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t8 51 8 0 C-) 0 G_ v) (A (n CJ1 CJ3 CJ5 I � n fTl m J8' 0 0] 00 J M D ro D ^T D - Al w Al D cn 00 00 D m D N v D O] D v) D y V D D D W 0 D N D_ w n m G) m N D CJ5 CJ3 24" 24" 24" 24" 24" 24" 24" 24" 24" 24' 24" 20" 24" 24" 24" 24" 24" 24" 24" 24 24 24 24 24 24 „ S CJ1 os 1 ` O 59 8 1 1RUs5 BEWH4 NBWT Sb4rol£ �B'—B° ELEV. RwP lwss asw w,va LCLL 20 I.aE ROw 11NSa ®w LOLL LCDL > F LODL I 9GDL to Rat MCUL W& 37 Pmf. W& MRAIRH FWMR 1.25 MEW EWDR MD SIMM ASCE 7-10 FLOOR muss MAY MiD SFFEDD mo mph 2' FOR PLUMBWi BUIUNG Dfl901£ G am TRUSS MUONG M 2'-O UNIEss MPROVED TRUSS ANWOR BY BUILDER a4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 1 Tz 6 � - 6 BRC, NO UNI£55 OTHERWISE TYPICAL TRUSS END ALL SPAWG IS 2e MM EXC4PF AS 910MN. 00 NOT COT ON ALIFA TRUSSES W1XWT" "DIORIATON FROM TIIs OFFICE. THIS OFRCE MUST BE NOTRIfD WIHLN 10 DAYS OF SHPMENT OF MY BRMOTI CWPOtFNIs ANO/OR WSSIND PIECES. NO BAO(OHARGES WLL BE HONORED. 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ON OS P.ff/d NN In1R 1 .VL BY u10 wMWxOa w mIs PA¢ AxD AwaE ro ¢Haan RY IMaE 9ai➢ IenE wre Iawmm mYs smMNr DAIe f AONIL mua5 sin DATE a eAsn w am aRwxr aMvaT � COMPONENTS, LLC se Blvd. 34736 9-9429 RANEY COMPONENTS Qney 19900 Independence Blvd. Groveland, FI 34736 On1�lOneJVS, LLC one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS0105A Printed: Fri, Oct 11 2019 —Job information: Address. EORRsmeend License Number: customermue: Creekside Lot 1051A DR Horton 9300 Potomac Or Description: C/N Stale ZIP: 4EBB 1828-Cali °C' Fort Pierce, FL —Loading Information: Floor Lows: Roo/Loads: TCLive: TCDead: BCLIve: Bolles@ TC LIve: TC Dead: I SCLJw: accent. 20 7 0 1 10 0 0 0 0 Bldg. code. Mnd Std: Wind Speed: Bldg Useage: Building Type: WNd Type: FBC 2017 RES ASCE 7-10 . 160 Residential - CAT II C M WFRC & C&C w1M Pages or sheets covered by this seat from: 1 thru 24 Total 24 # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO If DESCRIPTION SEONO 1 Al 2 AIA 3 A2 4 A3 5 A4 6 As 7 A6 8 A7 9 A6 10 A9 11 A10 12 All 13 Al2 14 A13 15 A14G 16 A15 17 A16 18 B1GE 19 CIGE w ER 21 CJ5 22 CJ3 23 CJ1 24 HJ7 RECEIVED FEB 44 2020 ST. Lucie county, Permitting j,.'„' 'Z Digitally signed by r�5 nuel yti +i' r Manuel Martinez No 47182��p��l�ne 'ae 2019.10.14 ���V/�� 09:4Z:44-04'00' ti STATE OF jAA sgaaAt.x �QM5sss%ww1cx" N 4a.ueNnNim. YY.1 W, 1M!]em3idtffi ravNNavduaseadw60 fN Wt+LLt deawrtN�uBNNydwydc ate. Page 1 of 1 SEON:668252/T70/COMN Ply:1 Job Number:36CS0105A I FROM: AH Oty: 11 4EBB 1828-Cali °C' /DR Horton /4EBB 1828-Cali "C' ,DR Horton DRW: Wgt: 224.O Ibs Truss Ube]: Al / ... 10/11/2019 � 644 4+T70'a6it '15 �1596'10' 6315 517 4 +316T4 6'4.9 SEAT PLATE REG. e2X4 EE4X6 -3X4 =3Xa �3X4 =4M li SE TPLATE REQ. 39'a' F1T E213 I '3 +4� 19910' + 25T1 +2TBT'S'3 F 392'813 Fly 121 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' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 h TCDL: 4.2 psi PODL: 5.0 psi MWFRS Parallel Dist:0 to h/2 C&C Dist a: 3.97 ff Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 - Bot chord 2x4 SP#1 Webs 2x4 SP #3 Bracing (a) Continuouslateral restraint equally spaced on member. Or 1x4'f" reinforcement. 80% length of web member. Same species &SRB grade or better, attached with 8d Box or Gun (0.113°x2.5',min.)nails 0 6-oc. Loading Truss passed check for 20 psi additional bottom chord live load in areas with 42°-high x 24°-wide clearance. Wind Member design based on both MW FRS 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 / Miss Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CS1 Criteria PP Deflection in loc Udefl U# VERT(LL): 0.187 O 999 24 VERT(CL): 0.333 O 999 18 HORZ(LL): 0.078 L - - HORZ(TL): 0.140 L - - Creep Factor: 2.0 Max TC CSI: 0.666 Max BC CSI: 0.600 Max Web CSI: 0.593 Mfg Specked Camber: VIEW Ver: 17.02.02.1208.15 400tsassrsmmscxAaoEreT9mmP9 r.a.amxun;ra�+w m � a ww, npc.�exrtmiwib�fNs+s.• emq+vwi wwseaPuau«em,.wea,mew�w.e�xa.4 �a mdlm w.rw.mauownm»mnae Mwmmdm,aac LOW ALL NOTES ON THIS DRAW INGI TO ALL CONTRACTORS INCLUDING THE INSTALLERS I 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1654 A /- /961 [709 /445 J 1654 A /- 1961 /709 /- Wind reactions based on MW FRS B Big Width =8.0 Min Req=2.0 J Big Width =8.0 Min Req=2.0 Beadnas B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G 1114 -1906 B - C 1492 -3056 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 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-R 2573-1193 O-N 2105 -826 R - O 2670 -1193 N - M 2671 -1195 O - P 2670 -1193 M - L 2671 -1195 P-0 2104 -801 L-J 2674 -1194 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R-C 276 -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 1385 - 751 BEON:66B255/T13/COMN Ply:t Job Number: 36CS0105A FROM: AH Dry: 7 4E88 1828-Cali "C" /DR Horton /4E8B 1828-Cali'C" ,DR Horton DRW: Wgb 260.4 Jos Truss Label: AIA / ... 10/11/2019 6'4'9 +T160614'5'4'159 I 15'5'9 + 6'4+ 26'93199 e3'3 228-121 �9'6 � SEAT PLATE REO. SEAT PLATE REO. 39'8' Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Sell it: 2.00 Load Duration 1.25 Spacing: 24.0 " Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Bracing 1' 6'2'13 5'9'3 2'0'1�2'10' 6'2'13 F 12' I14'0"1Pi 19'10" + 22'8'� Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzb NA Mean Height: 15.00 ft TCDL: 4.2 psi BCDL: 5.0 psi MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 (a) Continuous lateral restraint equally spaced on member. Or 1 x4 T' reinforcement. 80 % length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails 6" oc. Wind Member design based on both MW FRS and C&C. 