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e X... 59 81 I 7' M ME) y/j U U U CJt CJ 24„ ••• 24" 24" 24,• 24" 24" 24" t24", 2411 Z4" ZO„ 24n 241, 24„ 4„ ^00 2^1, 2411 24" 24" 24" 24W H-24'� CJ ED N EQ N to 'B'T Fil Hi co rn I—t— 0) y� V CJ5 CJ3 CJ1 U U V —8° 14 51'811 If 24„ fDAll nA.l r� HANGER SCHEDULE mYn eEAnIxD NEIGrIr SCNLWLE • uxLEss xorzD otxLawx m xnxDLRz ARE uv 'xusza-. O8'-8' ELEV. RANEY COMPONENTS U77ei 19900 Independence Blvd. Greveland, FI 34736 OMt70nentS ru one: (352)429-9429 • (352)429-03D4 • Fax: (352)429-7429 -Job Information: Customer Nemu: DR Horton 4EBB 1828La0'C' Creekside Lot 58fA 3204 Trinity Cid9225 Potomac Gf% Sblo, Dp: Fort Pierce, FL Cover Sheet Order # JOB # 36CS0058A Printed: Thu, Oct 10 2019 FOR Nsmo mid UonM Numbs: -Loaamg Information: Roof wft Rw Lmds; TC LIM 7C bdsd: BCUm: BcovM. Tcura: TCDwd. BC Uve: BCamd: 20 7 0 10 0 0 0 0 Bldg. Codo: wrndsb: wind Spend: ard9.0sea": auadbq TOW Wind Typm FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & CSC w/M rages or sneers covered by tnis seal t1om: 1 ttw 24 Total 24 8 DESCRIPTION SEQNO i DESCRIPTION SEQNO 0 DESCRIMON SEQNO f DESCRIPTION SEQNO 1 Al 2 AtA 3 A2 4 A3 S A4 8 AS 7 AS a A7 B A9 10 AB 11 A10 12 All 13 Al2 14 A13 1s A14G 18 A15 17 A16 18 a1GE 19 C1GE 20 EH 21 ws 22 C13 23 cil 24 Krr ��n`aa'++ Digitally signed by r GE Vuel Manuel Martinei 0471 }• �2019.10.11 * `� n 12:41101-04'00' STATE OF _ y� Co m585a� 509D SCY MOE Or T36] 91 F9 l wameawea®wnpsr wplucpAplwaPMidO etas s�tupeamemn.Kwe�mg5eaa W e+Hmts WiSMLi. � _ �fY^^wN pYMY Page 1 of 1 SEON: 668252IT101COMNI Ply I Job Number. 36CS0058A FROM: AN Oy: 11 4EBB 1828La1i"C°/DR Horton/4EBB 1828La11"C",DR Horton DRW: Wgt 224.0 lbs Trum Lebot A7 I ... / ... 10/102019 SFATPumlaol B49 I Tt� iP47 t 1670' + 24J9 t 31'67 338+ 39'e' 649 7'8' 8'S75 BS'9 aS9 BSib 1B• 644 MATPIATc REO. r e1z�I assa3 t za tr "71a as" a6713 471179V ss Loading Criteria (pit) TCLL: 20.00 TCDL 7.00 BCLL: 0.00 BCDL 10.00 Des Ld: 37.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 180 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 R Snow Cdtoria(Pg,PI in PSF9 Pg: NA Ct NA CAT: tL Pt NA Co: NA Lu: NA Dec NA Smw Duration: NA NCECLL: 10.00 TCOL: 4.2 pat Code / Mize Criteria Sohn 2.00 BCDL: 5.0 pat Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist 0 to h2 TPI Std: 2014 Spacing: 24.0 ° C&C Dist a: 3.97 R Rep Fam Yes Loa from endwag: not in 4.50 R FT/RT:20(0)f10(0) GCpi: 0.18 Plato Type(s): Wind Duration: 1.60 WAVE Lumber Tap Nord 2x4 SP 01 Bat chord 2x4 SP dt Webs 2x4 Ste 03 Slowing (a) Continuous lateral restraint equally spaced on member. Or 1x4'r reinforcement 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"A? 5",min.)nails Was. Loading pt"11 Truss passed check for 20 psi additional bottom art chord live load in areas with 42°-high x 24°-wide clearance. Member design based on both MWFRS and C&C. DBNCSI Criteria PP Deflection in I= Udeg UN VERT(LL): 0.107 O 999 240 VERT(CL): 0.333 O 999 180 HORZ(LL): 0.078 L - - HORZ(TL): 0.140 L - - Creep Factor. 2.0 Max TC CSI: 0.686 Max BC CSI: 0.600 Mm Web CSI: 0.593 Mfg Specified Camber. VIEW Ver. 17 No 047102 1h STATE OF Qea15459>8 Saga 9C Y MO¢ ce fl®m F9 mnmemmr�seraNV Nw.NNnmy R (0. YL NrivlNm ebYNRawsAr.YLLI IlGpIfDlT ty0. MRGf¢R W tlN QmRMgeROTe11n0 y04N mXC W tl.P1rlRy.bmntm�e+atNr�xlaaarNvl4la TO ALL ♦ Maxbnum Reactions (Ibs) Gravity Non -Gravity Lee Rt /R- /Rh /Rw /U /RL B 1654 A A 1961 /709 1445 J 1654 1- A 1961 /709 1- Wind reactions based an MWFRS B Brg Width = 8.0 Min Req - 2.0 J Brg Width = 9.0 Min Req = 2.0 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ws) 15 A-B 27 0 F-G 1114 -19M B-C 1492-3055 G-H 1255 -2428 C-D 1227-2466 H-1 1228 -2467 D-E 1254-2427 I-J 1493 -3057 E-F 1114-1906 J-K Zr 0 Maximum Bat Chord Forces Per Ply 068) Chords Tens.Comp. Chords Tens. Comp. B-R 2573-1193 O-N 2105 -05 R-0 2570-1193 N-M 2671 -1195 O-P 2870-1193 M-L 2971 -1195 P-0 2104 -801 L-J 2574 -1194 Maximum Web Forces Per Ply (Ibs) Webs Tons.Comp. Webs Tens. Comp. R-C Z/6 -5 O-G 494 -777 C-P 418 -596 G-N 464 -164 P-E 464 -164 N-1 418 -597 E-O 494 -776 I-L 276 -6 F-O 1306 -751 �nry ompnnenrs. u< build the SEQN:668255/T73/COMN PIy:1 Job No ber:36CSOOSBA FROM: AH Qty: 1 4EBB 1828-Cali "C" IDR Horton /4EBB 1828-Cali "C" ,DR Horton DRW: Will: 260.4 lbs Truss Label: A1A / ... 10/1012019 66'4+'14'47 9190" I 2"4f F 37W e+6494 458517 1C4°9 164 515 55 —� SF TPiATEREe. SE TPLNWREd. 5'9'+2 1Y 59'9i° I274 7fit+ 407F 6'S'15 + fi359'6" +1'� Loading Criteria(ps0 Wind Criteria Snow Criteria(Pg,Pr in PSF) DofflCSI Criteria ♦ Maximum Reactions(lbs) TCLL: 20.00 Wnd Std: ASCE 7-10 Pg: NA Ct: 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): 0.244G 999 240 Lee R+ /R- /Rh IRw /U /RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.457 G 999 180 B 1561 A A /960 /70B 1445 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.128 M - - K 1561 A /- 1959 7708 /- Des Ld: 37.00 EXP: C Kzt NA HORZ(TL): 0.240 M - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 75.00 R Code / Mise Criteria Creep Factor. 2.0 B Brg Width = B.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Maz TC CSI: 0.613 K Brg Width = 8.0 Min Re 1.8 R = Load Duration:1.25 MWFRS Parallel Dist 0 to N2 TPI Std: 2074 Max BC CSI: 0.599 Bearings B & K are arigid surface. Bearings B & K require a seat Plate. Spacing: 24.0" C&C Dist a: 3.97 it Rep Fac: Yes Max Web CSI: 0,980 Loc. from endwall: not in 4.50 R FT/RT:20(0v10(0) Mfg Speed Camber. Maximum Top Chord Forces Per Ply (1hs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEWVer. 17.02 021208 15 A-B 27 0 G-H 1424 -2568 Lumber B-C 1489-2859 H-1 1743 -3379 Top chord 2x4 SP #1 C - D 1225 -2257 1-1 1722 .3418 Bot chord 2x4 SP #1 D - E 1252 -2218 J - K 1477 -2841 Webs 2x4 SP 93 E-F 1112-1740 K-L 27 0 F-G 1509-2514 Bracing (a) Continuous lateral restraint equally spaced on Maximum got Chord Forces Per Ply (Ibs) member. Or 1x4'7 reinforcement. 80% length of . Chords Tens.Comp. Chords Tens. Comp. web member. Sane species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)na1s B - U 2497 -1190 R - Q 20 -9 Q 6" so. U - T 2494 -1190 P - N 2985 -1303 T-S 2494-1190 O-M 36 .15 Wind S-R 1920 -900 M-K 2477 -1179 Member design based on both MWFRS and CBC. jr Maximum Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. NO 047182 •�7(fw U-C 276 -5 P-G 195 -122 ..,�� C-S 416 -608 P-H 601 -1075 S-E 463 -160 H-N 807 -357 E-R 494 -720 N-O 114 -4 STATE OF • W F-R 42 -515 N-M 2557 -1218 ,r .><C,7� F-P 2273-1098 N-J 527 -162 R - P 1879 -657 M - J 390 -685 a�+ P - Q 27 0 mmsassra sOso sc xneae ¢ rsss m re P[icuc OlrYiW �Ow,lauYaw,at,d:w.i mn.wow„mee. M mtaqu MeeEetwW �a emrtnYWaEYtY.dMwhd W YC WiluO(Nb•JTMNINcl Man4mmryr4w:u -IMPORTANT" FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS Nine extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edlion of BCSI (Building T �f Safety Information, byy TPI and SBCA) r safely practices prior to pedorning these functions. Installers shall provide remporarryt /�„an, r BCSI. Unless noted Mhenvise,top chord shall have pmpedy attached structural sheathinnn and bottom chord shall have a properly �/l/]JO )iid ceiling Locations shown for ermanent lateral restraint of webs shell have brecinn ins lied per SCSI sections B3, B7 or B10nmpanenrs.w s.. Alptply plates to each Taw. o�tmss and position as shown above and on the Join f Details, unless noted othemise. hefer to' SEQN:668250/T9/HIPS Ply:t Job Number. 36CS0058A FROM: AH Qty: 1 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW: Wgt: 246.4 lbs Truss Label: A2 / ... 10/10/2019 6'4"B T70" N-A"' 19' 2VB" 2T3'3 31'1m 33'3S 39'e° e'4°8 15'? 4'S"14 f 67"9 +1'e"� S F 4'6'7 +ram 64'e =5X6®5X6 F G SE TPL REQ. SE TPIAMREe. 1' F 6'2"12 510'3 1'11" 51"12 1'6" 5' 171".11� 5 62"12 T 6'2°72 120'15 14' 19'1'12 20'e� 25B" 2Til F4 33'S°4 39'a" Loading Criteria(psf Wind Criteria Snow Criteria (Pam in PSF) DefgCSI Criteria ♦ Maximum Reactions (Ibs) ' TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Defection in too L/def UN Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(I-Q: 0.156 P 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.292 P 999 180 B 1561 /- /- 1964 /710 1428 BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): 0.068 M - - K 1561 /- /- 1964 1710 !- Des Ld: 37.00 EXP: C Kzt NA HORZ(TL): 0.126 M - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 15.00It Code / Misc Criteria Creep Factor. 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 psi BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.444 K B Width = 8.0 Min Re r8 q a 1.8 Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.536 Bearings B & K are a rigid surface. Beadngs B S K require a seat plate. Spacing: 24.0 ° CBC.Dist a: 3.97 it Rep Fac: Yes Max Web CSI: 0.665 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specked Camber: Maximum Top Chord Fames Per Ply (Ibs) GCpi: 0.19 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Dumton: 1.60 WAVE VIEWVe, 17.02.02.1208.15 A-B 27 0 G-H 1149 -182D Lumber B - C 1500 -2823 H -1 1352 -2348 Top chord 2x4 SP#1 C-D 1333-2384 I-J 1333 -2385 But chord 2x4 SP#1 D-E 1351-2345 J-K 1500 -2023 Webs 2x4 SP#3 E-F 1145-1814 K-L 27 0 F-G 1101 -1552 Bracing (a) Continuous lateral restraint equally spaced on Maximum got Chord Forces Per Ply (Ibs) member, Or 1x4 "T° reinforcement. 80•% length of Chords Tens.Comp. Chords Tens. Comp. web member. Same species B SRB grade or better, attached with Bd Box or Gun (0.113"x2.5",minJnails B-T 2458 -1193 P-O 2059 -951 @ 6" M. T - S 2456 -1193 O - N 2059 -951 S - R 2058 .921 N - M 2455 -1203 Wind R-Q 2058 -921 M-K 2458 -1203 Member design based on both MWFRS and CBC. {{{tNlf$d$ _x�t{�C{_' Ab�dL_ Q-P 1547 -603 i!Y"-••LiUc.V v ,. �� Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. P No 047162 i T-C 216 -6 G-P 537 -311 C-S 309 -440 P-H 474 -697 n. 'j,(f� S - E 426 .151 H - N 427 -153 ��. STATE OF E-Q 472 -694 N-J 308 -438 %ilt F-Q 541 -377 J-M 216 -8 wOt°1 .. 1y Q-G 317 -297 wn•ru �:+a.a.aa mmn.mrw. n m.u.w>vrlmmeae¢wnem.+Wwa, aemm,e..ams ,awvr"iuuaawxr.•aa:,ua.aamn.a.w wm W MwW u6twot�xmhmuNwemmMrtsurom -IMPORTANT— FURNISH THIS DRAWING TO ALL to build the rmg, ompontnrs, vc SEQN: 668257/T1/COMN PIy:1 Job Number. 36CS0058A FROM: AH Qty: 1 4EBB 1828-Cali'C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW Wgt 240.8 Ibs Truss Label: A3 / ... 10/10/2019 F 68 1°9 I ''0°1 212T31 1'97 �.F 8° 644°8 104256T6 377175 577 4-6 13646 1 SE TPIATEREQ. Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: lo.ao Soffit: 2.00 Load Duration: 1125 Spacing: 24.0 " Lumber Tap chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Bracing E6X6 IiX4 =&4 =-3X6 Eiks =3X4 =3X6 =3X4 m2X4 SE TPIAMREQ. 