord. All plates shown are ITW BCG Wave Plates. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. 2X4 04 12 3X4 Valle 12 Max. Spacing � 2X4 X4 Ir Pitched '.at Square Cut Stubbed Valley ❑Ptional Hip f- 0-0-0 max --I Bottom Chord Bottom Chord End Detail Joint Detail 4X4 Valley oe-�n� Iled Valley 12 / o m n T u 12 Max. � t 2 o. . L�2X4 ll S t IX3 >Spaclng) t�\i` IX3 P`I'\<`9SX3 5X4/SPL SQo- Common Tusses Partial Framing 20-0-0 (++) at 21, O.C. I Plan Supporting trusses at 24' o.c. maximum spacing. UaHuw,uryo ovumnrn. aun wv rws+ ru was a Tlat rewvnrr `pa� TC LL 30 30 40PSF REF VALLEY DETAIL nrmrwm. nwaar yws mawxo m mnwcrve.rrnrmo& >c mxTraaua. Trrs.rr rpW e.Veen eerc Yi hErlaol6p. Fnne�lp. vagpW.N tol wtl d` P i to utl rww+ w we..< •mtm� or eav raamy awe,•et a°aty ar m y Tvt .aa°C ieu ro- r rrty �' iGEN& /� TC DL 20 15 7 PSF DATE 10/01/2014 ruaa v.w a• vxrw.unv tx•v. vwcuae u�eau... nwimaa eenr.w., uv .+ew wa r+.• vr°v.Kr .n°wa t,.Kw.�.� - S^ Bi DL 10 SO 10 PSf DRWG YAL160101014 m.. ° rro•.+r eamwe temam. •b. r a mn ieu , rc tree m w, P a+a aw a.<wi•a w. �r :.uc�n. w, nT °. v�v; u NWr qea w a v &LR=) - BC LL 0 0 0 PSF c•r•. m e.°•em. isa-z v°..wa°.�a µ°t. ve.xe.. AM rlwmMpArtr u,n"a.,w,°°v1ibyr°°ar�.m'a wrwn"'o-w:w�r.,�..r:"w�u u+arrvt'°u°Ae.°Yia�°tiow°"io°. wvvier'" ,ATE OF TOT. LD, 60 55 7PSF tireai.un a er.an •r w.ne. - tiq' � n wt m va s..eg a cw.. pea wue errs e°.no. •m-+trs .erytaro a por•amv '/- •w•.•.ra wxr ro- a. scan .ro.�. n..wmutr wa .rr ae aw an.rw -, © <(} p� 4' IIRFAC.125r1.33 1,15 11.15 Taiesut.ima wre ro- vy •a,.,eu."`0"�m'iX. rc.m,sury x w wme n..q.. v uavm t s..°. •.� .t R 1 ,4, Earm4nv, MO GJOrS ro- a°r. ew eio- r.e w. kuv n.rc.a wv pea °m u:.. .m .�:.o :,FSS/h.,..� [RSC'� �a•�`` SPACING 24.0' u °we. ......uu.,. . me .r..emn.wn 30r4'o. zWerci Im •x<ceer•.be A. Piggyback Detail - ASCE 7-10! pa160 mph, 30' Mean Heigpht, Enclosed, Exposure C, Kzt=1,00 160 014DhnPh wMtl,3100 ft Mean Hats ASCECE 17-10,� EncloseddBInn. located anywhere anywhe a In roof, E p D,nwind ➢L=05.0 psf n(Mn) K to-1.0. Note. Top chords of trusses supportingpiggyback cap trusses must be adequately braced by sheathing or purlins. The. building Engineer of Record shall provide dlagooaI. bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane toads over gable ends. Maximum truss spacing Is 24' o.c. detall. Is not applicable If cap supports additional loads such as cupola, steeple, dnlmney or drag strut loads. Detail A 1 Purlin Spacing = 24' o.c, or less 12 Up to 12 F7 I I 11 To, Chord Scab (Typical Each End) Flat top chord purlins required at both ends and at 24' max o.c. spacing In between. Detail B ' Purlin Spacing > 24' o.c, Piggyback cap truss slant nailed to all tap chord purlln bracing with (2) 3 rax Halls ((I side only and secure top chord with 2x4 k3 grade scab (1 sale only at each end) attached with 2 rows of IOtl box malls 00128'x39 at 4' o.c. 12 Attach purUn bracing to the flat top chord using a minimum of (2) I6d box malls (0.135'x3.5 ). Up to 12 Chord Scab (Typical Each End) Note. If purlins a� gAN MCDMMNY 13189laWbIll)" Iro- any Win Cary"Mo830i5 11 24• O.C. Max Flat top chord purlins required at both ends, purlln spacing > 24' o.c. specified on the flat top of the base at 24' o.c, max, arl use Detail A. eawn.wmew a— aw the %. in ban'.. ronM