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 Fee: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in too Udell U# VERT(LL): 0.244 G 999 240 VERT(CL): 0.457 G 999 180 HORZ(LL): 0.128 M - - HORZ(fL): 0.240 M - - Creep Factor: 2.0 Max TC CSI: 0.613 Max BC CSI: 0.599 Max Web CSI: 0.980 Mfg Specified Camber: VIEW Ver.17.02.02.1208.15 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1561 /- /- 1960 1708 /445 K 1561 /- /- /959 1708 /- Wind reactions based on MW FRS 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 (Ibs) Chords Tens.Comp. Chords Tens. Comp A- B 27 0 G- H 1424 -2568 B - C 1489 -2859 H - 1 1743 -3379 C - D 1225 -2257 I - J 1722 -3418 D-E 1252-2218 J-K 1477 -2841 E-F 1112 -1740 K-L 27 0 F-G 1509 -2514 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-U 2497-1190 R-O 20 -9 U - T 2494 -1190 P - N 2985 -1303 T-S 2494 -1190 O-M 36 -15 S-R 1920 -800 M-K 2477 -1179 f;jq>Xttiid$ll� V+w.��Jf16 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. No 047962 U-C 276 -5 P-G 195 -122 :.rt. C-S 416 -608 P-H 601 -1075 ' S - E 463 -160 H - N B07 -357 E-R 494 -720 N-O 114 -4 TAT QI j(f�y F - R 42 N - M 2557 -1218 . �±l b. F - P 1098 2273 -1098 N - J 527 -162 (olq'A' ..-* ,y'si R - P 1879 -657 M - J 390 -685 4901335828SO4p9C3CA4pf GE]9fiamf9• emnncunawu ycyeaw mew+aw+vuanui n tA-�aau+tsn w emxw.xa,.�mta awL rm»e�a uatausnaw�t�udxd vmt4 .mmv"w.,me�ouen Wam�eN�emaimwyeieecu as INCLUDING THE INSTALLERS SEQN: 668250 / T9 / HIPS Ply: 1 Job Number: 36CS0105A FROM: AH Only: 1 4EBB 1828-Call "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW: Wgt: 246.4 lbs Truss Label: A2 / ... 10/11/2019 i 64'8 FT106T 4? f9 +208 9 I 31'10' I333'd 398' 6'4'8 16 d'5'14 69'9 18 6'P9 4'69 1We — =5x6�5x6 F G Il =3X4 =3X6 =3X8�3X4 =3X6 =3X4 112X4 SEAT PLATE REG, 1' 6'2'12 5'109 39'8' 1'11'} 5'1"12 1'6' S' 1'11".t} SEAT PLATE REQ. 5'10'3 6'212 1' F 62"12 12'0'15 14' 1 19'1"12 I 11 25'6" 2]T1 NE �- 39'8" Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Deb/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7.10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.156 P 999 240 LOG Rt / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.292 P 999 180 B 1561 /- /- /964 /710 /428 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 M - - K 1561 /- /- /964 1710 /- Des Ld: 37.00 EXP: C Kn: NA HORZ L : 0.126 M - - �) Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 It Code / Misc Criteria Creep Factor: 2.0 B Br Width = 8.0 Min Req = 1.8 9 Soffit: 2.00 TCDL: 4.2 psf BldgCode: FBC 2017 RES ax MTC CSI: 0.444 K Big Width = 8.0 Min Req = 1.8 Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.536 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Spacing: 24.0 C&C Dist a: 3.97 it Rep Fee: Yes Max Web CSI: 0.665 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): -- Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A-B 27 0 G-H 1149 -1820 Lumber B-C 1500-28M H-I 1352 -2348 C- D 1333 -2384 I -J 1333 -2385 Top chord 2x4 SP #1 D - E 1351 -2345 J - K 1500 -2823 Bot chord 2x4 SP#1 E-F 1145-1814 K-L 27 0 Webs 2x4 SP#3 F-G 1101 -1552 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4 "T" reinforcement. 80 % length of Chords Tens.Comp. Chords Tens. Comp. web member. Same species & SRB grade or better, B - T 2458 -1193 P - O 2059 -951 attached with 8d Box or Gun (0.113"x2.5",min.)muls @ 6" oc. 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 C&C. ;9�.1�#�+yMg��o Q P 1Fi47 603 YOFEN '�..•. eQv_i°orro �f`T Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. ft „ Webs Tens.Comp. a t4071� skis T-C 216 -6 G-P 537 -311 C - S 309 -440 P - H 474 - 697 r.,C1i «tea S-E 426 -151 H-N 427 -153 STATF .$u1 E-Q - N-J 6 -438 .. • om✓s9Z:'.4`P :. _:. ot�:•.+<a� F-Q Q-G 541 541 -377 377 317 -297 J-M 21276 -8 asmse sale sososc xaace ce ]aasra m. rtytt omrnr<. a.amaw+am+..znrr xw! ma. mrc.arae,a nsoxeou maaarmu:s.ntYmd waa wde.cw muea«memmr+x+vmx amm "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an r� SECA) for saty practices prior to performing these functions. Installers shall provide temporarryy BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathin0 and bottom chord shall have a pro pperly �id ceilln Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, e. App y lat s to each face, otPtruss and position as shown above and on the Join l Details, unless noted otherwise. hefer to 60A-Z for sQan�and plate positions. vision of ITW Buildin Components Group Inc.. shall not be responsible for any deviation from this diawidq an� failure to build the lformance with ANSV7PI 1, or for handling shippin�, installation and bracing of trusses. A seal on this raw ng or cover pane drawing, indicates acceptance of grotessiona engineering responsibility solely for the Resign shown. The suitability, SEQN: 668257 /T1 / COMN Ply: 1 Job Number: 36CS0105A FROM: AH Qty: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C° ,DR Horton DRW: Wgt: 240.8 lbs Truss Label: A3 / ... 