2°1I 1'1101S 469°°13 31'6 EI 45 1 11 0"166'212 P1 425'6"1T611 3550"45 6'2"12 FT� 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 ft Loc. from endwall: not in 4.50 It 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 Fee: Yes FT/RT:20(0)I10(0) Plate Type(s): WAVE DQIIICSI Criteria PP Deflection in fee Udell U# VERT(LL): 0.155 P 999 240 VERT(CL): 0.291 P 999 180 HORZ(LL): 0.067 M - HORZ(TL): 0.125 M - - Creep Factor. 2.0 Max TO CSI: 0.401 Max SC CSI: 0.490 Max Web CSI: 0.565 Mfg Specified Camber. VIEWVer. 17.02.02.1208.15 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R. /Rh /Rw, /U /RL 8 1561 /- /- /965 1711 1408 K 1561 /- /- /965 1711 /- Wintl reactions based on MWFRS B Brg Width =8.0 Min Req=1.8 K ,Brg Width=8.0 Min Req=1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Fors Per Ply (Ibs) Chonls Tens.Comp. Chords Tens. Comp. A-B 27 0 G-H 1217 -1885 B - C 1634 -2827 H -1 1383 .2340 C-D 1W3-2379 1-1 1354 -2379 D - E 1382 -2340 J - K 1534 -2826 E-F 1212-1877 K-L 27 0 F-G 1159-1618 (a) Continuous lateral restraint equally spaced an Maximum Bot Chord Forces Per Ply (Ibs) member. Or tx4 "r reinforcement. 80% length of Chards Tens.Comp. Chords Tens. Camp. web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.11 3"x2.5",min )nails B-T 2462-1224 P-O 2051 -986 @ 6" oc. T - S 2459 .1224 O - N 2051 -986 S - R 2050 -956 N - M 2459 -1245 Wind R-Q 2050 -956 M-K 2462 -1245 Member design based on both MWFRS and C&C. `rjklttlgl/f/f �10A% If�f,, Q-P 1615 -685 y.GERSFs, �yF Maximum Web Forces For Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. N0 0Ait6a •i#"� T-C 222 -fi G-P 560 -327 C-S 316 -453 P-H 445 -644 S-E 411 -155 H-N 410 .156 'r 9�. STATE OF E-Q 445 -644 N-J 315 -452 F-Q 558 -357 J-M 223 -8 Q-G 25D -243 mmsass2asssoscxne0eoe nse m m nm__atunvimmeuemmmumury+aa 1 .n.rzman�s r!✓vderoasauaeau®namrawbvvv WwNwm N&cYUSwRaha`JmmLmwlNwYba mq°iavrk [rota "IMPORTANT" retry nNlpy-l"lr5.. SEIIN: 668248/TB/HIPS Ply:i Joh Number. 36CS0058A FROM:6 Qty:t 4EBB 1828-Cali"C"IDR Horton/4EBB 1828-Cali"C",DR Horton DRW: Wgt: 238.0 lbs Truss Label: A4 ... I ... 10/102019 6'4"9 T70' 12'4"8 1T 22'8' 27'319 31'8"7 333'p 39'8" f 6" a 11'6"F 4'S"15 4T8 + d'S"15 i 1'6'I 8'd9 cesm 112X4 =3X4 =3X6 ama 3X4 =3M =3X4 ll SF TPIATEwa. SEATPL M REQ. 1' 6'2"13 590"3 1.11" 1'1"4 3' 5'10'3 6'2.13 1' F + 6'2"13 I 12'1" 14'� 22B 258° 11 33'S"3 + 39'8" 1� T1.12i f 2711-I Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeffICS1 Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wnd Std: ASCE 7-iD Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.155 P 999 240 Loc R+ / R- / Rh I Rw I U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.290 P 999 lea B 1561 /- A /965 1712 1367 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): o.067 M - - K 1561 I- /- /965 1712 I- EXP: C Kzt NA Des Ld: 37.00 (TL): 0.125 M - - Wind reactions based on MWFRS Mean Height 15.00 itHORZCode / Misc Criteria CreepFactor. 2.0 B Brg Wdth = 8.0 Min Req = 1.8 Soffit: Nffit: 1 2. 00 TCDL: .psf 0 00 BCDL: 5,0 psP Bldg Code: FBC 2017 RES Max TC CSI: 0.379 K Brg Width = 8.0 Min Req = 1.8 Lead Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.453 Bearings B & K am a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 itRep Fac: Yes Max Web CSI: 0.685 Bearings B & K require a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specked Camber. Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEWVer. 17.02,02,1200.15 A-B 27 0 G-H 1259 -1955 Lumber B-C 1550-2830 H-1 1397 -2334 Tap chord 2x4 SP#1 C-D 1378-2373 1-1 1378 -2373 Bot chord 2x4 SP#1 D-E 1397 -2334 J-K 1550 -2830 Webs 2x4 SP#3 E-F 1253-1946 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. Chards Tens. Comp. B-T 2465-1239 P-0 2D43 -1000 T - S 2463 -1239 O - N 2043 .1000 S - R 2043 -970 N - M 2463 -1267 ttttUlMff° R-Q 2043 -970 M-K 2465 -1267 Q-P 1693 -751 , EN Hr�� •L\i,.+ $!, .�a�-i j Maximum Web Forces Per Ply (Ihs) a, ND 447tU • �:* +. Webs Tens.Comp. Webs Tens. Comp. 2 •«'�'� T-C 230 -6 G-P 564 -328 ,*. « C-S 324 -466 P-H 412 -580 S-E 303 -160 H-N 382 -161 37a7E OF • �� E-Q 412 -580 N-J 324 -466 .• F-Q 561 -334 J-M 230 -8 .iQA�tFl .. _.AP•_�'4 .�� Q-G 231 -2Z7 4ornsasszespspscxAsoecemsam ra •�v.arw .uamwwwv,"A.A n PGucNri•+{mm[mme.•aEm•uayl W4i WfM1M,t0'v. raemwv.duaeau.w e•a•mam•e rtm.4re...•e ,nrowwu..mua�,awmro•ta,eam m.�dtir� aN... I per ni unless Of failure to build the m. or The suitability rrnry ompanrnrs. uc SEQN: 66'259/TIS/COMNI Iy:1 Job Number. 36CSOOSSA FROM: AH Oty: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW: Wilt 254.8 Ibs Truss Label: AS ! ... 10/10f2019 6'4I '48 +2T387 '97 '3''7 398" e'0 7 4-9 11104 4537-8 F3s1T9115 411136 =3X4 =5X6 02X4 =3%4 =3%6 =3%4 =3%8 =3X4 =3X6 =3%4 02X4 SEAT PIATE REQ. SEAT PIATE RM. 39'8" 5'10"4 F I'll- ' F 399"105 I39"1151� 71~631m5°43 + 63'29"813 1 123T66'2273 121" 4 25 62d0t'2T65 ' Loading Criteria (psg Wind Criteria Snow Criteria (Pg,Pt in PSF) DeB/CSl Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Gravity Non-Gmv'dy TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.154 G 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.289 G 999 180 B 1561 /- /- /964 f/73 /367 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 N - - L 1561 /- A /964 1713 A Des Ld: 37EXP:C KA NA.00 HORZ(TL): D.125 N - - Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL: t0.00 Code / Mise Criteria Creep Factor. 2.0 B Big Width = 8.0 Min Req = 1.8 TCDL: 4.2 psf L Big Width = 8.0 Min Re 1.8 Soffit: 2.00 BCDL: 5.0 psi Bldg Cade: FBC 2077 RES Max TC CSI: 0.383 9 = Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.454 Bearings & L ere rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Fac: Yes Max Web CSI: 0.566 Bearings S B & L require a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20(Oy10(0) Mfg Specked Camber. Maximum Top Chard Fames Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chards Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.75 A-B 27 0 G-H 1264 -1827 Lumber B-C 1561 -2830 H-1 1326 -2020 Top chord 2x4 SP#1 C-D 1395-2372 1-1 1413 -2333 Bot chord 2x4 SP#1 D-E 1413-2333 J-K 1395 -2372 Webs 2x4 SP 93 E - F 1326 -2020 K- L 1662 -2830 F-G 1264-1827 L-M 27 0 Wind f Member design based on both MWFRS and C&C. Maximum got Chord Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-V 2466-1255 R-Q 1755 -804 V-U 2464-1255 Q-P 2041 -1013 U-T 2D41 -984 P-O 2041 •-1013 p;ul;tgDr T-S 2041 -984 O-N 2464 -1204 ;41�� �tdr„xf/p�A S-R 1755 -776 N-L 2466 -1284 »....... Tj 0I Maximum Web Fames Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. V-C 232 -6 R-H 258 -183 i C- U 325 -469 H- Q 546 -351 U-E 373 -161 Q-1 409 -558 E-S 409 -558 1-0 373 -161 Yjfj�o F-S 546 .351 O-K 326 -469 F-R 257 -182 K-N 232 -8 G-R 190 -217 Sao15a58r85a999C3CA4r£eE r9a3m f9 xnedaux W cyoaaeuaae4vaaureunnu, nrst ve xflviard au�tarnMewwn9awai tare. rawuorvxem...nnoucwaa.aw vmae a4N wz5twnuso:enmsaaurtbemMttSmaM acm. —IMPORTANT- failure to build the in. or The suitability SEQN: 668246 / T7 /HIPS Ply: 1 Job Number. 36CS0058A FROM: AH Qty:1 4EBB 1828-Cali"C"/DR Horton/4EBB 1828-Cali"C",DR Horton DRW: Wgt 254.8 Ibs I Truss Label: A6 I ... / ... 10/10/2019 i L f 6'499 +412S415+ W10" 24eF 27'39 I %')'33'37 39'8" 6'4 '81]4 127"' 0° 2". 15 11 64"9 =3X4 =5X6 N2X4 =3X4 =-3X6=3X4 =3XB =3X4=3X6=3X4 02X4 SEAT PLATE REQ. SEAT PLATE REQ. 5.10°2 I , 4AW 1_ 511012 6-2-13 1. 0"6'2213 424825335"3 I39'B" H1"11 Loading Criteria(pst) 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: ll EXP: C Kzt NA Des Ld: 37.00 Mean Height 15.00 R NCBCLL: 10.00 TCDL: 4.2 pat Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0" C&C Dist a: 3.97It Loc. from endwall: not in 4.50 ft GCpi: 0.18 W4nd Duration: 1.60 Tap chord 2x4 SP 91 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. 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 TFI Sid: 2014 Rep Fee: Yes FT/RT:20(Ou10(0) Plate Type(s): WAVE "IMPORTANT" FURNISH THIS DRAWING TO OBfl/CSI Criteria PP Deflection in loe Udefl U# VERT(LL): 0.158 G 999 240 VERT(CL): 0.296 G 999 180 HORZ(LL): 0.067 N - - HORZ(TL): 0.125 N - - Creep Factor: 2.0 Max TC CSI: 0.387 Max BC CSI: 0.454 Max Web CSI: 0.464 Mfg Speed Camber. T r 1 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R. /Rh /Rw /U /RL B 1561 A /- /962 1714 /346 L 1561 /- /- /962 /714 /- Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.8 L Big Width = 8.0 Min Req = 1.8 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Maximum Top Chard Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEWVer. 17.02.02.1208.15 IA-B 27 0 G-H 1334 -1958 B - C 1577 -2832 H -1 1388 -2093 C-D 1411 -2370 1-1 1429 -2331 D-E 1430-2331 J.K 1411 -2370 E-F 1388-2093 K-L 1576 -2932 F-G 1334-1958 L-M 27 0 Maximum Hot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-V 2467-1273 R-Q 1831 -864 V - U 2465 -1273 Q - P 2039 -1026 U-T 2039 -996 P-0 2D39 -1026 T-S 2039 -996 O-N 2465 -1302 S-R 1831 -835 N-L 2467 -1302 `L11Gr�rsg,y �� Maximum Web Forces Per Ply (Ibs) ' g Webs Tens.Comp. Webs Tens. Comp. NO 047182 i V-C 235 -6 R-H 778 -172 t C-U 327 -473 Q-1 404 -522 +�Z U-E 351 -161 H-Q 546 -372 STATE�F a j(f E-S 404 -522 1-0 351 -161 F - S 546 -372 O - K 328 -473 'j F-R 278 -172 K-N 235 -8 oR-$'�i�9Y.#a' G-R 247 -290 40m5B58}SSe9a9e3CA6oEefJ46BEBF4- wm..x�rm�mraf"*rma uxaefumunm.u�w npi. a mainlnwexeaweam».mra iNki cWuevxi:ntttV. saedcrpm a ua a=a=nxan w+a.-.4:Qee eovs.w wma w#m w+ m'+nme+w.wmm.o-rmwwsaz aaR as per 1,11 ..,.as a to build the cover pa e The sui bildy V11 omparmnn. u< SEQN: 668262/T25/COMN PIy:1 Job Number. 36CS0058A FROM:AH Qty:1 4EBB 1828-Cali"C"/DR Horton MESS 1828-Cali"C",DR Horton DRW: Wgt 218.4 lbs Truss Label: A7 / ... 10/1012019 47 4'01 11'' 15 333 39'8°6�57 �6'4"7 11S 9"15 f291I 91919 1 e5X8 N2X4 —5X8 E F G IM4 �3X6 �3X4 =3XB =3)(4 =3X8 N2X4 SEAT PLATE RED. SEAT PLATE RED. 39'8" F7' fi'2"11 6'2°11 51'95 245915 Nil 2' 007927 98"10. 257"15 27'8" 51� Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pfin PSH DefgCSl Criteria ♦Maximum Reactions [lbs) TCLL: 2D.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udeft U# Gravity Non-Gmvfty TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.164 F 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.308 F 999 180 B 1561 A /- /958 l715 1326 BCDL: 10.00 Risk Category: 11 Snow Dumfion: NA HORZ(LL): 0.069 L - - J 1561 6 /- /958 r715 I - Des C Kzt NA Des Ld: 37.00 HORZ(TL): 0.130 L - - Wind reactions based on MWFRS Mean Height 15.00 ft Code / Misc Criteria CreepFactor. 