Wtenl'wwtrwht w1 webs � w mci°�,'�� ia:'mwiaoai�p�ww.". s ATE OF w¢rn1a.w< wv pafeadaal P na us. a..axw a.a.wq °��^�, rOFtID wpm wn ne wmwn Piggyback cap truss slant malted to all top chord purlln bracing with (2) 16d box nails (0.135•x3.59 and secure top chord with 2x4 93 grade scab (1 side only at each end) attached with 2 rows of led box nails (0.128'x3') at 4' o.c. Attach purin bracing to the flat top chord. using (2) 16d box malls (0.135'x3.50. The top chord k3 grade 2x4 scab may be replaced with either of the f.tWel gg� <0' 3X6 Trulox plate attached with (8) 0.120'x1.375' nabs. (4) Into cap TC 6 (4) Into base truss TC or (0 28PB wave piggyback Plate plated to the piggyback truss TC and attached to the base truss TC with (4) 01201x1.375' malls. Note. Nailing thru holes of move plat. Is acceptable. w In addition, Provide connection with one of the fallowing methods Trulox Use 3XB Trulox plates for 2x4 chord member, and 3XID Trulox plates far 2x6 and largerchord members. Attach to each face 8 S' o.c. with (4) 0120'xl.375' molls Into cap bottom chortl and (4) In base truss top chord. Trulox plates .my be staggered 4' as. front to back Paces. APA Rated Gusset B'x8'x7/16' (min) APA rated sheathing9 usse{s (eoch'focW.'Attach 8 8' o.c with (8) nd common (01131x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face). ttech a 8' ao with (6) led box nails (0.128'x39 per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs,nay be staggered 4' a.c..: front to back faces. 29PB Wave Ploavback Plate One 28PB wave p1 9Ybnck plate to each face V8' o.c. Attach teeth to ygpvbock at time of obrication. Attach to supporting truss with (4) 0.120'4.375' nulls per face per ply. Plggybnck plates any be staggered 4 o.c. front to back faces. 24,0' DATE CLR Rein -Forcing This detall Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired. Notes, This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run designwith appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-.2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4OO 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6W 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. alo Center scab on wide face of web. Apply (1) scab to each face of web, AN MCOMPANY IM69 L..k-'— p'Acfty.Nou s Member Substitution T-Reinforcement Or T-Reinf. L-ReinForcementi or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nalls at 6' o.c. Reinforcing member Is a minimum 80% of web member length. T-Reinf. L-Reinf. Scab Reinforcement! Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinf. av M4 wnoon.n<. me wn ros n. nrPam. ro- .nr v..ma to bId Mr <rva. N con rwrip tlN II6I/IPI 1. — Io- Fa ' eM, np m�mrrx WP �.uV fNf Mn.NO. Nhtn occNtercr N Irere.slarol `t�w rrmwwmuLr .`�. aaaro Uesgxr oan nxwm[ rserz Q.Q`rT VON 9 /Z'r,, �rAIBC OF nW te_. TC LL PSF TC ➢L PSF DL PSF _C LL PSF OT. LD. PSF REF CLR Subst. DATE 10/01/14 DRWG BRCLBSUB10 DUR. FAC, 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 single ply trusses with '2x4 or 2x6 broken members. No more than one break per chord panel and no more them two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detall. (B) = Damaged area, 12' max length of damaged section (U = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, .same size, grades and species as damaged