10/11/2019 B4'8 T70' 12'4'9 18'OY 21715 2T37 31'97 33'3' 3a'8" 6'4'8 1'6' 4'6' ST8 3'T16 5'T8 4'6' 1'6' 6'4°8 =6X6 SEAT PWTE REQ. SEAT PLATE REQ. Ft' 6'2°12 5'10'S 11140'1 4362 1 0 48' 2"2 1� 9S 6'381 6'2"12 12'1' 181'3 RE33S4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria AMaximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.155 P 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.291 P 999 180 B 1561 /- /- /965 l711 /408 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - K 1561 /- /- /965 /711 /- Des Ld: 37.00 EXP: C Kzt NA 0.125 M - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 it TCDL: 4.2 psi Code Code/Misc Criteria Creep Factor: 2.0 B Brg Width =8.0 Min Req=1.8 Soffit: 2.00 BCDL: 5.0 psi Bldg Code: FBC 2017 RES Max TC CSI: 0.401, K Br Width = 8.0 Min Re 9 q = 1.8 Load Duratiod:_].25 MWFRS Parallel Dist 0lo h/2 TPI Sid: 2014 Max BC CSI: 0.490 Bearings B & K are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 it Re Fee: Yes Max Web CSI: 0.565 P Bearings B & K require a seat plate. ' dwal Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 A -B 27 0 G-H 1217 -1885 Lumber B - C 1534 -2827 H - I 1383 .2340 Top chord 2x4 SP #1 C - D 1363 -2379 I - J 1364 -2379 Bat chord 2x4 SP #1 D - E 1382 -2340 J - K 1534 -2826 Webs 2x4 SP#3 E-F 1212-1877 K-L 27 0 F-G 1159-1618 Bracing (a) Continuous lateral restraint equally spaced on _ Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4'T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113°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 -955 N - M 2459 -1245 Wind R-O 2050 -956 M- K 2462 -1245 Member design based on both MWFRS and C&C. y;{i41/30ftPYr l4 r/ t'Af,s�` dta Q - P 1615 -685 eOti,� ��$a'•. �'sy, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 7182 T - C 222 -6 G - P 560 -327 w C-S 316 -453 P-H 445 -644 S-E 411 -155 H-N 410 -156 w: u'tA E-Q 445 -644 N-J 315 -452 . RGra F - Q 558 -357 J - M 223 - 8 Q -G 250 -243 "IMPORTANT'* FURNISH THIS 49015D58ffiSD3a9CXtaCEDE la5Bm F9 dm"avem�sp�nan mrewuar,wumet rc�i� uc wnseim c�mn�..�w.u.Pa sw.v Mm3aPksdrteCmnexMnps¢yulat wW tl �aacvsi �ameww«,vvnn."r.r=wm czm as THE INSTALLERS SEON: 668248/T8/HIPS Ply:1 Job Number: 36CS0105A FROM: AH City: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW: Wgt: 238.0 lbs Truss Label: A4 / ... 10/11/2019 6'4'9 T10'y 12'46 1.7' 22'6' 27'3"e 31'99 33'3'7 39'e' 6'4"9 �1'6 4'S"15 + 49"a 5'4" F 4T8 4'S95 �6X6 a2X4 =3X4 =3X6 =3X8 =3X4 =3X6 =3X4 1I2X4 SEAT PLATE REQ. 1' 6'2"131'11" F 6'2'13 IZI. 39'e" 5'6'4 3' 14' 3'192 t• 22�258 1'11"R 1~2� ~T� SEAT PLATE REQ. J 5'10'3 6'2'13 1' 33'S'3 + 39'8' i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.155 P 999 240 Loa R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.290 P 999 180 B 1561 /- /- /965 /712 1387 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - K 1561 /- /- /965 /712 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ )L 0.125 M - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 it Code/de: Criteria Creep Factor: 20. B Br Width = 8.0 9 Min Re 1.8 q= Soffit: 2.00 TCDL: 4.2 psi Bldg Code: FBC 2017 RES Max TC CSI: 0.379 K erg Width = B.0 Min Req = 1.6 Load Duration: 1.25 BCDL: 5.0 psi P MW FRS Parallel Dist: 0 to h/2 TPI Sttl: 2014 i Max BC CSI: 0.453 Bearings B & K are arigid surface. Bearings B & K require a seatatplate. Spacing: 24.0 " C&C Dist a: 3.97 N Rep Fac: Yes Max W eb CSI: 0.685 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 itFT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A -B 27 0 G-H 1269 -1955 B-C 1550-2830 H-1 1397 -2334 Lumber C - D 1378 -2373 I - J 1378 -2373 Top chord 2x4 SP #1 D - E 1397 -2334 J - K 1550 -2830 Bot chord 2x4 SP #1 E-F 123-1 K-L 27 0 Webs 2x4 SP#3 F - G 1203 -1695695 Wind Member design based on both MW FRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-T 2465-1239 P-0 2043 -1000 T - S 2463 -1239 O - N 2043 -1000 S - R 2043 - 970 N - M 2483 -1267 1 ,41Ili# � dJ/� R - 0 2043 - 970 M - K 2465 -1257 r� MAR O-P 1693 -751 YG;.,..... rj, �� 1� Maximum Web Forces Per Ply (Ibs) yc- • aFr,. Webs Tens.Comp. Webs Tens. Comp. S Ntip1Q ° y A f9 4„ Y T-C 230 -6 G-P 564 -328 C-S 324 -466 P-H 412 -560 `Z-0. C S-E 383 -160 H-N 382 -161 py V V. STATE OF y E - O 412 -580 N - J 324 -466 s.0 „y4{,re F-O 561 -334 J-M 230 -8 4 �6�.."._"hr�_..fl�:: y O-G 231 -227 4Dm5a5affi 6D309aAA4GE � J968FD F9 FgvxmwwuLSuscuA aunneF. AM-LCf4iiflYm4Nikl¢[EiY1SAM W'$iiWtl 6NM4om m'N.. •v�slc�FelYaPrvv. umaa +Sac uabd MVM#hi i..atfavmtlarmFOYhars k ALL NOTES ON THIS DRAWING! FURNISH THIS stramt of wens snan nave oraclnp mstaneo per ei as shown above and on the Join Details. unless failure to build the ig or cover pa e wn. The sul ability any SE0N: 668259 / T15 / COMNIPly:1 1 Job Number: 36CS0105A FROM: AH Qty: 1 14EBB 1828-Cali "C" /DR Horton MESS 1828-Cali "C" ,DR Horton DRW: Wgt 254.8Ibs I Truss Label: A5 I ... / ... - 10/11/2019 ' 6'4'9 FT10'8 12'4'B I 1fi'0'1 F 19'10' + 23T15 1 2T37 3159 I33'3T 98 6.4'9 16• 4'6' 3'TB 3'9"15 3'9'15 3T8 4'6" 1'6' 6'4'9 102X4 3X4 =3X6 =3X4 anus =3X4 =3X6 =3X4 102X4 SEAT PLATE REO. SEAT PLATE REQ. F1'+ 6'2'13 1'11' L 3'9'15 319'15 2'0'1 _ 5'10"4 6'2'13 1' 6'2"13 12'1' t4' �T0'1.I 19110' + 23T15+tea 1'109 oaoa 20 3 11- 1' 6'0'i 276.1 Loading Criteria (psf) 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 #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 pat MWFRS Parallel Dist: 0 to 11/2 C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 If GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. "IMPORTANT— FURNISH 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(0)110(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.154 G 999 24 VERT(CL): 0,289 G 999 18 HORZ(LL): 0.066 N - - HORZ(TL): 0.125 N - - Creep Factor: 2.0 Max TC CSI: 0.383, Max BC CSI: 0.454 - Ma : Web CSI: 0.566 Mig Specified Camber: VIEW Ver: 17.02.02.1208.15 mmsessuwao xxA4oe6E Tseam m n1n. �. m>wlaa m amemroxmaeumtavu.i sae. mmxawa.a�eaoo�vwrm..,ce,eu.sem was au exiswa.: aa�:�cvas.uta w�ea..egemc¢meec as THE INSTALLERS ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1561 1- 1- /964 /713 1367 L 1561 /- /- /964 1713 /- Wind reactions based on MWFRS B Brg Width =8.0 Min Req=1.8 L Brg Width = 8.0 Min Req = 1.8 Bearings B & L are a dgid