2.0 B Srg Width = 8.0 Min Re 1.8 Noffit: 10.00 TCDL: 4.0 psf q Soffit 2.00 BCDL`: 5.0 psi Bldg Code: FBC 2017 RES MaxTC CSI: 0.592 J Big Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.603 Bearings B & J are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.354 Bearings B 8 J require a seat plate. Loc. from entlwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (lbs) GCpi: 0.18 Plate Type(s): Chards Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEWVer 17.02.02.1208.15 A-B 27 0 F-G 1404 -2093 Lumber B-C 1617-2856 G-H 1376 -2223 Top chord 2x4 SP #1 C - D IWO -2252 H -1 1350 -2252 Bot chord 2x4 SP#1 D-E 1376-2223 1-J 1616 -2856 Webs 2x4 SP#3 E-F 1404-2093 J-K 27 0 Bracing Maximum Bot Chord Forces Per Ply (lbs) (a) Continuous lateral restraint equally spaced on Chords Tens.Cump. Chords Tens. Comp. member. Or lx4"T" reinforcement 80%length of B-R 2494-1317 O-N 1937 -952 web member. Same species & SRB grade or better, attached with Bid Box or Gun (0.1135Q.5",min.)nails R-Q 2491-1317 N-M 2491 -1346 @6"ac. Q-P 2491 -1317 M-L 2491 -1346 P-0 1937 -922 L-J 2494 -1346 Wind 4¢{U13�t0t¢ Member design based on both MWFRS and CBC. ♦��`v + Jf'0O Webs Maximum T Web Fames Per Webs (lbs) Comp. R-C 273 -5 O-G 286 -177 +w 04718E. i r C-P 427 -600 G-N 464 -172 E-P 464 -172 N-I 427 -600 i r E-O 286 -177 I-L 273 -4 F-O 221 -283 40a158ffiZSSD309C3[A4DE re 7a6a F➢f9 a�'� f��aavmnMwewy wrtpA R¢li![MlStijev LL GYtIia aCryl�X.rIYWS m.Rv�vattnt4a .wares�nauneanaxmra"mcvxrsnertrvtav wm .+trrovsn..m».v<.u:��me,ew+atMaMuw mrNatiavc ALL CONTRACTORS INCLUDING THE INSTALLERS as a of BCSI (Building mvide ave a prorarryv a have a propperly s//vJry s wise. 87 or r tD' nm xenL. uc .rwise. defer to !m I SEON: 6682431 T6/HIPS Ply:1 Job Number. 36CS0058A FROM: AH Oty: 1 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C",DR Horton DRW: Wgl: 212.8 Ibs Truss Label: AS / ... 10/1012019 f' 6'4°e + 13' 79'10" + 26'8° _ 33'39 + 39'8" 6'4°9 6'7°7 6'10" 6'10° 6.7'7 6'4°9 am(8 =3X4 --5X8 0 E F MV4 =3X4-3X6 =3X8 =3X6=3X4 102X4 SEATPLATEREO. SEAT PIATE REO. F7' 6'2°73 fi'9"3 7' S10° 5'70" 1' 6'9'3 6'2"13 T� 6.213 13' 14 19'10" 25'8° 26' ° 3Y% 39'6° Loading Criteria (ps0 Wind Criteria Snow Criteria (Pam in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N/ TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP. C K¢t NA Des Ld: 37.00 Mean Height 15.00 R NCBCLL: 10A0 TCDL4.2 psf Code / Mist: Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load.Dumbon: 1.25 MWFRS Parallel Dist 0 to h/2 TPI.Std: 2014 Spacing: 24.0 " C&C Dist a: 3.97 R Rep Fac: Yes Loc. from endwall: not in 4.50 R FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP 01 Bat chord 2x4 SP #1 Webs 2x4 SP 93 Wind Member design based on both MWFRS and C&C a DeR/CSl Criteria ♦Maximum Reactions (Ibs) PP Deflection in loc Udell U# Gravity Non-Gmvdy VERT(LL): 0.172 E 999 240 Loc R- / R- / Rh / Rw / U / RL VERT(CL): 0.321 E 999 180 B 1561 /- A /953 f716 /305 HORZ(LL): 0.069 J - - H 1561 /- /- /953 '716 /- HORZ(TL): 0.128 J - - Wind reactions based on MWFRS Creep Factor. 2.0 B Big Width = 8.0 Min Req = 1.8 Max TC CSI: OA46 H Big Width = 8.0 Min Req = 1.8 Max BC CSI: 0.558 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Max Web CSI: Mfg Specified Camber. Maximum Top Chord Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Como. VIEWVen 17.02.02.1208.15 n m- m a n ssf n e. aam r raw etx». Ay a u m r w+. +rtmaawsauaera..srx.,ow¢w:e.e�sna wm .wmwu..aw�ouen.�uum �w+�wm ww. A-B 27 0 E-F 1502 -2274 B - C 1623 -2838 F - G 1425 -2325 C - D 1425 -2325 G - H 1623 -2836 D-E 1502-2274 H-1 27 0 Maximum Bot Chord Fames Per Ply (Ibs) Chards Tens.Comp. Chords Tens. Comp B-P 2472-1319 M-L 2005 -1008 P-0 2469-1319 L-K 2006 -100B O-N 2006 -978 K-J 2469 -1348 N - M 2006 -978 J - H 2472 -1348 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-C 244 -4 M-F 370 -243 C-O 377 -513 K-G 377 -513 D-O 444 -170 F-K 444 -170 D-M 370 -243 G-J 244 -6 E-M 300 -381 failure to build the �cover aney ompaurnLr, uc SEQN: 668264/T23/COMN PIy:1 Job Number. 36CS0058A FROM: AH Qty:t 4E8B 1828-Cali"C'/DR Horton /4EB8182&Cali"C",DR Horton DRW: Wgt 207.2 Ibs Truss Label: A9 ... / ... 10/10/2019 fi''42TT°75 3337 8°07 I 3 4°9 5T694.9 , 05XB II12X4 "XB D E F 82X4 =3X4 =3X6 -3X8 =3X6 -3X4 N2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' F 6'2 529°4 T14T7 5199°4 "3 '12 01 72.13 I 1910" 2582Ti1$ -3 + 3Y1' Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL:10.00 Risk Category: 11 EXP: C Kzt NA Des Ld: 37.00 Mean Height 15.00 R NCBCLL: 10.00 TCDL: 4.2 pat Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0" C&C Dist a: 3.97it Loc. from endwall: not in 9.00 ft GCpi: 0.1B Wind Duration: 1.60 Tap chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: W Pf: NA Ce:. NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fee: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE DeWCSI Criteria PP Deflection in loc L/dee L/# VERT(LL): 0.183 E 999 240 VERT(CL): 0.343 E 999 180 HORZ(LL): 0.068 J - - HORZ(TL): 0.128 J - - Creep Factor. 2.0 Max TC CSI: 0.618 Max BC CSI: 0.624 Max Web CSI: 0.580 Mfg Specified Camber. VIEWVer. 17.02.02.1208.15 ♦ Maximum Reactions (Ibs) Gravity Non-Gmv'dy Lee R+ /R- /Rh /Rw /U /RL B 1561 A /947 1717 /285 H 1561 /- /- /947 f717 /- Wind reactions based an MWFRS B Brg Width =B.0 Min Req=1.8 H Brg Width = 6.0 Min Req = 1.8 BParihgs B & H are a rigid surface. B.arings B & H require a seat plate. Maximum Top Chord Forces Per Ply fibs) 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 Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2454 -1322 M - L 2080 -1056 P-0 2452-1323 L-K 2080 -1066 O-N 2080-1036 K-J 2452 -1352 N-M 2080-1036 J-H 2454 -1352 �,rlgrj� Maximum es Pbty ([be) 1�ttt Webs TenWeb s.Comp. WTens. Comp. ` J �'ys� P-C 210 -6 M-F 508 -321 ' 1ep C-O 328 -426 F-K 433 -168 Na 047102 D-O 433 .168 K-G 328 -426 1:$ D-M 508 -321 G-J 210 -8 E-M 364 -462 STATr OF WDZSa58]SSD3D9CXA80EDE TSdem f9 cvmaavcmaremsaw wanJwm.nwrtms n ra,t2u'I1$mmmedar.awCy.cu.i aes.vrarmew. RmhdrMxtal etmwmrtmaaarvss�waa�eAm! wNeG manevaa mmmaoum<exaxxawe°,raee mw•o-rawc INCLUDING THE INSTALLERS installing and bracing. Refer to and follow the latest edition of BCSI (Building actices prior to performing these functions. Installers shall provide tempera nn�, :sVaPnt of webs shalhave blraclnapn ins taalled petir BC51 seecchsons 83 B7 orr 10, as shown above and on the Joint Details, unless noted otherwise, haler to omporrenrs v< SEQN: 668240/T5/HIPS Ply:1 Job Number. 36CSOOSSA FROM: AH Qty: 1 4EBB 1828-Cali "C,fDR Horton MESS 1828-Cali "C",DR Horton DRW: Wgt: 212.8 lbs Truss Label: Alt) / ... 10/10/2019 6'4""9 I 1.i 1 '7T4 27�2+ 33+ 3 6'49 47 540112 17" 88' 7 47 4 V5X8 112X4 =3Xfi=3X4 =5X8 D E F G H 12 fi(7 03x4G :?L'a3X4 G_ YI =4X6(A2) B J=4x6(A2) 1 3y A K S R Q P O N M L SEAT PIATE REQ. 01ZX4 =3X4 =3X6 =3X8 =3X4 =3X6 =3X4 1i2X4 SEAT PLATE REQ. 39'8" 25'11"4 -I29B 3'8"-I 49"3-� 3 1 "8 81"6Z13 I 193 14' fi114b 353 3-F T N a) T Loading Criteria lost) Wind Criteria Snow Criteria (Pg,R in PSF) Defl/CSI Criteria ♦Maximum Reactions fibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl 119 Gravity Non -Gravity TCDL: 7.00 Speed: 180 mph Pf: NA Ce: NA VERT(LL): 0.191 E 999 240 Loc R+ / R- / Rh / Rw / U / RL SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.359 E 999 190 B 1561 /- /- /940 1718 /264 BCDL: 10.00 Risk Category: ll Snow Duration: NA HORZ(LQ: 0.070 L - - J 1561 /- /- 1940 R18 /- Des Ld: 37.00 EXP: C Kzt NA HORZ(TL): 0.132 L - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 15.00 R Code / Misc Criteria Creep Factor. 2.0 B Brg Width = 8.0 Min Re 1.8 9 = Soffit: 2.00 TCDL psf Bldg Code: F8C 2017 RES Mex TC CSI: 0.384 J B Width = 8.0 Min Re 1.8 r9 q = Load Duration: 1.25 5.2 BCDL 5.0 psf MWFRS Parallel Dist 0 to h2 TPI Std: 2014 Max BC CSI: OA87 Bearings B 8 J are a rigid surface. Bearings B 8 J require a seat plate. Spacing: 24.0" C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: CA87 Loc. from endwall: not in 4.50 R FT/RT:20(Oy10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEWVer. 17.02.02.1208.15 A-B 27 0 F-G 1684 -2611 Lumber B-C 1644-2814 G-H 1676 -2599 C-D 1523-2445 H-1 15M -2445 Top chord 2x4 SP#1 D-E 1684-2611 I-J 1643 -2814 Bot chord 2x4 SP#1 Webs 2x4 SP#3 E-F 1684-2611 J-K 27 0 Wind Maximum But Chord Forces Per Ply (Ibs) Member design based on both MWFRS and CBC. Chords Tens.Comp. Chords Tens. Camp. B-S 2448-1332 O-N 2134 -1115 S-R 2446-1332 N-M 2134 -1115 R-Q 2134-1085 M-L 2446 -1361 Q-P 2134-10115 L-J 2448 -1361 -.4txaktta.... P-O 2616-1373 �wq"•itt,p�':..sxn�a°f�-+,pA, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. a. No 949t$2 Zi, S-C 198 -8 G-O 274 -327 C-R 299 -377 O-H 642 -397 ... D-R 373 -177 H-M 369 -176 D-P 653 -405 M-1 298 -37T P STATE OF w P-G 109 -106 I-L 199 -10 a .n% aJtrs E-P 270 -323 sromasn++aeaawavmaxrmveea.s ¢aur>na waa wnav xaxvr.+.w «tamusb"watmwa.v=ar. 'ALL NOTES ON THIS DRAWING! ALL CONTRACTORS INCLUDING THE INSTALLI installing and bracing. Refer to and follow the lal actions prior to performing these functtiqions. Instal straintlof webs shalll have structural Iraq staand bets er as shown above and on the Joint Details, unless a failure to build the g or cover pane„ tn. The suitability V trey. omgoneims, v� 5 SEON:668296/T24/HIPS PIy:1 Job Number. 36CS0058A FROM:AH Cry:1 4EBB bar. Horton/4EBB 1828-Cali'C".DR Horton DRW: Wgt: 203.0 lbs Truss Label: Al / ... 10/1012019 r '4 1 +7'6'9"5 I '4+8' '812 68'121534 33'M 1 448°12 5'34 i 65X8 =3X4 =5X6 `e5X8 D E F G T ,2 6 p �2X4C H 02X4 P Ih 4X6(A2) B �4X6(A2) � A J P O N M L K :; =aX4 =3X6 =3X4 =UB =3X6 =3X4 BEAT PLATE REQ. BEAT PLATE RM. 1' 10'0'1 1'ii'7 45"8 67'3 4T4 1'" I 100*2 1' F 10'0.1 I 12' i6'5"8 23'0"12 + 27'8' 29T1 39'8" F Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wnd Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed SCOL: 10.00 Risk Category: 11 EXP: C KA NA Des Ld: 37.00 Mean Height 15.00 ft NCBCLL: 1D.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist h/2 to h Spacing: 24.0" C&C Dist a: 3.97ft Loc. from endwalt not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on bath MWFRS and C&C a Of 5nosv Criteria(Pg,Pf in PSF) DefUCSI Criteria ` Pg: NA Ct NA CAT: NA PP Deflection in too Udell U# Pt NA Cc: NA VERT(LL): 0.211 F 999 240 Lu: NA Cs: NA VERT(CL): 0.395 F 999 180 Snow Duration: NA HORZ(LL): 0.072 K - - HORZ(TL): 0.135 K - - Code/Mist Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.460 TPI Sid: 2014 Max BC CSI: 0.7se Rep Fam Yes Max Web CSI: 0.626 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 a4a15a58ffiSe4a9C4[AanE�I9fiBFDie' attrMnmsaw+H�SMaamvanawwumnnet win-uzanmlenmexaororm.e.mV oWa aae e4�isa¢tyYaaltlwaxuewaamsad�eegv4a4 area w em vtan ma evsos:ncau m.,eL owee rn ardmemc ♦Maximum Reactions (Ibs) Gravity T h 1 B 1561 1- /- 1931 1719 1244 1 1551 A /- /931 1719 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.8 1 Brg Width = 8.0 Min Req = 1.8 Bearings B & I are a rigid surtace. Bearings B & I require a seat plate. Maximum Top Chard Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G 1821 -2880 B - C 1692 -2808 G - H 1555 -2640 C - D 15W -2540 H -1 1692 -2809 D-E 1812-2845 1-1 27 0 E-F 1820-2860 Maximum Bot Chord Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-P 2456-1386 M-L 2223 -1174 P-0 2224-1145 L-K 2223 -1174 O-N =4-1145 K-1 2*7 -1416 N - M 2886 -1530 Maximum Web Fames Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - P 276 -266 M - G 801 -498 D-P 399 -129 F-M 293 -358 D-N 709 -490 G-K 402 -129 N-E 300 -365 K-H 276 -266 E-M 100 -96 nney ompanrnrrc. u< SEQN: 6682291 T4/HIPS Ply:1 Job Number. 