member. Applyy one scab per face. Minimum side member lengths) = (2>(U + (W Scab member length (S) must be, within the broken panel, Nall into 2x4 mer:bers using two (2) rows at 4' o,c., rows staggered. Nall into 2x6 members using three (3). rows at 4' o.c., rows staggered. Nall using 10d box or gun nails (0.1281x3', 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 detall may not be used for damaged chord or web sections occurring within the connector plate area Broken chordmay not support any tle-In., loads. s L 4' o c 'Typical ~ + O + O + 'O + O O + O. + O '+ O + —1 2' [— Stagger + = Back Face 10d Box (0.128' x 3', min) Notts- 0 = Front Face 2x4 Member - Double Row Stagger( 2x6 Member - Triple Row Staogere. Maximum Member Axial Force Member Size L SPF-C HF DF-L I SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18, 975# 1055# 1295# 1415# Web or Chord 2x4 24' 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36 2470# 2530# 2930# 3210# Web or Chord ,2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225#- 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 51650 5260# 6095# 6660# 1A Nail Spacing Detail10, LI 111'l<1 .1N fNJ COMP/,N{ 11]89 Le.otmnladve earn cnr.uo e:was rvAo uxao TEAR AG Pa,.4v Au Imra m TAU ZRA"11lm rs. nSlaw Me MW4 TO AU. mp,xrws Rnwaa uwrettfwmrle rrsrauHs rweea. feufne..tr tans a fawtatro, h.--w, awppro tviaw� a,a w ero. Refer to a,W false w latest "AA nr Hew 3.,s' ae.,s „t mf ty w WM1 y nl d seen) v vets y tK.. pfla A. pe,fen,., <Mi r c t <all anal, p 41e t ipMary �bahg pa BaL Ihltet n tw ptro a top MwW ~ to p 'H' tua stry s a Mpvap aAd tPt a, Mat, ft p apenlY ,..d MpW tFP LOCa<bn[ . PM p i. "UnAt rovA,.e,t M .M MAIL= MocIM Nstatlae p Hf31 ttbn H3 Br Hm pdsaAL Appy plat t to P tM see. pnNl wd te:l W .I true M potltJ 'P, Ce Plate Refer W tl nFq.1 I W B tentl C {Yote ponitkn wpne a all, pf ,ry adldN a.app<.Ats crow mp. Mau a t epwP, t Po. w a: wtwA r nh we o-asmp , FaR. tp tWP tnr true. cmrsm.c• .nA Axsurnt t Pn ha.eYre; NvoN a YiA al .wnn.ap er try �.. A aml tW tFnWp m wm pope Ike1q tNa bae4q. Mont ptarm P pro(nzbul naapsIvq sWY Pm M. ,Yalpn "We' rM N Pe" a,.tuw of t1Ye de+NO fv a^Y`"0"e` atr,etrn an tFn ,espus sey w tja Andre H.r+>» p.r Axs(/m, ,sere AU`H nvaWnwne�o:l°iri`:.:inr�ttaei`secA��.n+�otuWpOu°�°n°ny°<reiicsa .°.. .af.<ra. - j °+g ��P \C+ENSfy \' � .1- No. 0 A (E OF ' fi {,* w�� - o <op,a 1 M!. �/, 4'�. 1 \ '4i,V �l®t'iAt- yrfWf, tototl REF MEMBER REPAIR DATE 10/Ol/14 DRWG REPCHRD1014 SPACING 24,0' MAX STANDARD BOTTOM CHORD FALSE FRAME DETAILS LENGTH TO TRIM F EXISTING FILLER FROM THIS DETAIL, MATERIAL. FOR FALSE FRAME CHORDS. USE #3 OR .BETTER OR STUD <90Of 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). APPLY REQUIRED BRACING (SEE BELOW). OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). imLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS, SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS :NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' 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'O,C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AN Eadh Ciy,M06d 5 �m NOT LOAD THIS DETAIL APPLIES TO ANY PITCH,. ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O,C. MAX. SPACING AND IOPSF MAX, CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET DO NOT USE THIS DETAIL FO L STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITION 2. INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS. 3. LOADS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 4. DRAG LOADS 'CONNECTED TO THE FALSE FRAME, 5.TOP CHORD APPLIED FALSE FRAMES. 6., LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL, 7. VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'). 8. FALSE FRAMES ON CANTILEVER SECTIONS OF ATRUSS. THE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION. .ALPINE WAVE 20'GAUGE. 2x4 MIN. PLATES AT EACH END -OF EACH fICAL WEB: ALL. PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT EEDED, A 2x4 FALSE. FRAME. BOTTOM CHORD MAY BE SPLICED WITH AN NE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN NE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE). PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE RED, JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) IOd BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL. <12' MIN, VERTICAL BLD MAY USE A 12' LONG: 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2.5') @ 3' O.C, AT THE FALSE FRAME HEEL JOINT IF DESIRE➢, VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,1201) x1.375' 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 ATE OF ORi0% BC FILLER 10/01/14 SCAB 2X4 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. OVERHANG DETAIL 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 length. Attach overhang scab to one face of top 'chord with 10d box (0,128'x3,0', min) nails at 8' o.c plus clusters of four nails where shown in figure below 00. NOTE, #2 is the minimum lumber grade allowed for all species; NOTEI Add 210# uplift (max.) to reported truss uplift for wall connections. ..nmmrumu �Lwgw. iws mnvpu Truvxe YlW4e v.4env cars h PatrkaW�, Idb. tM IaVet lNtlm nP ffirt (BiAWp Wp Ectm:. wm. t:pnprMp tivn .0 sbae. wa. w emlrlx., taP wa .wl bate 1 sMll lave p p'aMrlY ettWd �1�1 LLLLpp L nI1 � clnY Mw MCpG�q Ircta4M p> 9CSI Ceatb�c a L 9 � W.,b bva cWe1t116M-Z 1V aYtMwtl Pfau 1 /W IIWCOMPr1M/ Wy M.lq am ld� t b�AO lM Waa at M .MW . bwtFp pP tviceee. P Mal bn bi9 EwMM ar mvx pap! UsUV vrylevrlq nwleWty edllY Par W M � 13J89 Lekelranl D�bn PP °ro atrudw la fFe PtgmiWtY OP ✓ EUM GIIY.MO tl]OJS YPDID nvclpLv�u<ani IPI! �wtpl,e! l Of TOP CHORD IOT TO 140 PSF PLUS LIVE) O12 (2) 16d TOE NAILS 1 VARIES OPTIONAL SCISSORS BOTTOM CORD (2) 16d TOE NAILS B-0-0 MAX. SPAN TYPICAL END JACK (EJ) N.T.S. I2(4) 16d NAILS vAnlEs 7-� See Connection Detail —(4) 16d NAILS See Connection Detail TYPICAL CORNER JACK (CJ) N.T.S. TYPICAL CORNEP SET INSTALLATION nle s6mcus: TOP WE LOAD: 20 20 TOP DEAD LOAD 15 7 STRESS ZINC. 1.25 1.25 WIND DESIGN( 16D MPH PER ASCEWIND 7-10P4' D.C. •'WARNING•' Read -:IF lovr all notes on this drawing. Fumish this drawing ko onlractors including the installers. EJ o End Jack EJ � TV eveled Jack BJ E', x (BJ) m e m a CONNECTION DETAIL to (BJ) x (2) 16d GUN NAILS 'm FOR EACH LOCATION SHOWN TOP & BOTTOM z� 2x4 SYP Nailer 16" Long 6'-0" MAX. Top. & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. z _ B VARIES (4) 16d r See Conne< TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. s�pltrorrrrrr 1- :Aq��'���i ENSF No 4 �1 STATE OF : 441 OR MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182