surface. Bearings B & L require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A- B 27 0 G- H 1264 -1827 B - C 1561 -2830 H - 1 1326 -2020 C - D 1395 -2372 I - J 1413 -2333 D - E 1413 -2333 J - K 1395 -2372 E - F 1326 -2020 K - L 1562 -2830 F-G 1264-1827 L-M 27 0 Maximum Bot Chord Forces 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 2041 -984 P-0 2041 -1013 T - S 2041 -984 O - N 2464 -1284 S - R 1755 -776 N - L 2466 -12114 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp V-C 232 -6 R-H 258 -183 C - U 325 -469 H - Q 546 -351 U-E 373 -161 Q-1 409 -558 E-S 409 -5% 1-0 373 -161 F-S 546 -351 O-K 326 -469 F-R 257 -182 K-N 232 -8 G-R 190 -217 SEON: 668246/T7/HIPS PIy:1 Job NUmtler:36CS0105A FROM: AH Oty: 1 4EBB 1828-Cali "C' /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW: Will: 254.8 lbs Truss Label: A6 / ... 10/11/2019 6'4'9 T10'V 12'4'7 15' 19'10" 24'8" 2T3'9 31'9"8 33'3"7 39'e" r 6.4.9 F1—fi:r 4,5.14 '�- 2.7.9 -F 41'0" -F 4.10.. F-F 4�5.15 .6.1' 6.4.9 -i SEAT PLATE RE4. =3X4 =5X6 82X4 =3X4 =3X6=3X4 =-3X8 =3X4=3X6-3X4 02X4 SEAT PLATE REQ. 39,81, 1' 6'2"13 5'10"2 1111, 4'10" 4'10" 14'10" 11 5'10"2 6'2"13 1' F T 6'2"13 I 12'0 y 1 24'8' '25'8"1'11 r 33.5"3 39'8° -r'( H y Loading Criteria (psf) Wind Criteria SnoW Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT:N) TCDL: 7.00 Speed: 160 mph Pf: NA Cc: 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. 10.00 TCDL 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Fac: Yes Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MW FRS and C&C "IMPORTANT* IFi 1, or torn acceptance any a ructurs Defl/CSI Criteria PP Deflection in loc Udell 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 Specified Camber: VIEW Ver: 17.02.02.1208.15 y 60M5058}a 5e3a9CXA40f [f �440 FO H: zawexnxuma�+em vaaa W mnue,wam,e. 1f{H.LLeClal)m WCe4t�Yil u4b YA.ri SFLl uaa.uY.aScnMc .mscsspn d ttxsmmem •a eacsrraa =m mixa w oaswa,mwn+uamamaetemuet rn ®r.ka,mu 1 1 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1561 /- /- /962 1714 /346 L 1561 /- /- /962 /714 Wind reactions based on MW FRS B Brg Width =8.0 Min Pact =1.8 L Brg Width = 8.0 Min Req = 1.8 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1334 -1958 B - C 1577 -28V H - I 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 -2832 F- G 1334 -1958 L- M 27 0 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - V 2467 -1273 R - 0 1831 -864 V - U 2465 -1273 0 - P 2039 -1026 U - T 2039 -996 P - O 2039 -1026 T - S 2039 - 996 O - N 2465 -1302 S - R 1831 - 835 N - L 2467 -1302 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. V-C 235 -6 R-H 278 -172 C - U 327 -473 0-1 404 -522 U - E 351 -161 H - 0 546 -372 E-S 404 -522 1-0 351 -161 F-S 546 -372 O-K 328 -473 F - R 278 -172 K - N 235 -8 G - R 247 - 290 SEON: 668262 / T25 / COMN Ply: 1 Job Number: 36CS0105A FROM: AH Dry: 1 4EBB 1828-Cali "C' /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW: Wgt: 218.4 Ibs Truss Label: A7 / ... 10/11/2019 6'4'7 T10" 14'0"l 19'10' 25'T75 31'9'7 33'3'r9 39'8' 6'4'7 } 1N 6'1'8 5'9.15 5'9'15 61'8 F1'6" N o5XB 102X4 �_5X8 E F G 102X4 =3X6 =3X4 =3X6 =3X4 =3X6 It X4 SEATPIATE RED. SEAT PIATE RED. FT 6'T71 5'9"55'9"15 5'9"15 2'01 5'9"5 6'2"11 1� 6'2'l1 12 140' 19'10' 25'7Y5 2T8' 33'5"5 Loading Criteria fps0 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 #3 Bracing Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00It TCDL: 4.2 psf BCDL: 5.0 psi MWFRS Paralio-1 Dist: 0 to h/2 C&C Dist a: 3.97 It Loc. from endwall: not in 4.50It GCpi: OAS Wind Duration: 1.60 (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T' reinforcement. 80 % length of web member. Same species & SRB grade or better, attached with Ed Box or Gun (0.113"x2.5%min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. 651 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Stdi 2014 Rep Fee: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE Dell/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.164 F 999 240 VERT(CL): 0.308 F 999 180 HORZ(LL): 0.069 L - - HORZ(TL): 0.130 L - - Creep Factor: 2.0 Max TC CSI: 0.592 Max BC CSI: 0.603 Max Web CSI: 0.354 Mig Specified Camber: VIEW Ver: 17.02.02.1208.15 EUM 40e15B56I85DBD9eXA4DE gE l968m F9 +ruavexrNNsam ra¢aYaw»vanmws.. H� tp.uSlsslw HtbYux`isnoCtwvbyaSx41 wa w %a w.eav=waa+,mmwxra.s,t.maa wnaswiir. muNUNtlmmxdxum¢ TO ALL per ut unless i 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1561 /- /- /958 /715 /326 J 1561 /- /- /958 1715 /- Wind reactions based on MWFRS B Brg W idth = 8.0 Min Req = 1.8 J Erg Width = 8.0 Min Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1404 -2093 B - C 1617 -2856 G - H 1376 -2223 C - D 1350 -2262 H - I 1350 -2262 D - E 1376 -2223 I - J 1616 -2856 E- F 1404 -2093 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2494 -1317 O - N 1937 -952 R-0 2491 -1317 N-M 2491 -1346 O - P 2491 -1317 M - L 2491 -1346 P - O 1937 -922 L - J 2494 -1346 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R-C 273 -5 O-G 286 -177 C - P 427 -600 G - N 464 -172 E - P 464 -172 N - I 427 -600 E - O 286 -177 I - L 273 -4 F-O 221 -283 to build the over pa e the suf ability SEON: 668243/T6/HIPS Ply:1 Job Number: 36CSOI 05A FROM: AH Cry: 1 4EBB 1828-Cali'C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton Wgt: 212.81bs I Truss Label: A8 6'4'9 677 6'10' 16110" ' aa5X8 =3X4 =5X8 D E F DRW-' / ... 