36CS0058A FROM: AH Qty:t 4ESB 1828-Cali"C"IDR Horton MEBB 1828-Cali"C",DR Horton DRW: Wgt: 211.4 lbs Tame Label: Al2 / ... 10/10/2019 TB"12 9' 1414'377� 19' 9' 0° MA"S 30'8° 1'1)°4 39'8" F TB°12 �1'3°4 5'3"ii F 4'8°5 5'8°5 59°17i'3° 7'8'12 =3X4 =5X6 De, E F G H I T 72 6 UI2X4C 1U2X4 p 0�Nvz=4X8(A ) B K-4L6(A2) �J S R Q P O N M =3X4 =3X6 N2X4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 SF TPIATEREQ. S6TPiAT REQ. FT T70"B 4'1"8 2'0°3 59"73 69°73 2'03 4'1°e T70"8 7� T10°8 12' 14'0 19'10° 257°13 2T8" 31'9°8 Loading Criteria (psf) Wind Criteria Snow Criteria (PB.Pf in PSF) TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT:Ni TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Kzt: NA Des Ld: 37.00 Mean Height 15.00 It NCBCLL: t0.00 TCDL: 4.2 psi Code /Mise Criteria Soffit, 2.00 BCDL: 5.0 psi Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Bid: 2014 Spacing: 24.0" C&C Dist a: 3.97it Rep Fac: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP 01 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C Def8CS1 Criteria PP Deflection in too Udell U# VERT(LL): 0.243 G 999 240 VERT(CL): 0.455 G 999 180 HORZ(LL): 0.074 M - - HORZ(TL): 0.139 M - - Creep Factor. 2.0 Max TO CSI: 0.566 Max BC CSI: 0.560 Max Web CSI: 0.510 Mfg Specified Camber. VIEWVer 17.02.02.1208.15 69a15953285ax19Ce[ASCEOEM56m F9 wig-iurmvlmNm.dm.w�ijrw+.v aemm�x x nmw Xa'at[[pMbSatuartwNxatrc lUaYN�' aft euYQ Yd BYSM.SKMtiVNelltOJemvtM VN�Mr%MPeWt on T 1 ♦Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ IR- /Rh /Rw /U /RL. B 1561 /- /- /921 1720 /223 K 1561 A /- /921 !/20 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.8 K Brg Width = 8.0 Min Req = 1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 2O29 -3246 B-C 1644-2767 H-1 1873 -2960 C-0 1811 -2719 I-J 1810 -2719 O-E IBM-2960 J-K 1614 -2767 E-F 2029-3246 K-L 27 0 F-G 2029-3246 Maximum Bat Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. B - S 2395 -1311 P - O 2993 -1625 S-R 2250-1186 O-N 2260 -1216 R - Q 2260 -1186 N - M 2250 -1216 Q-P 2993-1614 M-K 2395 -1340 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. C-S 405 -328 P-H 329 -187 S - D 489 -426 H - O 378 -520 D-Q 944 -562 0-1 944 -562 Q-E 378 -520 1-M 469 -426 E-P 329 -197 M-J 404 -328 G-P 228 -303 failure to build the in. or The suitability QRv}' omponcnn. ua SEQN:668301/T14/SPEC PIy:1 Job Number. 36CSOOSSA FROM: RS Qty: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW: Wgt 212.8 as I Truss Label: A13 I ... / ... 10/10/2019 i 8'09 13f12 19' 26'4'1 29' 33'3°8 39'B' 8'09 5'S°11 + 5'6.4 T4'1 + 2T15� 4'3"8 + 6'4.8 I 05XB --3X4 12 C D E F T6 H t�3X4 �I a (a) —3X6(A7) B 1=3X6(A1) 11ma A J P O N M L K N2X4 3X8 —3X8 012X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. —13'4" 5'8" 20'8" 1' e'1'13 131 5992 7'2°5 2'9"11 4'5'4 6'292 1' F T 83 + 13'2°4 + 79' 26'2"5 + 29" 1 33'5°4 + 39'B" F 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 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 it TCOL: 4.2 Pat BCDL: 5.0 psf M'ArFRS Parallel Dist 0 t3 h/2 C&C Dist a: 3.97 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 -l- reinforcement. 80% length of web member. Same species & SRB grade or better, attached with Bd Box or Gun (0.113"x2.5",mm.)nails @ 6" oc. Plating Notes All plates are 5X6 except as noted. Wind Member design based on bath MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Nlisc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fac: Yes FT/RT:20(Oy10(0) Plate Type(s): WAVE 1$. DeflICSI Criteria PP Defiection in loc L/de0 L/# VERT(LL): 0.032 L 999 240 VERT(CL): 0,060 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. VIEW Ver. 17.02.02.1208.15 «��ux'�''� f W�.m vmtMbuwmatseL W µt.ucoamlwma mm,lnaa%wcmtruu"t w4)e 3i[a6enw6e rhvaabgaaldSfomevtw.we�A¢SeM w4E mYvaLVA•11hwYaYonmMmW MwNe4muptlemr� racbs "'IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T 1 ♦Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ /R. /Rh /Rw /U /RL B 559 /- /- 1385 /260 1257 O' 325 /- /0 /161 /147 /- 1 752 /- /- /531 1342 /- Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.5 O Brg Width =68.0 Min Req =- I Brg 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 Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G 549 -672 B - C 356 -588 G - H 520 -686 C-D 163 -14 H-1 659 -1095 D-E 435 -197 1-1 27 0 E-F 435 -187 Maximum Bat Chord Fames 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 Fames 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 178 -97 G-L 432 -339 D-N 319 -410 L-H 336 -449 E-N 321 -398 H-K 235 .15 N-F 703-1202 «ney ompo«111t . uc Q:DRW:SEQN:668238/T72/HIPS PIy:1 b Nubar.. 36CS0058A FROM: AH Em, Wgt: 242.2 lbs Truss Label: A14G / ... 10/102019 79'10• T 11'6"4 1T to, 10 22'B 28'1"12 32'8' 3918" ' 7' -F 4'6"4 + 55.12 F 2' I T76—f 55"12 4.6"4 T { 8 4X6 mH 4 `J 8E 4 =6X6 12 C__ D TC2 F G T 6p - - T (a) (a) IN a W4 m =4X12A(B3)B 1 3� K=4 L72(B3)� T S R— O P O N M 014X4 105X8(R) =—BX12 =BX12 =-5X6 N4X4 SETPATE REQ. SEATPIAMREQ. SEAT PLATE REQ. 11'4" 28'4" 1' 6" 6'44 4'4" 5S' S'8" 5' P17 4'4° 6'4"4 F' 6 6'10°4 11'2"4 .{� IT + 22'8" + 27'8° 28'S72 .I6° 32'9"12 I 39'2° ]98°, F7� Loading Criteria lost) Wind Criteria Snow Criteria (P9.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) TCLL 20.00 Wnd Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.144 1 999 240 Lac R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.272 1 999 180 B - /-116 /- 130/- BCDL: 10.00 Risk Category: II Snow Duration: NA_ HORZ(LL): 0.022 M - - S 4524 /- A /- 2025 A EXPC Kzt NA : Des Ld: 37.00 HORZ(TL): 0.042 M - - K 1872 /- /- /- /860 /- Mean Height 15.00 R NCECLL: o.OD Code Misc Criteria Creep Factor. 2.0 Wind reactions based on MWFRS TCDL: .psf Soffit: 2.00 BCDL: 5.0 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.728 B Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 fo h2 TPI BidFe 2014 Max CSI: 0.723 S Big Width = 8.0 K Big Width = 8.0 'Min Req = 5.3 Min Req = 1.9 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fee: No Max Web CSI: 0.723 We Bearings B, S, & K are a rigid surface. Lee. from endwall: NA FT1RT:20(0)f10(0) Mfg Specified Camber: Bearings B, S, & K require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chard Fames Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Tap chord 2x4 SP 01 :TC2, TC3 2x6 SP 97: A-B 27 -20 G-H 1427 -3199Bat 2x6SP#7 B - C 1022 -493 H - I 1427 -3199 We Webs2x 4 SP #3 :W4 2x4 SP #1: C-D 25M-1160 I-J 167B -3751 D - E 459 -1040 J - K 1628 -3574 Bracing E-F 459-1040 K-L 27 -20 (a) Continuous lateral restraint equally spaced on F-G 459-1040 member. Or 1x4 "T" reinforcement 80% length of web member. Same species & SRB grade or better, Maximum Bat Chord Forces Per Ply (Ibs) attached. with Btl Box or Gun (0.113'7(2.5",min.)na0s Chards Tens.Comp. Chords Tens. Comp. 6" cc. B-T 396 -857 P-0 3773 -1705 Loading T-S 403 -884 O-N 3773 -1705 91 hip supports 7-0-0 lacks with no webs. S - R 1031 -2342 N - M 3112 -1400 +9;it; ''Y��+pl�0" �f 'LV �"I`jY� R-O 1031 -2342 M-K 3139 -1407 Wind yt. �. yty, ` 's Q-P 7229 -1022 Wind loads and reactions based on MWFRS. .�' i0-0 Ntr fld7182 t Maximum Web Fames Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. � T-C 636 -156 G-P 1513 -630 $"� $•i•�t"t OF j{j C-S 976-2197 H-P 433 -539 S - D 1490 -2832 P - I 326 -673 D-Q 3968-1748 I-N 337 -291 �rla4.jfYAi Q-G 978-1853 N-J 822 -356 $i_�'64,q E-Q 395 -461 J-M 625 -145 a0010050205p0p9C3CA6eE�79eemfa. ew+�<�•r vK+ro�ss»oHu.nona.n*.s d Pr-u.�rewntm�asar.me.saEaxrpaswi xeaamwncmo- rrou6wundtlai4mmatuamrm�Y6+Naav<ml u�fril W CeL441a'.R.armTu�ttMawtMmwt$onaram�u mt5u. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses ravines extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building ���//777 Component Safety Information, byY TPI and SBCA) fo'r safety practices prier to performing these functions. Installers shall provide tempera rrYY /�„trn, bracing uer BCSI Unless noted a hewrise,top chord shall have property attached structural sheathing antl boftom chord shall have a pro edy y/Lb attachetl d9id ceiling Locations shown for uermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om nmm yr as applicable. Apply 7lates to each face of truss and position as shown above antl on the Joinf Details, unless noted otherwise. Referto Pr' drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buldin Components Group Inc. shall not be responsible for any deviation from this dmwing,any failure to build the truss in conformance with ANSI�PI 1, or for handling shipping, installation and bracing of Vusses.A seal on this drawing or cover page, listing this drawing intlicates acreFfence of pro}essronal engineering responsibility solely tar the design shown. The suifabddy and use of this drawing for any structure is pe responsibility of the 9uilding Designer per ANSIITPII Sec.2. SEQN: 668303/T11/SPEC Ply:1 Job Number, 36CSOOSSA FROM: AH Qty: 7 40E 8 1828-Cali "C"/DR Horton l4EBB 1828-Cali "C",DR Horton DRW: Wgt 208.6 Its Truss Label: A15 / ... 10/102019 T 17"75 13'9"12 1T7 "15 18' " 244"1 2" 33'3'9 39'8" T 1" 5 L5 4'2'3 8" SB"1 47"15 4'3'9 6'4'7 12 T 6 Fee m TT m In �o P In 1 I 2,-3Xfi(AAi) B =3X4 E --3X6 FG -� U T S' 'R-JAO =4Xi0Q P 0 N M =3X4 m2X4 =3X4 M2X4--3X6 --3X8 g2X4 SEAT PLATE REQ. SF T PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. —137 j 5' 21' T7"12 11" 5 54'9 " 2 4'8" 5'6"5 1'S'11 L 4'5"5 + 6�11 7'1"12 '1" 1 734 18'8" 24'2"5 - 4' 33'5"5 398" 29 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 chord 2x4 SP #1 Webs 2x4 SP 93 Bracing Wind Criteria Wnd Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf 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 (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T'reinfomement. 80%length of web member. Same species S SRB grade or better, attached with Bid Box or Gun (0.113"x2.E",minJnails Q fi" oc. Wind Member design based on both MWFRS and CBC. a T e 1 Snow Criteria(Pg,H in PSF) Defl/CSI Criteria ♦ Maximum Reactions(Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi U# Gmv'dy Non -Gravity Pf. NA Ce: NA VERT(LL): -0.039 N 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.062 N 999 180 B 529 A /- 1354 241 277 Snow Duration: NA HORZ(LL): 0.014 M - - S 687 /- /- 1346 237 /- HORZ(TL): 0.027 M - - Q 1302 /- A 1633 1601 /- Code / Misa Criteria Creep Factor. 2.0 K 770 A /- /528 1350 A Bldg Code: FBC.2077 RES Max TC CSi: 0.569 Wind reactions based on MWFRS TPI Sid: 2014 Max BC CSI: 0.357 Brg Width = 8.0 Min Req = 1.5 S Brg Width=8.0 Min Req= 1.5 S Rep F=Yes Max Web CSI: 0.564 Q Brg Width = 8.0 Min Req = 1.5 FT/RT:20(0)/10(0) Mfg Specked Camber. K Brg Width = 8.0 Min Req = 1.5 Plate Type(s): Bearings B, S, Q, & K are a rigid surface. WAVE VIEW Ver. 17.02.02.1208.15 Bearings B, S, Q, 8 K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 G-H 584 -525 B - C Sall -579 H -1 934 -734 C - D 625 -488 1-1 935 -734 D-E 272 -106 J-K 1161 -1131 E-F 584 -525 K-L 27 0 F-G 584 -525 It t IIOm3458d85D3D9C9CA4DEDE r9fi8E0 F9 m++ lid<ma meMw.wn�v.+rciui N �.. W N>t81im W C6eaMwaabM tmriilWl i12m6aMT fot� r1YCa6[WLL9b NMtC WNtYPmA6tY:HRF®x6tld ld>tC WH¢WL:auOu,LBlltl,fOtla cxyt dC WQbL P, #14eert�S n9kl ALL NOTES ON THIS DRAWNGI ,LL CONTRACTORS INCLUDING THE INSTALLI installing and bracing.Refer to and follow the let actices prier to performing these functions. Instal properly tmmPnt of weeks shalllhha a hlracina?Q instaled per BI as shown above and on the Join Details, unless Maximum But Chord Forces Per Ptr (Ibs) Chords Tens.Comp. Chords Tens. Comp B-U 451 -388 Q-P 657 -571 U-T 445 -329 P-O 652 -571 T-S 444 -325 O-N 652 -571 S-R 340 -252 N-M 947 -086 R - Q 340 -252 M - K 950 -887 Maximum Web Fames Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-U 216 -128 Q-H 1513 -1385 U-D 209 -208 P-H 206 -2 D-T 109 -31 H-N 171 -61 D - S 751 -751 N - J 523 .429 S-E 196 -241 1-N 374 -383 E-Q 500 -398 J-M 223 -31 G-Q 276 -324 /� my �/ ampontnrs, uc SEQN: 668310/T20/SPEC Ply:1 Job "umbar. 36CSOOSSA FROM: RS City:1 4E881828Cali"C"/DR Horton/4EBB 1828-Cali"C",DR Horton DRW: Wgt: 203.0 Its Truss Label: A16 / ... 10/10/2019 1"N 13'93 I 1a"" F4"1 29' I 3TT'a 34'a"T 9'9 e.172'1"4104 36'7"15 43a 698 , T 1 SEAT PLATE REQ. SEATPIATEREQ. SEATPLATEREQ. SEAT PLATE REQ. -13'8" 5' 21' 1' T1"12 2'71"15 F I T1°12 I 10'1"11 F 34"F I "+'9+435"4 V9.2 1931'5'S"'83"a'E1 4 3' Loading Criteria (psg Wind Criteria Snow Criteria (P9,Pr in PSF) DefgCSl Criteria ♦Maximum Reactions (lbs) TCLL: 20.00 Wind Sid' ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -O.037 M 999 240 Loc, R+ ( R- ! Rh (RW / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.060 M 999 180 B 527 (- /- 1338 /239 1317 BCDL: 10.00 Risk Category: ll Snow Duration: NA HORZ(LL): 0.013 L - - P 730 A /- 1339 /273 A Des Ld: 37.00 FRCP: C Kzt NA HORZ(TL): O.D25 L - O 1229 /- A /597 1557 /- NCBCLL: 70.00 Mean Height 15.00 it Code / Miss Criteria Creep Factor. 2.0 P J 787 (- /- 1529 /358 A Soffit: 2.00 TCDL: 4.0 Pat Bldg Code: FBC 2017 RES Maz TC C51: 0.591 Wind reactions based on MWFRS Load Duraton: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist 0 to N2 TPI Sid: 201 C Max BC CSI: 0.329 B Brg Width = 8.0 Min Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 It Rep Fac: Yes Max Web CSI: 0.513 P Brg Width = 8.0 Min Req = 1.5 O Brg Width = 8.0 Min Req = 1.5 Loc. from endwall: Any FT(RT:20(0)110(0) Mfg Specked Camber. J Brg Width =8.0 Min Req =1.5 GCpi: 0.18 Plate Type(s): Bearings B, P, O, & J are a rigid surface. Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 Bearings B, P, O, & J require a seat plate. Lumber Maximum Top Chord Fames Per Ply (Ibs) Tap chord 2x4 SP 91 Chords Tens.Comp. Chords Tens. Comp. Bat chord 2x4 SP#1 Webs 2x4 SP #3 A-B 27 0 F-G 725 -746 B-C 644 -570 G-H 929 -813 Wind C-D 696 -515 H-1 935 -783 Member design based on both MWFRS and C&C. D - E 405 -316 1-1 1146 -1160 E-F 724 -746 J-K 27 D Maximum Bot Chord Fames Per Ply ([be) • Chords Tens.Comp. Chords Tens. Comp. t�ys.4�41�tIll�igtplp B - R 442 .392 O - N 623 -570 7 Q - P 382 -304 M - 972 -870 P-O 473 -386 L-J 975 -871 No 0471$2 a Maximum Web Fames Per Ply (Ibs) w• ; Webs Tens.Comp. Webs Tens. Camp. rs `mow C-R 192 -74 O-G 1701 -1524 $•�.�" j(1; R-D 239 -1 N-G -4 •" d{j* D-Q -7 79 -7 G-M 137 137 -36 .+��a D-P 916 -804 H-M 388 -321 ... � P-E 170 -241 M-1 487 -394 If RA .... %V11 E-O F-O 48D -437 167 -237 I-L 204 -33 4sa15a5ax{SDW9C3CA6eEef NbBEa Fa. nPF.mo.rtcl�dtm*">�Oa»ctyasw.t xNml�nW.w�Nw waudcwma(+Iax4uuwrtanmtawA:av+�r4M �=bl W 9mY1i tKfraxtbavWeSa W�iuGe.Y btibv Lave QraCin merallea per CI on the Jain Details, unless a division of failure to build the g or cover page rn- The suitability rrxzy ampaxexrs.xc SEON: 668231/T2/GABL PIy:1 Jab Number. 36CSOOSBA FROM: AH Oty: 1 4EB8 1828La1i "C" /DR Horton /4EBB 1828-Cali "C° ,DR Horton DRW: Wgt: 134.4 Its Truss Label: B1GE / ... 10/10/2019 i Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.)0 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 Webs 2x4 SP #3 fTYPI i 21'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h2 C&C Dist a: 3.00 If 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 CaC. Additional Notes See DWGS A16015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf 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 Std: 2014 Rep Fac: Yes FT/RT:20(0y10(0) Plate Type(&): WAVE MEW DefUCSI Criteria PP Deflection in loc Udell U# VERT(I-Q: -0.001 H 999 240 VERT(CL): 0.001 AE 999 181 HORZ(LL): 0.002 J - - HORZ(TL): 0.003 J - - Creep Factor. 2.0 Max TC CSI: 0.108 Max BC CSC 0.033 Max Web CSI: O 088 Mfg Specified Camber. VIEWVer. 17.02.02.1208.15 4}a35058ffi Sa3a9C3CA6ef OEMb0FAF9.. awn+ra uaawcvwiwrt=se rem. u. «nmi sn a. �.�..ww. unr a uwi ux nmaagamem.xv.w»nuawka:w�a..r wma .msmwmi u=emuo,rs.m+aw�tm.o.yd.n,mu avm 'ALL NOTES ON THIS DRAWING! ILL CONTRACTORS INCLUDING THE INSTALL installing and bracing. Refer to and follow the Is actices prior to performing these functions. Instal properly t spot of wbs shall haver hlrairnptiinstetied per B� as shown above and on the Join f Details, unless ♦Maximum Reactions (Ibs), or•=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL P' 81 /- /- 139 137 Ill Wind reactions based on MWFRS P Brg Width = 255 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 I-J 304 -24 B-C 87 -120 J-K 253 -21 C-D 80 -9a K-L 202 -23 D-E lD5 -71 L-M 154 -43 E-F 153 -50 M-N 105 -64 F-G 202 -29 N-O 74 -84 G-H 253 -21 O-P 81 -113 H-1 303 -24 P-O 27 0 Maximum Bot Chard 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 180 -111 U-T 187 -106 AB -AA 190 -112 T-S 185 -105 AA-Z 191 -112 S-R 183 -104 Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp C-AE 174 -103 W-J 187 -83 D-AD 88 -65 V-K 153 -73 E-AC 101 -74 U-L 100 -73 F-AB 100 -73 T-M 101 -74 G-AA 153 -73 S-N 88 -65 H-Z 187 -83 R-O 174 -103 X-1 0 -162 failure to build the g or cover page in. The suitability nnry ompanexrs. SEQN:6 232/T3I GABL PIy.I Job Number. 36CS0058A FROM: AH City:1 4E8B 1828La1i"C"/OR Horton /4EBB 1828-Cali°C",DR Horton DRW: Wgt: 78.4 lbs Tress Label: C1GE / ... 1D/10/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.0a Soft: 2.00 Load Duration: 1.25 Spacing: 24.0 " Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 18 �—(TYP)) G--4X4 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: It EXP: C Kzt NA Mean Height 15.00 fl TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h2 C&C Dist a: 3.00 R Loc. from endwall: Any GCpi: 0:18 Wind Duration: 1.60 Plating Notes All plates are ZX4 except as noted. Wind Member design based on bath MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIND118 for gable wind bracing and other requirements. Snow Criteria (Pg,R in PSF) Pg: NA Ct: NA CAT:W Pf: 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(0)110(0) Plate Type(s): WAVE 14' DetUCSI Criteria PP Deflection in Inc Ude8 VERT(LL): -0.001 F 999 VERT(CL):-0.001 F 999 HORZ(LL):-0.002 E - HORZ(TL): 0.002 E - Creep Factor. 2.0 Max TC CSI: 0.118 Max SC CSI: 0.026 Max Web CSI: 0.081 Mfg Specified Camber. ♦Maximum Reactions (Ibs), or'=PLF U# Gravity Non -Gravity 240 Lac R- /R- /Rh /Rw /U /RL 180 L' 84 /- /- 140 /39 /12 - Wind reactions based on MWFRS - L Brg Width = 168 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEWVer.. 17.02.02.1208.15 nPr. uc xam! � a sro.� ewN x� m.+h.a memra:rmnrzw. ro se..pv.amnaauvKa.anm�ss�.n�+sva.aaa me ea maa,wa.kmn, m:r rve b gem m+www:.s A-B 27 0 G-H 213 -26 B-.0 14 -66 H-1 157 -48 C-D 61 -28 I-J 105 -69 D-E 113 -17 J-K 87 -89 E-F 165 -14 K-L 94 -106 F-G 221 -17 L-M 27 0 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. S-V 145 -46 R-Q 164 -49 V-U 153 -47 Q-P 159 -50 U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 S-R 164 -49 N-L 144 -55 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp C-V 122 -56 Q-H 205 -83 D-U 115 -75 P-I 159 -72 E-T 159 -72 O-J 115 -75 F-S 205 -83 N-K 122 -56 G-R 13 -89 to build the V +rry om/roncnrs, u< t SEDN: 6682331 T19/EJAC Ply:1 Job Numbar.36CS0058A FROM: AH Dty: 14 4EBB 1828La1t"C"/DR Horton/4EBB 1828-Cali"C",DR Horton DRW: Wgt: 23.8 Its Truss Label: EJ7 / ... 10/102019 Loading Criteria (psO TCLL 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCSCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Top chord 2x4 SP 91 Bat chord Zx4 SP #1 C 12 6 p M O_ N l7 2X4(A1) B A D SEAT PLATE RED. Wind Criteria Wind Std: ASCE 7-10 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 h2 C8C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.6D Wind Member design based on both MWFRS and CBC. "IMPORTANT" Ii Snow Criteria (Pg,Pt in PSF) De[/CSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in too Udell U# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.014 D - - HORZ(TL): 0.025 D - - Code/Miss Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.496 TPI Std: 2014 Max BC CSI: 0.368 Rep Fac: Yes Max Web CSI: O'ODO FT/RT:20(Oy10(0) Mfg Specked Camber. Plate Type(s): VIEW Ver. 17.02.02.1208.15 WAVE ■ 6a015a5ara5nx19C3CA4aE� r96am Fa. mege+ucumewem f�aseexauaw�ra�ue�W A IILWGNNiI��d=JrT�✓•�e✓ $aiNhi tMb wL avaw�assaaow+arxaamww::neup+ara w,at w vxi sws.mw�nu.m ewer =naq w apmm�x ♦Maximum Reactions (Ibs) Gravity Non-Gmv'dy Loc R+ /R- /Rh /Rw /U /RL B 336 A A 259 /117 /173 D 127 /- A /101 20 A C 171 A /- /91 1133 1- Wind reactions based on MWFRS B Big 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 Forces Per Ply (Ibs) Chords Tens.Comp. Chards Tens. Comp. A-B 27 0 B-C 77 -151 Maximum Bat Chord Fames Per Ply (Ibs) Chards Tens.Comp. B-D 0 0 V nay ompontnrs. uc SEQN:668234 I T16/JACK I Ply:1 1 Job Number. 36CS0058A FROM: AH Qty: 4 4EBB 1828-Cali "C"/DR Horton 14EBS 1828-Cali "C" ,DR Horton Wgt 16.8 lbs I Truss Label: CJ5 u 12 6 M o_ rD (V B =2X4(A1) L A 1 D SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 1D.00 Risk Category: 11 EXP: C Kzt NA Des Ld: 37.00 Mean Height 15.00 R NCBCLL: 10.00 TCDL 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bat chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C a 5' 5' Snow Criteria(Pg,PI in PSF) DeflICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in toe Udell U# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.007 D - - HORZ(TL): 0.008 D - - CodeIMiscCriteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.309 TPI Sid: 2014 Max BC CSI: 0.182 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber. Plate Type(s): VIEWVer. 