10/11/2019 33'3"7 39'e° _ 6'7°7 + 6'4'9 6X4 =3X4=3X6 =3X8 =3X6-3X4 g2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39W F1' 6'2"13 63 1' 19 0' 5'10' 1' 6'9"3 6'2"13 1'� 6'2'13 13' 74 19'10" 258' 26' ' 33'5'3 39'8° Loading Criteria gisq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzc NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 fist Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MW FRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 But chord 2x4 SP #1 Webs 20 SP #3 Wind Member design based on both MW FRS and C&C. i 1 Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity Ph NA Cc: NA VERT(LL): 0.172 E 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.321 E 999 180 B 1561 /- /- /953 /716 1305 Snow Duration: NA HORZ(LL): 0.069 J - H 1561 /- /- /953 /716 /- HORZ(TL): 0.128 J - Wind reactions based on MW FRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.446 H Brg Width = 8.0 Min Req = 1.8 TPI Std: 2014 Max BC CSI: 0.558 Bearings B & H are a rigid surface. Rep Fac: yes Max Web CSI: 0.564 Bearings B & H require a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A-B 27 0 E-F 1502 -2274 B - C 1623 -2836 F - G 1425 -2325 C - D 1425 -2325 G - H 1623 -2336 D- E 1502 -2274 H- 1 27 0 d No 047182 $r t 7k 1 :_ STATE OF mmsaserssomscxAeorce mcem m .amuma.x. rmx,,wv.aw.aeuFm r„mcmt�e.a�m.,e wta mC1M Va-S,uAemm-smL mvetMwrY+M a.gJuLu% emim Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2472 -1319 M - L 2006 -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 to build the SE0N: 6682641 T23/COMN Ply:1 Job Number: 36CS0105A FROM: AH Oty: 1 4EBB 1828-Cali'C' /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW: Wgc 207.2 lbs Truss Label: A9 / ... 10/11/2019 L 6'4'9 1 12'0"1 19'10' + 2TT15 33'3'7 F 39'8' , 6'4"9 5'7.8 T9°15 T9"15 5'7'8 6'4'9 25X8 1112X4 �5X8 D E F W2X4 =3X4 �3X6 =3X8 =3X6 =3X4 N2X4 SEAT PLATE REG. SEAT PLATE REO. 39'8" 59°46"13 290 I 1'14910- 877133'5'3 + 8'3 1' Loading Criteria (,0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: i.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psi BCDL 5.0 psi MW FRS Parallel Dist: h/2 to h C&C Dist a: 3.97 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. of Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NP Pf: NA Cc: NA Lu: NA Cs: NA Snow Duration: NA Code / Mist; Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE E Defl/CSI Criteria PP Deflection in Joe Udell U# 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: VIEW Ver: 17.02.02.1208.15 66015B58ffi Sa30eCBCA30P�79e3 Far9 tigueaa eimawmw,vmmi W iii-�Y.NROimmdaazNeuHaw etlsV Awi �d Pfrnsda9YxdHalmrsrtwm9fm.'ISn:iy�88d wYQ and>nvus �mawmMwkSmmr�etve+A[ aofv. TO ALL CONTRACTORS 1 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1561 /- /- /947 l717 /285 H 1561 /- /- /947 1717 /- Wind reactions based on MW FRS B Brg Width = 8.0 Min Req = 1.8 H Brg Width = 8.0 Min Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-B 27 0 E-F 1616 -2483 B-C 1631 -2819 F-G 1476 -2392 C - D 1476 -2392 G - H 1631 -2819 D-E 1616-2483 H-1 27 0 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2454 -1322 M - L 2090 -1066 P - O 2452 -1323 L - K 2080 -1066 O - N 2080 -1036 K - J 2452 -1352 N - M 2080 -1036 J - H 2454 -1352 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp P-C 210 -6 M-F 508 -321 C - O 328 -426 F - K 433 -168 D - O 433 -168 K - G 328 -426 D-M 50B -321 G-J 210 -8 E-M 364 -462 SEQN: 668240 / T5 / HIPS I Ply:1 Job Number: 36CS0105A FROM: AH City: 1 4EBB 1828-Cali "C' /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW: Wgb 212.8lbs Truss Label: A70 / ... 10/11/2019 6'4'9 11'. 16'11'4 21' 22'7' 28'8' 33'3"7 39'8" 4T7 511"4 4'012 +1 7"r 6'1' 4T7 F 6.4.9 --5X8 012X4 =3X6=3X4 =5X8 D E F G H 2 T 6 p m g53X4O IS3X4 0 N 1 4X6(A2I B J-4X6(A2) ate. A K S R O P O N M L IO2X4 -3X4 =3X6 =3X8 =3X4 =3X6 =3X4 1112X4 SEAT PLATE REQ. :AOU& NA14A411 1' 62'13 4'9°3 3' 2'11"4 5'11"4 2'9"8 3' 4""3 6'2'13 1• F INN93 + 11' 14' 16'11.4I 22'10.8 + 25'8"+ 28'8' {� 3TY3 {� 39'8" F T in l Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,PP in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Of: NA CAT: NA PP Deflection in too Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Cc: NA VERT(LL): 0.191 E 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.359 E 999 180 B 1561 /- /- /940 1718 /264 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 L - J 1561 /- /- /940 /718 /- Des U.EXP: C Kzt: NA HORZ TL 0.132 L - ( ) Wind reactions based on MW FRS CL 10.00 NCBCLL: 10.00 Mean Height: 15.00 k Code / Misc Criteria Creep Factor: 2.0 B Br Width = 8.0 9 Min R 1.8 eq = Soffit: 2.00 TCDL: 4.2 psi BldgCode: FBC 2017 RES Max TC CSI: 0.384 J Big Width = 8.0 Min Req = 1.8 Load Duration: 1.25 BCDL: 5.0 psi P MWFRS Parallel Dist: 0 to h/2 TPI Sttl: 2014 Max BC CSI: 0.487 Bearings B & J are rigid sat plat Bearings B & J require a seat plate. Spacing: 24.0 ° C&C Dist a: 3.97 It Rep Fac: Yes Max Web CSI: 0.487 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02 02 1208 15 A - B 27 0 F - G 1684 -2611 Lumber B-C 1644-2814 G-H 1676 -2599 C - D 15M -2445 H - 1 1522 -2445 Top chord 2x4 SP#1 D-E 1684 -2611 I-J 1643 -2814 Bet chord 2x4#7 E-F 1684-2611 J-K 27 0 Webs 2x4 SP #3 We Wind Maximum Bat Chord Forces Per Ply (Ibs) Member design based on both MW FRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - S 2448 -1332 O - N 2134 -1115 S - R 2446 -1332 N - M 2134 -1115 R - O 2134 -1085 M - L 2446 -1361 Q-P 2134-10M L-J 2448 -1361 1,q, P - O 2616 -1373 g1�tt441111 :Trj�+ry Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Z No 049482 ; S-C 198 -8 G-O 274 -327 , . ® C - R 299 -377 O - H 642 -397 4 D - R 373 -177 H - M 369 -176 ':« ice® D-P 653 -405 M-1 298 -377 ®-y; STATE. OF gjp� P-G 109 -106 I-L 199 -10 a.^*. :-iJ.w E-P 270 -323 'IMPORTANT°' amsasaxswsoscscA4oe oe 7seemrs. M lu.