17.02.02.1208.15 WAVE N f=. W.HSf831m W LfiOt-0ae➢NA4tuV"SW.i MaYd ttyYi CI CH6MM4N mmGNk'S[p ty,71dY.! wYQ d Be srbi aa:eenVurm6a mvd N wNw w ep41 W RNZ cpm as I per BI unless L r DRW: ... / ... 10/10/2019 ♦Maximum Reactions (Ibs) Gravity Non-Grev'dy Loc R+ / R- / Rh / Rw / U / RL B 263 /- /- 1208 /96 1129 D 90 A A 770 /13 /- C 119 /- A 162 /93 A 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 Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -120 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 a failure to build the in. or The suitability /� nnty �/ cmponenrs. uc SEON: 668235 if T17/JACK PIy:1 Jeb Number. 36CS0058A FROM:6 Oty: 4 4EBB 1828-Cali "C' /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW: Wgt: 12.6 lbs Truss Label: CJ3 ... / ... 10110/201B Loading Criteria (psq TCLL 20.00 TCDL: 7.00 BCLL 0.00 BCDL: 10.00 Des Ld: 37.00 NCSCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Top chord 2x4 SP #1 Bot chord 2x4 SP #1 12 6 =2X4(A1) B A Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf 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 Member design based on both MWFRS and C&C. "IMPORTANT" SEAT PLATE REQ. 3' 3' 1E 1 D Snow Criteria(Pg,Pf in PSF) DefgCSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in loc Udell Uft 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/Mist Criteria Creep Factor. 2.0 Bldg Code: FBC 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(0)/10(0) Mfg Specked Camber. Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 Q ma15a56� 409a9[aCA6aELf T968F0 F9 met"wempa{-ua am um W umin ummi n{4 W.wralm W ama�e4a".a1"mAt niten4vattwNe. rh'3tlGYrMeaQeuvsvaMatmudbtLN GNtealm N as vxa..wm=nma mrra wa++m m.,ae,vw. sow as ♦Maximum Reactions (Ibs) Gravity Non -Gravity Lae R+ /R- /Rh /Rw /U /RL B 193 /- /- 1162 f76 186 D 51 /- /- 141 /6 /- C 64 A /- 130 151 1- Wind reactions based on MWFRS B Erg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Beaming B is a rigid surface. Beadng B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 retry nnryontnrs, w I FROM: AH Loading Criteria (pap TCLL: 20.D0 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.a0 Load Duration: 1.25 Spacing: 24.0" Lumber Tap chord 2x4 SP #1 Bot chord 2x4 SP #1 Oty: 4 14EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton Wgt: 11.21hs Truss Label: CA 4"3 J— Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II FRCP: 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: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. -IMPORTANT" FURNISH THIS DRAWING Z, 12 6 � C 2X4(A1) B SEAT PLATE REQ. DRW: ... / ... 10/10/2019 r-Fi CD to Snow Criteria(Pg.PI in PSF) DefpCSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U# Pt NA Cc: NA VERT(U-): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.000 D - - HORZ(TL): 0.000 D - - Code /Misc Criteria Creep Factor 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.163 TPI Std: 2014 Max BC CSI: 0.015 Rep Fee: fes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specked Camber. Plate Type(s): WAVE VIEWVer. 17.02.02.1208.15 No 047102 ?+*' STATE OF W M5658}a aeap9C3CA6p2pE19fiBmfv wwangryvam uaagfawnumsea, A ia� wnulrbtmwud"w mga frw2 aW Nl6nt0'1. QmW�(�fMlMrvCgap�N0uI0$M�N [LSft W Cn ali rRaWllm{aMmrtM VNefmup.lmaa[ teget r 11 ♦Maximum Reactions (Ibs) Gravity Non-Gmvfty Loc R+ /R- /Rh /Rw /U /RL B 150 /- /- 1145 !/7 /42 D 11 /-1 /- /18 110 A C - /-14 /- /25 128 /- Wind reactions based on MWFRS B BTg 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 Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B Z7 0 B-C 28 -19 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D D 0 failure to build the g or cover page in. The suitability retry nmf+onrnro.w SEQN:: 668237 /T21/HIP_ ob NumbeL36CS0058A FROMAH Qty:2 4EBB 1828rali°C"/DR .I Harton/4EBB 1828-Cali"C°,DR Horton DRW: Will: 42.01bs Tress Label: HJ7 / ... 10/10/2019 1n 6'3" 9'10°1 i f- 6'3" i 37" SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL 20.00 Wnd Std: ASCE7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: It EXP: C Kzt NA Des Lt.37.00 Mean Height 15.00 R NCBCLL: lo.0o TWL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 ° C&C Dist a: 3.00 it .Loc. from endwall: Any GCpi: a.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 03 Special Loads -(Lumber Dur.Fac. 125 / Plate Dur.Fac. 1.25) TC: From 0 plf at -1.41 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 9.84 BC: From 0 plf at -1.41 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -7lb Conc. Load at 1.41 TC: 128 to Conc. Load at 4.24 TC: 238 lb Conc. Load at 7.07 BC: 23 lb 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. 6'1"4 3'2" 6" 6.1"4 i 9.3~ 4 1 ';0011 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 Cade: FBC 2017 RES TPI Std: 2014 Rep Fac: Varies by Ld Cast FTtRT:20(0)/10(0) Plate Type(s): WAVE Deil/CSI Criteria PP Degection in loc Udefi U# VERT(LL): 0.015 G 999 240 VERT(CL): 0.028 G 999 180 HORZ(LL): 0.004 F - - HORZ(TL): 0.oa8 F - - Creep Factor. 2.0 Max TC CSI: 0.241 Max BC CSI: 0.326 Max Web CSI: 0.256 Mfg Specified Camber. VIEWVer. 17.02.02.1208.15 6aB15B5Bffi Sa9a9C1C A<OEaf Halm F9 er.°Narm®r+y umwwm°r.en+.., N {R{i,NrlrnM b4LiPMl M%y "Lvr! WMr 0.S�i�NlLL!/,IY. retrraagna Nnaw•w xamtambnagxeN rota NtlaLwr aMamSnmermetMwrm mMMurtek ♦Maximum Reactions (Ibs) Gravity Non-Grav'ay Loc R+ /R- /Rh /Rw /U /RL B 330 A A A 120B A E 385 A /0 /- /175 /0 D 29 /- A A /14 A Wind reactions based an MWFRS B Big WidN = 10.6 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate, Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-D 55 -72 B-C 330 -650 Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-G 604 -290 F-E G-F 591 -288 Maximum Web Fames Per Ply (the) Webs Tens.Comp. Webs Tens. Comp. G-C 236 -47 C-F 345 -709 'nry omponeuts. ua Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orl 140 mph Wind Speed, 15' Mean Helght, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 140 mph Wind Speel Nean Height, Enclosed, Exposure D, Rot = L00 Or, 120 mph Wind Booed, 15' Mean Helaht.. Partially Enclosed, Exposure D. Kzt = Lae S 2x4 Brace Gable Vertical pacing I Species I Grade No Braces (1) Ix4 'LBrace • (1> 2x4 'L' Brace • (2) 2x4 'L' Brace wo Y> 2x6 •L' Brace a) 2x6 'L' Brace. x 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' 0'.. 7' 9'. 8'.I'.. ' 31 9' ' 12, 2' 2' 8' 14' 0' 14' 0' U S P f #3 3' 8' 51 9' 6' 2• 7' 81 7' ll• 9' 1' 9' 6• le, 0' t2' 6' 14' 0' _ 14' 0' Stud 3' 8' 5' 9' 6' t' 7' 8' 7' 11' 9' 1' 9' 6' le, 0• 12, 6• 14' 0' 14' 0' Q' HF Standard 3' 8' 4' II' 5' 3• 6' 7' 7' V e' 11' 9'. 6' 10' 4' II' 1' 14' 0' IV 0' Q% 01 4' 0' 6' 8' 6' Il' 7' 10' 8' 2' ' 4' 9' 8• 12' 4' le' 9' 141 0' .14' b' _i SrP 02 3' 10' 6' 7' 6' 10' 7' 9' 8' V- 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6, 11' 7' 5' 9' 2' 9' 7' 10, it, 11' B' 14' 0' 14' 0' Df L Stud 3' 9' 5' 3• 5' 7• 6' 11' 7' 5' 9' 2• 9' 7' 10' it, Ill 8' 14' 0' 14' 0' d Standard 3' 6• 4. 7• 4' Il' - 6' 2' 6' 7! 8' 41 8' 11• 9' e' 10' 4' 13' V 14' a' l� #I / #2 4. 5' 7' 6• 7' 9' 1 8' 10' 9' 3' 10' 7' 11' 0' 13' 11• 1 14. 0' 1 14. 0' l4' 0' S P F #3 4' 2' 7' V 7' 9' 8' 9• 9' 1' 10, 5' to, la- I3. 9' 14. 0' 14' 0' 14' 0' L LJ S{utl 4' 2• 7' t' 7' 6- B' 9• 9. 1• '10, S. - 10, 10• 13' 9' 14' 0' 14' 0' 14' 0' H F Standard 4' 2• 6' 1• 6' 5' 8' I• 0' .8• la, 5' 10, 10, 12, 8' 13' 7- 14'' 0' 14' 0' 01 1' 7• 7' 7• 7' 11' 9' 0' 9' 4' le, 8' LL' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5• 7' 6' 7' 9• B' to, 9' 3' to' 7- Ill 0' 13, I1' 14' 0' 14' 0' 14' 0' 143 4' 4' 6' S' 6' to- 8' 6' 9' t' 10'. 6' 10, 111 13' 4' 14' 0' 14' 0' l4' 0' dl D F L Stud 4' 4• 6' 5' 6' 10• S' 6' 9' 1., 10, 6' IO'.11' 13' 4' 14' 0' 14' C' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10• il, to, 12' 7- 14. 0' 14' 0' #1 / #2' 4' 10• 8' 3' 8" 7' 9' 9' 10, 21 10' 7• 12'.i' 14' 0' 14' 0' 14' 0' 14' 0• Cj S P F 03 4' 7' B' 2• B. 5' 9' 8' 10, a' 11. 6' l2' a, 14' 0' 14' 0' 14' 0' 14. 0' u' U Stud 4' 7' e' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14, 0' 14' 0' 14' 0' 14' 0' O H F Standard 7' 5- 9' 4- in, 0• I1• 61 12, D. 14' 0' 14' 0' ". 14' 0' 14' a' X 01. 8' 8' 9' IV 10, 3' 11' 9' 12, 3' ']4' 0' - 14' 0' 14. SP 02 ' 8' T 9' 9' 10'.2'. 11. 7• 12, 1' 14' 0' 14' 0' 14' 0' Cj 03 as T 10' 9' 8' 10' 1' 11' 7' 12, 0' 14' 0- 14' 0- 14' 0' D F L Stud 7' (0' 9' 8' 10' 1' 11' 7' l2' 0' Iv. a- 14' B. 14' 0' 14' Cr Standard d' 11' e' 8' 9' 3' 11. 6' 12' 0' 13' T 14' 0' 14' 0' 14. 0' Truss Dbgonal brace cold. vertical length nay be doubled when tllaaomat brace Is used Cornet oiagonal brace for SOON at each end, Max web total length Is 14'. 2x6 OP-L #2 0 CPS;er dagoM V¢rtkal length shown brace) shgle M table above. or double but 45• (as shoal at upper and AN IItVCOMPANY olio mvwno, ob, "fanu:e ba de fin. orbs. w cm,7ar• btalUtbn # brcdry of trwswx A wool en oxe bawby m mown aapw, UwYp tW dro wnywrep rwapuut,tl MpY Io- tla tivwn Zw EaVo LaYWmNOme itf aq wVuctarc v rezda, — of JAII. oni EaM�ty, MOf3N5 fv war hfornamm.ca T zrr of alum so .4➢DE. wn<1pYWlwcgy 1fB wowtpztarol S6 •L• D Bracing Group Species and Grades' Group AI S rucrPlne-FM Hen -Fir a / a2 Siantlartl a2 Shtl q3 Skutl #3 Stantlartl Da las FIr-Larch Southern newxe #3 #3 Stud SNtl Standard Stardartl Group BI Hen -Fir a1 L etr pl pau bs Fir -Larch Southern Pinawwx FI sl 42 az. loll Braces small be SRD (Stress-Roted Boardl uFar 1x4 S. Pine use only lydustrlal 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these hides. Gable Truss Detail Notes, VW Load caflectlon criterion Is L/240. Provide upUft connections For 75 p(f over cantirx,ous bearing (S psf TC Dead Load). Goble antl supports loud from 4' 0' outlao4ers with 2' 0• overmany or 12' ply4'ood overhang. Attach'LI braces with told <O128'x30' NN malls. X For (1) L' brace. space ratio at 2• ae. In tg' end oc no. and 4• . between z )KNO'b, (2) L• braces. space nags at 3' onLs. In IB' entl terra and 6' oz. between z 'L' bradng must be a nlnlmun of 90% of vabPS member length. Gable Vertical Plate Sizes • Refer to coraon truss design for peoH, spike, and heel plates. Refer to the Building Designer for conditions art addressed by this data#. Vertka! Len moth W Salk. less imam 4' 0' 2%3 Greater than 4' 0', but less than It, 6• 3%9 Greeter than II' 6'- 4%4 ➢RWG tlF $c MAX. TOT. LD. 60 PSF t"`t�tt MAX. SPACING 24.0' Gable Stud Reinforcement Detall ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Gn 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = IDD on 140 mph Wind Speed, 30' Mean. Height, Enclosed, Exposure ➢, Kzt . 1.00 Ori 120 mnh Wind Sneed. 30' Mean. Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00 2x4 Brace Gable Vertical pacing Species Grade No Braces (I) Ix4 'LBrace • - (1) 2x4 IV Brace • (2) 2x4 'V Brace • (1) 2x6 IV Brace • (2) 2.6 •L' Brace Group A Group B Group A Group B Group A Group Group A Group B Group A Group B Ill / R2 3' B. 6' 3' 6' 6' 7' 5' 7. 8- 8' 9• 9' 2' 11' 7' 121 0' 13' 9' 14. 0' S P F 113 3' 6' S' 5' 5' 9' 7' 2' 7. 7- 8' e' 9' 1' 11' 3' It, II' I3. 7' 14' 0' I IF Stud 3' 6- 5' 4' 5' B' 7' 2' 7' 7- 8' e, 9' 1' it, 2' It, 1l' IT 7' 14' 0' O fl Standard 3' 6- 4' 7- 4' Ill _ 6' 2' 6' 7- 8' 4- e, It, 9' B' 10' 4' 13' V 14' 0' Q) B1 3' to, 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' ll' 9' 12, 2' '13' 11' 14' 0' J S P B2 3. 8' 6' 1' 6' 6- 7' 5' 7' B' 8' 9• 9' 2' I1. 7' l2' 0' 13' 9' 14' 0' L13' 3. 7' 4' ID' 5' 2- 6' 5- 6' IL' 8' 9' 9' l' to, 1' 10, to- 13' 8' 14' 0' cu D F L Stud 3. 7- 4' 10' 5' 2- 6' 5- 6' Ill 8' 9' 9' 1' to, V 10, ID. 13, 8' 14, 0' Standard 3' 3- 4' 3' 4. 7' 5' S' 6' t' 7' 9- 8' 3' e' II' 9' 7' '12, 2' 13' 0' U pl / #2 4' 2'" 7' 2' 7' 5' 8' 5• 8' 9' 10, 1' 10' 6' 13' 3' L3' 9' 14' 0' 14' 0' :P S P F B3 4' 0' 6' 7' 7' 5' B' 4' e' e' 9' 11' to, 4- IT V 13' 7- 14' 0' 14' 0' L U Stud 4. 0' 6' 7' 7' 0' 8' 4' e' B. 9' 11' 10` 4' 13, 1' 13' 7' 14' 0' 14' 0' 6 H F Standard 4' 0' S' 8' 6. 0' T 6' 8. 0' 9' It' 10. 4' I1' 10' - 12, S. 14' 0' l4' 0' Ill 4' 5' T 3• 7' 6' 8' 7' e' Ill 10, 2' 10' 7- to, 5' t3' it, 14' 0' l4' 0' f� S r 02 4' 2' 7' 2' 7' 5- 8'. 5' g' 9' 10, l' to, s- 13, 3' 13' 9- 14' 0' 14. 0' a N3 4. 1' 5' Ill 6' 4' -7• Ill 8' 5' 10` 0' - to, 51 _ le, 5' 13' 3- 14. 0- -14' 0' N D F L Stud 4' V 5' ill 6' V 7' 11' B' 5' 10, 0' 10, 5' 12' 5' 13' 3- 14' 0' 14. 0- Standard 4' V 5' 3' 5' 7- '7' 0' 7' 6• 9' 5- . to', 2' 11. 0' ll' 9• 14. 0' 14. 0` gl / 42 4' 8' 7' It- 8' 2- 9' 4' 9' e' 10, 1' it' 6' 14' 0' 14' 0• 14" 0' 14' 0' a S P F 03 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, It- Ill 5' 14' 0' 14' 0- 14. 0' 14. 0- LD Li E� Stud Stud 4'' 5' 7' 7' 8' V 9' 2' 9' 6' 10' 11' it' 5' L4' 0' 14' 0' 14' 0' 14' 0' O 1 1.f. Standard 4' 5- 6' 6' 6' Li' 8' 8' 9' 3' 10' It- Ill S. t3, 7' 14' C' 14' 0' '14' 0" x ql 4' to- 8. 0' 8' 3' 9' -5' 9. 9' 11, 2' It, 8' 14' 0' 14' 0' 14' 0' 14. 0' P R2 4. 8' 7' It- 8' 2' 9' 9' 9' 8' II' 1' Ill 6' 14' 0- 14' or 14' 0' 14' 0' d Oj K3 4' 6' " 6' to- 7' 3' 9' 1' 9' 7' I1' 0' 111 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' to- 7' 3' 9' V '9' 7' 1 11' 0' '11' 6' 14' 0' 14' 0' 14' 0' 14' 0'_.. rf Standard 4' 5' 6' 1- 6' 5- 8' V 8' 7' 1 to' 1l' Ill 5' la, B. IT 7' 14' 0' 14' 0' DMBamat brace optkvr vertical length nay be doubled when diagonal Mace Is used Connect Aaparwl Mace for 69011 at each end. Max r.b total length Is 14'. Vertical length shown In table above. Connect tongs Uxelm4Drire FaMGty, rAo 6xW5 'Truss rer WIND L IB' 3NL IV1- -I Hr ce 2x6 ➢f-L a2 ar. better ,stm9le o* single 9' Mf ,- douace,ble or double cut <oshown) of L J.. uPPer end. .. Kamm T� OF Bracing Group Species and Gradesi Group A, S race-Plee-fir Hen -fir In / 62 Standard Ie2- Stutl w3 I Std 1 1 63 Ist.rel.rdl Do u los fir-L In Southern PI..... e3 03 Stud Stud Standard St.md.rd Group It, Nen fir 61tBt YI nau Plr-Caron sauuern Pine... osel of e2 e2 Ix4 Braces shalt be SRB (Stress -Rated Board), vfor lx4 Se. Pine use only Industrlal M on industrial 45 SVw.w-Rated Boards. Graup B .values may be used with these 'odes. Gable Truss Detail Notesl Wind Load deflection criterion W L/24a Pravlde upOft connections for 135 plf over cont6Vnus beorlg (5 psf Te Lead Load). Gable end Supports Iced from 4' a' outlaokers with 2' 0' ovw,hen9• ar l2' ply ... d overhang. Attach "V braces with IW (ali!Ir 4' nW moos. X far (I) IVbrcea space rwM1s at 2• ac. In is erel xam.. and Y oc between z hes. H191(Car (2) 4• brnua cpnce nWlc at 3' oc. In Ill' end zam.. and 6• o.e. between zones. IV Lead, rust be a rlMwn ai 80X of web member length Gable Vertical Plate Sizes Vertical Len 'n Me S Ike Less than 4. 0' 2%4 Greater tram 4' V, Wt I 4X4 lewd than 12' D' + Refer tocannon truss deslgn for peak, spike, and heeLplates. Refer to the Bullring Desigmwr for conditions rot odatressed by time detal. REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT. LD. 60 PSF Gable Detail For Let —In Verticals If web has a scab b^ace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'To braces, Brace Is 90X of member length. No •L' or 'T' race required In lieu of scab brace Gable vertical Length greater than 48' 'L' or 'T' brace required Rellfm Memb Ga Tr Gable vertical length )renter than 46' 'L' ,r 'T' brace required Refer to appropriate Alpine gable detail for minimum plate sizes for vertical stud.. QRefer to Engineered truss design for peak, splice, web, and heel plates. ®If oable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Example. 2X4 2X4 4 r2X8 Provide connections for uplift specified on the engineered truss design Attach each 'T' reinforcing member with End Driven Nails, 10d Common (0.148'x 3.',min) Malls at 4' o.c. plus (4) malls In the top and bottom chords. Toenalled Malls - lad Common (0.148•0',n1n) Toenails at 4' os. 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, A11015051D14, A10015051014, A14015051014, A13030051014, A12030051014, AI1D30051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENCIDID14, A12015ENC101D14, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENCID1014, A20015END101014, A20015PE➢101014, A11530ENC101014, A1203CENC1DIO14, A14030ENCIOID14, A16030ENC101014, A18030ENC101D14, A20030ENC101014, A20030END101014, A20030PE➢IOIO14 See appropriate Alpine gable detail for maximum unreinforced gable vertical 'T' Reinforcement Attachment Detail •T' Relnforcing 'I' Relnforcing Member Member Toe-nall - ➢r - End-nan To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical Length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. ✓eb Length Increase w/ 'To Brace 'T' Ralnf. Mbr. Size 'T' Increase 2x4 30 % 2x6 20 K Example, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP X3 'I' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length - 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8. 7'=11'2' vARrmza� RSAn Arm fLLLOV wLL roTct a TWS roAvertl ewpppaTAr3Tv FIwrOSN THIS mMYOG TR ALL NOTES Do actlmal, 1HE IMSTAl1FRS �r�.,y MAgr'v'Ly REF LET —IN VERT DATE 10/01/14 Truss" "Clara evtrerr care h falrbathR. Iwdaay wpipwo• mautum and bracha. war tp and rnrpmiaM safetInstallersy LNernatW, by TPI SnCtlM for aEne"ti4 y F �a;y yPbRoa tlu learnt saM n er SII owmyg ea1•tr 1=y aMMd Imes. IIH s etNr� top lalf 1 M WoMrly wtry Arall aW botta Wrtl `?.mil'?•J =•i ao NnB] ey sa mated ,e ahW at &&" slrat,ur9 crn11Mlt wave a property aetoe»a rifySdf cp�pcylpa, l.00stbnc amen far perms lateeral ractrtht or nabs 11& wlet,am�telpaVapa.. N each Poo .? truasaMopop.n Ism as n uMe Mtl on <M sJoinit Z0, = • je- - }AO\�v'.E OtPtjy} a�i h'fi' DRWG GBLLETIN1014 Refer to d»e•ae IA Z fm AtaMare pate Naltbns. NpW, dvbkn fiV HWMp f<rpwnts Grate Iro wall b im tlevbtbn hen pxiJp w'�hn..... • AN RW CAMMNY a a1 eat r•epor,�le en tlys traemp, oro fabrr to b,ad tlm truce h mMor,ar,x anh ANit/(PI L = e= lar,mi,R. �em,R.a„' ,S .' MAX, TOT. LD. 60 PSF hstaWtbn t bracMg M trucuc. A up m tAL traetw s arer asttV tw ree.lrR. hdmbs empmre M profestlaal rwp »cpor�plty ax.lr ro.•ps°tr. deGpf, e)wt Tla altebbty cad m o. ew mvep """' DUR, FAC. ANY 1301. kxfi fflMe rs i»et,r, e b U,e r• of a•sWs par N t serf ..............— MAX. SPACING 24.0' EaMObtlOWM5 W 1h for bNw=Pj T c.. swc pbw a•rwrcl roses pap• »sane w peen ticn soY job'.gone AIPa(D m.alptaltetnna TPL mtpato-y SBa4 mAbcps stryary ISa eeeYcsalearp — _ _ Hip Frame Details W4X4, Min. -,. „ _ B TYp. r W1.5X3 Typ. � 2x4 Chords W3X4, Min. x Hip Frame, 'R' Hip frame stops at plumb cut of jacks to maintain pitch continuity. Hip Frame - _F— Common T es Stepped Hip System Trusses 2x4 Purlins \ Setback] n I c c Nip Pitched and Sheathed Chord Area Hip Framex Bottom Chord W3X4, Mi 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 @ 6' o.c. maximum spacing. Hip Frame ect'ion B-B i x Hip frame lumber Is SPF, So. Pine, HI, or DFL Standard, Stud grade, or better. See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. 'R' Hip frame chords may be trimmed up to 2' to fit. 4Setback Stepped Hip purlins must be intact and properly attached. System Trusses Use this detail fora .Hip frame -provided by truss manufacturer. ASCE. 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C; or Hip frame is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt; Partially Enclosed, Exp D, or . ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or top chords of stepped hip system must chords of hip frame system where Indicated. cated. FlatSo. Pine lumber. ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structur I unels must be properly attached directly Residential, Wind TC DL=4.2 psf,. Kzt=1,00 Tn hin,af"Nii%.PifBiArlins. ae.intw � a cnroW+w 1289LaYetionI OlN OF HIP Valley Detail - ASCE 7-10 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1.00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Dot Chord 2x4 SP 112N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L. #2 or better, xx Attach each valley to every supporting truss. with, (2) 16d box (0,135' x 3,5') nails toe -nailed for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph, 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted In lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates. 3X4 12 12 Ma 2X4 xi: X4 I ^ 8-0-0 max --{ 20-0-0 (++) Supporting trusses at 24' o.c, maximum spacing. Unless specifiedotherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid-(ength of web Is permitted with diagonal bracing as shown In ➢RWG BRCLBANC1014, Top chord of truss beneath valley set must be braced with) properly attached, rated sheathing applied prior to valley truss Installation. Or Purllns at 24' o,c or as otherwise specified on engineer's sealed design Or By valley trusses used in Lieu of purlin spacing as specified on Engineer's sealed design. xxx Note that the purLin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Pitched Cut Bottom Chord Valley SPa 2X4 Cut Stubbed Valley Chord End Detail Optional Hip Joint Detail Partial Framing Plan 1- IVIgRJ,"sy TC LL 30 30 40PSF REF VALLEY DETAIL r" �a al °caret c.re n rao C nwu Safe, N�i�v� g r�°'°`"a semi e� nren°ir �^�.v„�� �\Cidl& `�� �C DL � 20 15 7 PSF DATE 10/01/2014 pte To a+bast ra4m o! xsr fa,Aare Cmyanit Serry ry y0�yq LHriMN! etMraes, fop dpW e1w11MbvniepropMy o<t °achtl��'vaw+p end btbw9tlwre .Mu M uw.•+r etbe,a NNqaa el LeeotM. eM.n seSnt"r�c . aaYa r..awne er . e _ _ C` BIC DL 10 10 10 PSF DRWG V AL160101014 tlull M Macbp Fa<eilrtl Pr acsr r ct5na B3. 8] w BIO• Ir, hgly gnar b roN 1 d&LP=) B4 LL 0 0 O PSF o.v.. m a.e e's ,urz vx .t.•.we ,wa o�<m•a xsw.. m.wrn er m wet mwm.nre ww ao .Mil ,et ar ,..cen ur ro. e.wt� rren TO L➢. 60 55 57PSF AN IIW mMiNNY bK dnrYy, enr rasa. b o-ad w w+ ., emrwMMe au ,iwrtrr 4 a rts wr°'in. enpµp. 