[tufl311 eamsnSwf Wac°arlswl aulcM=avn�wta flb4¢SnpMMYO{py.�gq xeMany&wOv�alm4 e&frQ vA Lb Swb axatlsYaveniGOt fNt p a2p4 en m(�kmnR ¢viu. as failure to build the Ig or cover a e wn. The ui ability SECN: 668296 / T24 / HIPS I Ply: 1 1 Jab Number: 36CS0105A .I FROM: AH Cry: 1 4E88 1828-Cali °C° /DR Horton /4EBB 1828-Cali "C° ,DR Horton DRW: Wg I Truss Label: All / .. 10/11/2019 '4 °1 F 169+2311 2'715 34'4°12 39'8' f +0 '1 6933'4'8'12 5'3'44 4896{ { e5X8 =3X4 ==-5X6 95X8 D E F G 12 6 m F71- �2Xlc H o2X4 e iN =4XSA ) B I —_a �s(A2) 3M z P O N M L K =3X4 =3X6 =3X4 =3X8 m3X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8' F1'+ 10'0°1 +1'11'* 4'S'8 + 6.73 + a•r4 1.1 r1$ 10'o"t 1P0"1 12' 16'5'8 23'0°12 2T8° 29'T1 39'8- Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCOL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration:d.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7.10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psi MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 it 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: NI 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)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in too Udell U# VERT(LL): 0.211 F 999 240 VERT(CL): 0.395 F 999 180 HORZ(LL): 0.072 K - - HORZ(TL): 0.135 K - - Creep Factor. 2.0 Max TC CSI: 0.460 Max BC CSI: 0.736 Max Web CSI: O.626 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 T m N 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1561 /- /- /931 l719 /244 1 1561 /- /- 1931 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 surface. Bearings B & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G 1821 -2860 B - C 1692 -2808 G - H 1555 -2540 C - D 1556 -2540 H - I 1692 -2809 D-E 1812-2845 I-J 27 0 E - F 1820 -2860 Wind Maximum But Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - P 2456 -1386 M - L 2223 -1174 P - O 2224 -1145 L - K 22M -1174 O - N 2224 -1145 K - 1 2457 -1416 N - M 2866 -1530 11111111111pt"J E AA I�yi�f Webs Maximum Tens.Comp. Per VW bs (Ibs)Tens. Webs ♦��,'`.a� ..Q.,T Comp. C - P 276 -266 M - G 801 -498 NO 047182 D - P 399 -129 F - M 293 -358 D-N 789 -490 G-K 402 -129 N-E 300 -365 K-H 276 -266 E-M 100 -96 STATE OF aamsassm wso scxAa grce nae ro ro vim-u.:.enlm�ivem �m4+pw.� �N` rensa«anau=ew.our.eamnamna�.amd w.tra xYtlnLWiuMwkryentm„mtMautlW m.pYJmrwx antis **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I uire extreme care in fabricating,handlin4 shipping, installing and bracing. Refeer to and follow the latest edition of BCSI Building t Safery Information, b TPI an SBCA) tDi safety practices prior to performing Ihass functions. Installers shall provide to pora r BCSI., Unless noted oytherwise,lop chord shall have properly attached stmctural sheathing and bottom chord shall have a proo0erryly id ceilin Locations shown for uermanent lateral restraint of webs shall have bracin installed per BCSI sections B33, B7 or 810, e.- App�y plates to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to SEON: 668229 / T4 / HIPS Ply: 1 Job Number: 36CS0105A FROM: AH Cry: 1 4EBB 1828-Cali'C' /DR Horton /4EBB 1828-Cali "C' ,DR Horton DRW: Wgt: 211.41bs I Truss Label: Al2 / ... 1011112019 TB'12 I1'3'# 5'3"11 + 4T5 '100• 5'6"5 F 5'3'8.1 �t'3' •4 T8'82 3X4-3X61112X4 -3X4 =5X6 12 D_0Ab E F G H T6 IIZX4C — J 1112X4 m 0 v =4X6(A2) B K-4X6(A2) S R O P O N M =3X4 =3X6 =-3X4 -3X8 -3X4 =3X6 =3X4 SEATPLATEREa. SEAT PLATE REQ. 1' T70"8 4'i'8 2'0"3 59"13 5'9"13 2'0"3 4'1"8 T10"8 i' F T10"8 12' 14'0" 1910' 25'7'13 2'T 31'9'8 39'e" 1 in 1 Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) TOLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Gravity' Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.243 G 999 240 Lac Rt / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.455 G 999 180 B 1561 /- /- /921 /720 /223 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 M - - K 1561 /- /- /921 /720 /- Des 37.00 EXP; C Kzt: NA L : 0.139 M - - HORZ(T ) Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 it Code / Mise Criteria CreepFactor: 2.0 B Big Width = 6.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 sl p Bldg Code: FBC 2017 RES Max TC CSI: 0.566 K g Width = Min Req = 1.8 Load Duration: 1.25 BCDL: 5.0 psi MWFRS Parallel Dist: 0 to h/2 TPI Ste: 2 Max BC CSI: 0.560 Bearings B 8 K are a rigid surface. Bearings B 8 K require a seat plate. Spacing: 24.0 " C8C Da: 3.97 it Rep Fee: Yeses Rep Max Web CSI: 0.51010 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A-B 27 0 G-H 2O29 -3246 Lumber B-C 1644-2767 H-1 1873 -2960 C-D 1811 -2719 I-J 1810 -2719 Top chord 2x4 SP #1 D - E 1873 -2960 J - K 1644 -2767 But chord 2x4 SP#1 E-F 2029-3246 K-L 27 0 Webs 2x4 SP #3 F - G 2029 -3246 Wind Member design based on both MWFRS and CBC. Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2395 -1311 P - O 2993 -1625 S - R 2260 -1186 O - N 2260 -1216 R - 0 2260 -1186 N - M 2260 -1216 -........ ... O - P 2993 -1614 M - K 2395 -1340 of Jr•+•++.; +j 'J� Maximum Web Farces Per Ply (Ibs) �\GEp1$-.•�iN-�i� Webs Tens.Comp. Webs Tens. Comp. '��* No 047102 s C-S 405 -328 P-H 329 -187 _ $ $ S - D 489 - 426 H - O 378 -520 ,k • f D - O 944 - 562 0-1 944 -562 # O-E 378 -520 1-M 489 -426 STATE OF :41,, E-Pjw- _18i187 M-J 404 -328 G-P 2329 29 asmsssstssoroscxaaoece 15sa rn m wm-uc «nn1 m m. m. mr.ee...m,r, wi .amaaw.aonewR....+uw.,+4,.e �neum.uH W tiaw-iw,mmmrnmMmMv,a,mhmapi aWn. INSTALLERS iw the latest editi n of SCSI (Building Is. Installers shale provide tempora nd bottom chord shall have a pro erly ad per BCSI sectors S3, B7 or 910, ;, unless noted otherwise. peter to n this drawl nn any, failure to build the eal on this drawing or cover panne (�thedeiign shown. The suitability SEON: 668 FROM: RS Oty: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton Wat: 212.81bs I Truss Label: Al DRW: ... / ... 