6 q ATE OF: rat n ow se . a rrer+a er wrr... w we sacra es cnre. peaa ar,wa wa. w°+a• aamae eceet.Ma er prate ,ei tmr<vevv .war°� .M.n rnr c�<mutr un us. w w, me»n (,) f,10v w Jl1RFAC.l25/1.33 1,15 i.15 1. Wof 1lla91sMImm10�ve Y r, l{{f gaoc*.aown,s s" SaFarerMt po :..:dn<°t"e'°'sa""°rw�l...M$°w°°co-°Atl�,.eroi°mM...xaere,ero �`'S$/nl•A� siv\��.,`.��``SPACIN6 24,0' Piggyback .Detail - ASCE 7-101 160 mph, 30' Mean :Height, Enclosed, Exposure C, Kzt=1,00 160 mph Vlnd, 30.00 ft Mean Mgt. ASCE 7-10, Enclosed Bid%. located anywhere in roof, Exp C, Wind DLoo 5.0 ps£ (Nn), Kzt=1.a Or 14 nph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed ldg• located anywhere In roof; Exp D, wind DL= 5.0 psf (Nn), Kzt=1.0. Noted Top chords of trusses suppertlno plagybock cap trusses must be adequately braced by sheathing or purtlns. The buliding Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purtlns, and lateral bradng For out of plane loads over gable ends. Maximum truss spacing is 24' oz.. detail Is not applicable If cap supports additionalloads such as cupola, steeple, [hippy or drag strut loads, xw Refer to Enoineer's sealed truss deslon drawino far olaovback and base truss soedficadons. Detail A i Purlin Spacing = 24' o,c, or less 12 Up to 12F7"�r II II Spaawg w 7T max LTop chord Scab (Typical Each End) -Flat top chard purlins required at both ends and nt 24' max o.c. spacing in between. Detail B 1 Purlin Spacing > 24' o,c, Piggyback cap truss slam{ palled to all top chard p.rUm chord with (2) 16d rod nails (Q mid only and secure top chord with 2x4 03 grade scab x mode only of each end) attached with 2 rows of IOtl box nulls (0.128'x37 at 4'-ac. Attach purUn bracing to the flat top chord 12 using a minimum of (2) I6d box nails (OA35'4.5'). Up to 12 F, /� I \\ Chord Scab (Typical Each End) Notes If purtlns or truss, purlins ,4LPINE t3369L6xfr.oAD6. Edon cry. Ma830d5 Flat top chord purlins reguIred at both ends, purlin spacing ) 24' o.c. d on the Flat top of the base o,c. max. and use Detalt A. .bad W� G uiIn .1...lq P4S1/IPS L or'(ar nnrowa. MFWV• a.... Ps, I&Uwa as own` . YMcate. assma w f vd(.emw :W vw w y.��, eM.n rw. eatawley aw us. of this dn.bg respms¢Lltr o tFa Busse aenY� = Nom' e1 L. UaM OF -AP Plggybaek cap truss slant nailed to all top chord purUn bracing. with (2) 16d box nails (0AMN35V and secure top chard with 2x4 03 grade scab (1 side only at, each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach pwUn bracing to the flat top chard using (2) 16d box molls (0.135'x3.5'). The top chord 03 grade 2x4 scab may be replaced with ether of the following (1)3X8 Trulox plate attached with (8) 0.120'xl.375' nails, (4) Into cap TC 6 (4) Into base truss TC or (1) 28PB wave plg9ybaok plate stated to the piggyback truss TC and attached to the base truss TC with (4) 0.1201x1.375' noes. Notes Malting thru holes of wave plate Is acceptable. e In addition, provide copoectlon with one of the following methodst Trulox Use 3X8 Trulox plates. for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chortl members. Attach to each Face 2 8' o.e. with (4) 0120'xL375' malls into cap bottom chord and (4) In base truss top chard. Trulox plates may be staggered 4' ..."Front to back faces. APA Rated Gusset 8'x8'x7/16' (min) APA rated sheathln ppassets (... h'Foss). Attach a 8' o.c. with (8� 6d common (OA13'x2') 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. 2.4 Vertical Scabs 2x4 SPF M full chord depth scabs (each face). Attach a 8' ac. with (6) 10d box nails (0.128'x34 per scab, 13) In cap bottom chord and (3) in base truss top chord. Scabs may be staggered o.c.. front to back faces. 28PB Wave. Pibovtiack Plate One 28PB wave pi gyback plate VV to each Face fabrication tAttttockii to suppo�tingctrusstwithoF (4) 0.120'xL375' nails per face per pl. Plg9yback plates may be staggered 4� o.c. front to back faces. 24.0' IDRWG PB160101014 I CLR Reinforcinq Member Substitution This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss .design but an alternative web reinforcement method Is desired. Notesf This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement, Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specifled CLR Alternative Reinforecement Size Restraint T-- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row .2x4 1-2x6 2x6 2 rows 2x6 2-2x4a10 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x600 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. 010 Center scab on wide face of web. Apply (1) scab to each faceof web. AN ff W COMPANY T-Reinforcement Or T-Reinf. L-Reinforcemen'ti or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. I� 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. �Wz mr & nj""'., TC LL PSF S�. TC DL PSF SnN C DL PSF LL PSF OF _C UT: LD. PSF n ,t.e.. DUR, FAC. DATE 10/01/14 DRWG BRCLBSUBI014 Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load or web member. This design Is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed: Contact the truss manufacturer for any repairs that do not comply with this detail. (B)= Damaged area, 12' max length of damaged section (U = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. 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 members using two (2) rows at 4' a.c., rows staggered. Nall Into 2x6 members using three (3). rows at 4' o.c., rows staggered. Nallusing lad box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual, grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in. loads. L41 �Typlcoo, O ++ a ++ 0 ++ O O+ 1 H- Stagger + = Back Face lOd Box (0.128' x 3', rein) Nailsl O = Front Face 2x4 Member - Double Row Staggere 2x6 Member - Triple Row Staggere( Nail Spacing Detail .pemrurt.. nEwsl n Truscn raM2'i vnGvm c. N I.Ib. w WN t a6iW of SCSI a r.ct4:., w+P t. p.rr.mms wn IYae,f rood owrM,.. top rMd ,1bll Mw . pr.prly .ttaclvtl ryl wu I..w w,.yq we.pw p•r sc a.P,r w ar.,�a, Imo-x r.r ,ew AN IIWOOM#AMY tr�,°wwe.yw. PO HV" u j I IbBB LP4Mmnl nova — — Eam Clry. MO S]Od5 Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12, 635# 730# 800# Web Only 2x4 18, 1055# 1295# 1415# Web or Chord 2x4 24 1055# 1495# 1745# Web or Chord 2x6 12230# 1585# 2245# 2620# Web or Chord 2x4 30, 1960# 2315# 2555# Web or Chord 2x6 2365# 3125# 3575# Web or Chord 2x4 36, 2530# 2930# 3210V Web or Chord. .2x6 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 5165# 5280# 6095# 6660# Iwo mavda DUMM TIE WTw1FA4 •• S�- '4 :twUN tee. r-..ro W.r. w . tlut .y lrl .ntl SSG) Iw ..Iety �\GENg� No. mw..m I.t.rn( rsztr.we ar ,rtv Ilc'h4. .ppY Wt.. t. .aU face EOF sprn� .for mmyy dtN.tbn Prw VIPIL P A 'O(ORIOP JMrvs4V�tl!$WN. ..,',/p,(t W4; 1 \ e L L REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 STANDARD BOTTOM CHORD FALSE FRAME DETAILS f 4' 0�_ �G MAX _� LENGTH TO TRIM EXISTING FILLER 7 SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. USE N2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. USE k3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. LOCATE VERTICALS AT 4'-0' O.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). iL BRACING IS NORMALLY REQUIRE➢ ON THE STRUCTURAL BOTTOM IF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A 2D FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE EXCEED 10'-0' O.C. FOR A SINGLE —PLY TRUSS BOTTOM CHORD. [O SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING I STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME 4T 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED Y TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR (IONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND IOPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET 1. STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIGI 2. INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS. 3; LOADS IN EXCESS OF IOPSF CONNECTED TOTHEFALSE FRAME, 4. DRAG LOADS CONNECTED TO THE FALSE FRAME. 5. TOP CHORD APPLIED FALSE FRAMES. 6. LUMBER GRADES LESS THAN SPECIFIED ON THIS ➢ETAIL. 7. VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'—O'). 8. FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. WITHOUT THE NEED FOR NOT INVOLVE CUTTING - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT. - IF NEEDED, A2x4 FALSE. FRAME. BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE. AT ANY CONVENIENT LOCATION; OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE). - 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 REG. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH,(3> lOd BOX <0,128'x3'> NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLI - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND Ed NAILS (0.113x2.5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH -(4) 11 GAUGE <0.120') x1.375' NAILS 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) IOd BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). .... BC FILLER 10/01/14 M AN IIN' MNY mew r..Aw.aa. ra a a.wtn, r /STATE OF WfN. 6aMr0. ^^r Po4s. to trIW q. trv[. Y, canA .IM .WSViP2 L w fs mrv1Y9r .�rfW V• Nmmtbn L tracFp or t,�,[ur. � �(` a w.i m tw aniw =. mw. ro u.u.o aa-enwo, caws: e�wn�wrre a omr•.Pwa. ' 9 i U� .w....„u ,.,cen.wey setnr rm r�.` a.ey,..m.. rti...rmuier.•.e_. er w. ara..a `'�..0,6_ ORl / I3gLAO-1Dme E.. Gt"No QN5 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. AN ivaz uwereni wrv. I.:.m isN Glry. MO WU65 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, sane grade and species as top chord designated on Engineer's sealed design and three times the overhang length, Attach overhang scab to one face of top chord with 10d box (0.128'x3,0', min) nails at 8' o.c, plus clusters of four nails where shown in figure below (*). NOTE: #2 is the minimum lumber grade allowed for all species, NOTEi Add 210# uplift (max.) to reported truss uplift for wall connections. ..ummtwm anxass TOP CHORD IKLr. _JCA 40T TO DATE 10/01/14 l 40 PSF PLUS LIVE) DRWG OHSCB2X .a EJ End Jack EJ - g O 2 (2) 16d TOE NAILS VARIES OPTIONAL SCISSORS BOTTOM CORD b eveled Jack BJ} G� i m' w (2) 16d TOE NAILS 4 m a__ CONNECTION DETAIL 8-0-0 MAX. SPAN (BJ) (2) 16d GUN NAILS -- 'm FOR EACH LOCATION TYPICAL END JACK (EJ) SHOWN TOP & BOTTOM N.T.S. e` 2x4 SYP Nailer 16" Long Go`�LG s-a.wy- Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. OPTIONAL WEB CONFIGURATION 12 VARIES (4) 16d NAILS See Connection Detail 12 VARIES © (C NAILS See Connene ction. Detail OPRONAL WEB CONMURAnON 3X4 (4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) TYPICAL CORNER JACK (CJ) N.T.S. N.T.S. TYPICAL CORNE SET INSTALLATION 1MgRT�O�i ``+v�I TYPICAL LOIADING (P.S.F.) TOP WE LOAD:{ o 20 :' MANUEL MARTINEZ, P.E. TOP DEAD. LOAD BOTTOM DEAD L)AD: 15 7 10 to ? i`' '' = 7—z FLORIDA REGISTERED ENGINEER TOTAL•. STRESS 45.. 37. INC. 1.25 1.25 ovzQ¢q LICENSE # PE 47182 WIND DESIGN: 160 MIN PER 24' 9 °� TATE OF 411 Off. AICE 7-10 . O.C. ••WARNING • Read @ IF Fumish this drawing to Ilaw all notes on this drawing. including the installers.tSIC'•L��`��` ♦�s all ontractdrs 111111111.°