10/1112019 8'0'1 13'S'12 19' 26'4°1 29' 33'3'8 398" 8'0'1 5'S'11 5'6'4 T4'1 2'7°15 4'3°8 T 25%8 =3X4 2 5 D E F 6 H �-U4 mT n e (a) a a3X6(A1) B Ia3X6(All 137 A J P 01 N M L K 82X4 3%8 =UB 112X4 SEAT PIATE REQ. SEAT PIATE REQ. SEAT PLATE REO. 13'4' 5'8' 20'8" FT+ 8'1"13 8'1'13 +153''I 9"'12 I +1 435"4+ I"+1� 274 1926'2'S 2915'4 3°8 Loading Criteria (psf) TOLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration:1.25 Spacing: 24.0" Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Loc. from endwall: not In 4.50 ft GCpi: 0.18 Wind Duration: 1.60 (a) Continuous lateral restraint equally spaced on member. Or 1 x4 "T' reinforcement. 80 % length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5',min.)nails @ 6" oc. Plating Notes All plates are 5X6 except as noted. Wind Member design based on both MWFRS and C&C. 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 Fee: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defi/CSI Criteria PP Deflection in loc Udell 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 T 1 ♦ Maximum Reactions (Ibs), or'-PLF Gravity Non -Gravity Loc Rr. /R- /Rh /RW /U /RL B 559 A A /385 /260 /257 O° 325 /- /0 1161 /147 /- 1 752 /- /- /531 /342 /- Wind reactions based on MWFRS B Erg Width = 8.0 Min Req = 1.5 O Erg Width = 68.0 Min Req = - I Erg 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 Forces 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 -187 I-J 27 0 E-F 435 -187 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 449 -232 M - L 631 -280 P-O 456 -232 L-K 916 -495 ��gtU1q/I/r O-N 298 -359 K-1 919 -485 I/ N-M 635 -2W i\("iE N$�,•.•:•�(1�� Maximum Web Forces Per Ply (Ibs) •: Webs Tens.Comp. Webs Tens. Comp. No 047162 1 C - P 312 -44 M - F 225 .2 C-O 418 -646 F-L 191 -141 9a, O-D 178 -97 G-L 432 -339 STATE OF D-N 319 -410 L-H 336 -449 ^ E-N 321 -398 H-K 235 -15 ___na:•".C~�. N-F 783-1202 somsaselasososcxAaol:ce nalra es N tR..iKNfLiiNa�� d��..A�/.-Ar. r�•'1 hNmtYamn[a:". pbud({�Irdtldtrxunca ra"d mwmne �nlyd wNr mC Re v.Yi ert.aa'oibateM rtxt N KNN m ay.lu�mis mdn. THE INSTALLERS SE0N: 668238/ T12/HIPS Ply:1 Job Number: 36CS0105A FROM: AH Cry: 1 4EBB 1828.Cali'C' /DR Horton /4EBB 1828-Cali'C" ,DR Horton DRW: Wgt 242.2 lbs Truse Label: A14G / ... 10/11/2019 i Oa'22 T 1 11'6'4 F iT '1 19'�10r 22'8'+ 28'192 32'8' + 3 T 4'6'4 5'S'12 2' 2'10' S'S'12 4'6'4 T =6X8 12 C=6X6 D 6� 'ZZ SEAT PI -AM REQ. SEATPIATERE4. 11'4" y }�— F7 r 64 4. 4.4".. I."x2 Loading Criteria (par) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0' 102X4 e5X6=4X6 012X4 E F G H =6X6 J M i 4'4" SEAT PIATE REQ. II ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B - /-116 /- /30 /- /- S 4524 /- !- /- /2025 /- K 1872 /- /- /- /860 /- Wind reactions based an MW FRS B Brig Width = 8.0 Min Req = 1.5 S Brg Width = 8.0 Min Req = 5.3 K Brg Width=8.0 Min Req=1.9 Bearings B, S, & K are a rigid surface. Bearings B, S, & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: A - B 27 493 G - H 1427 -3199 199 Bat chord 2x6 SP #1 B - C 2586 1160 H - I 1678 -3751 Webs 2x4 SP#3:W42x4 SP 91: C-D 2459-1160 I-J 1628 -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 1 x4'T' reinforcement. 80 % length of web member. Same species & SRB grade or better, Maximum Bat Chord Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113'x2.5",min.)nails Chords Tens.Comp. Chords Tens. Comp. @ 6" cc. B - T 396 -857 P - O 3773 -1705 Loading {111lltttptt T-S 403 -884 O-N 3773 -1705 #1 hip supports 7-0-0 jacks with no webs. i`firj' R - O 1031 -2342 M - K 3139 -1407 Wino ��ENg"•.;R+_�i� G-P m9-1622 Wind loads and reactions based on MWFRS. : T ,"'*i0rr No 047182 "= Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. dt 3 :�� T-C 636 -156 G-P 1513 -630 11 STAT6 OF C-S 976-2197 H-P 433 -539 • <dJ♦ S-D 1490 -2832 P-I 326 -673 rr✓����.'AC40 9P '�C�'`�` D-O 3968-1748 I-N 337 -291 f`�01r&KI A% �l{9%� O-0 395 -461 J-M 625 -145 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 pat MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 it Lac. from endwall: NA GCp1: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,PI In PSF) Pg: NA Ct: NA CAT: NP Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fee: No FT/RT:20(0)/10(0) Plate Type(s): WAVE DefVCSI Criteria PP Deflection in ]cc Udell U# VERT(LL): 0.1441 999 240 V ERT(CL): 0.272 1 999 180 HORZ(LL): 0.022 M - - HORZ(TL): 0.042 M - - Creep Factor: 2.0 Max TC CSI: 0.728 Max BC CST: 0.525 Max Web CST: 0.723 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 4a015a58ffi5g9a9C3CACOF DEM60 m i9 NNr�-aN�'f^N ue uaapumceivNnes R 1AIY.Nn91NbYaYNTY itMwA,1 W41 BRNYAi,mSR. .ax�rw.,au.,r,rwu.,aisweo.<em.a.s wraa aN W fv61 n+3r,Mys,mMeuiNv�YNm W v40m4 44H on I YI 1, or n acce tance any aPructure SEQN: 668303 / Tl l / SPEC Ply: 1 Jab Number: 36CS0105A FROM: AH Qty: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horlon DRW: Wgt: 208.6 lbs Truss Label: A15 I ... / ... 10/11/2019 12 6 p TT 411'15 13''l2 14T119 15.2398" �9l 2"887 44'TA4?3'9 6'47 1 =3X4 =3X6 E FG L U T S' iR=uno i 1a P O N M I —I =3X4 m2X4 =3X4 =4X10 02X4=3X6 e=3X8 112X4 SEAT PLATE REQ. SEATPLATEREQ. SEATPIATEREQ SEAT PLATE REQ. 13'8' 5• 21' F1'+ T7°1z T7°72 ,91'1163'4 48'8°' I 5FS°11 4'5'5 6711 1'625 33'S5 39'8"69 84 5'2L"i 39 29' Loading Criteria (ps6 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.039 N 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.062 N 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.014 M - - Ld: 37.00 C Kzt: NA EXPDes HORZ(TL): 0.027 M - - Code / Misc Criteria NCBCLL: 10.00 can Height: 15.00 it Mea TCDL: 4.2 psf Cr eep ree p Factor: 2.0 Soffit: 2.00 BCDL: 5.0 Pat Bldg Code: FBC 2017 RES Max TC CSI: 0.569 , Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.357 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Fac: Yes Max Web CSI: 0'564 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW V.r: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 ••T" reinforcement. 80%length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MW FRS and C&C. \�\Ottd41ft8lBt y 3a015B5a185D369{9CA6C£DE•T9EBFL F9 "marmxmyubeaam mma W uaununwi Nob-ULNRI}{MbStlt ldt�9N-Nv:Y+r"RYAS PtlG wiCiba� dvaorcmwsaabvtlmacepxs�l waa aaennwae "�awrW�wrNNm.Nma� DRAWING TO ALL CONTRACTORS of T 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 529 /- /- /354 /241 /277 S 687 /- /- /346 1237 /- Q 1302 /- /- 1633 /601 /- K 770 /- /- /528 /350 /- Wind r=amions based on MWFRS B B• Width=8.0 Min Req=1.5 S Brg Width =8.0 Min Req=1.5 Q Brg Width =8.0 Min Req=1.5 K Brg Width = 8.0 Min Req = 1.5 Bearings B, S, 0, & K are a rigid surface. Bearings B, S, Q, & 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 588 -579 H - 1 934 -734 C- D 626 -488 I-J 935 -734 D-E 272 -106 J-K 1161 .1131 E- F 534 -525 K- L 27 0 F - G 534 -525 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-U 451 -388 O-P 657 -571 U-T 445 -329 P-O 652 -571 T-S 444 -325 O-N 652 -571 S - R 340 -262 N - M 947 -886 R - Q 340 -262 M - K 950 -887 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C-U 216 -128 0-H 1513 -1385 U- D 209 -208 P- H 206 - 2 D-T 109 -31 H-N 171 -61 D - S 751 -751 N - J 523 -429 S-E 196 -241 I-N 374 -383 E-Q 500 -398 J-M 223 -31 G - 0 276 -324 failure to build the ig or cover oaue nn. The pulgability SEON: 668310 / T20 / SPEC I Ply:t Job Number: 36CS0105A FROM: RS oty: 1 I 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW: Will; 203.0 lbs I Truss Label: Alb / ... 10/11/2019 ' T �9'11'15+ 735'72 F 18'8• 22'4"1 29' 33'3°B + 39'8' T 2"11.15 3'9'13 4'10.4 3'8°1 6995 4'3'8 B4'8 T 1 SEAT PLATE REQ. SEATPLATEREe. SEATPLATEREQ. i- ITS' j 5' i 21' SEAT PLATE REQ. 1' F + 9F2'1195 I3'4+ 1 F a '.2 3259 3T'722 3'64 8'1' r Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria AMaximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in lcc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.037 M 999 240 Lac R+ / R- / Rh / Rw / U / RL BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.060 M 999 180 B 527 /- /- /338 1239 /317 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.013 L - - P 730 /- /- /339 /273 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ )L : 0.025 L - 0 1229 /- /- /597 /557 NCBCLL: 10.00 Mean Height: 15.00 If TCDL:4.2 psf / Misc Criteria Creep Factor. 20. J /- /358 /- Soffit: 2.00 BCDL: 5.0 sf P Bldg Bldg Code: FBC 2017 RES Max TC CSI: 0.591 FRS Wind reactions based on MWFRS d re o Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.329 B Brg Width = 8.0 Min Req = 1.5 P Brg Width = 8.0 Min Req 1.5 Spacing: 24.0 " P 9 C&C Dist a: 3.97 it Rep Fee: Yes Max Web CSI: 0.513 - O Brg Width=8.0 Min Req=1.5 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified 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 Forces Per Ply (Ibs) Top chord 2x4 SP #1 • Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#1 A-B 27 0 F-G 725 -746 Webs 2x4 SP#3 B-C 644 -570 G-H 929 -813 Wind C-D 696 -515 H-I 935 -793 Member design based on both MW FRS and C&C. D - E 405 -316 I - J 1146 -1160 E- F 724 -746 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Camp. Chords Tens. Comp. {{pO11Jjq!! B-R 442 -392 O-N 623 -570 '����{�t51'•APT� li'J� te..•:i:EN�t,.�Y�..e O-P 382 -304 M-IL 972 -870 P-O 473 -386 L-J 975 -871 No 047102 '�, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. �• Sr C-R 192 -74 O-G 1701 -1524 9 STATE OF R-D 236 -105 N-G 216 -4 . rlJa D -0 D-P 79 -7 916 -804 G- M H-M 137 388 -36 -321 ��y %.�:.��(9,�`/ ,00,,A E-O 1480 I�L 204 � -437 -334 finbalisli F-O 167 -237 .,:u....:umra.•P.aar mar.�,.,,,,.,vA W pt.uc r.wY®W rw,eewilev.,my. wwr attntvma�ma nfivarsgw N rtnlu V [mr ua nw wWMae 4^r! n av41 atd lcLW f aasv+YIDnRE.rvyeMrMaaawY"MNwX failure to build the i or covet pane n. The sulfebility, SEON: 6682311 T2/GABL Ply:1 Job No ber:36CS0105A FROM: AH City: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW: Wgt: 134.4 lbs Truss Label: B1GE / ... 10/11/2019 I— Ta" —+ RY1'4" Pi 1 I 21.W 21'4- 1.'( Loading Criteria (psf) Wind Criteria Snow Criteria'(Pg.Pf in PSF) .Deft/CSI Criteria AMaximum Reactions (ibs), or `=PLF TCLL: 20.00 Wind Std: 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): -0.001 H 999 240 Lac R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.001 AE 999 180 p- 81 /- /- /39 /37 /11 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 J - Wind reactions based on MWFRS Des Ld: 37.00 C K2t: NA HORZ(tL): 0.003 J - P Brg Width = 255 Min Req = - NCBCLL: 10.00 Mea Mean Height: 15.00 it Code / Misc Criteria Creep Factor: 2.0 Bearing B is a rigid surface. TCDL: 4.2 lost Soffit: 2.00 BCDL: 5.0 lost Bldg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.088 A - B 27 0 - J 304 -24 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B-C 87 -120 J-K 253 -21 GCpi: 0.18 Plate Type(s): C-D 80 -90 K-L 202 -23 Wind Duration: 1.60 WAVE VIEW Ver: 17.02 02 1208 15 D-E 105 -71 L-M 154 -43 .Lumber E-F 153 -50 M-N 105 -64 Top chord 2x4 SP#1 F-G 202 -29 N-O 74 -84 But chord 2x4 SP#1 G -H 253 -21 O-P 81 -113 Webs 2x4 SP#3 H-I 303 -24 P-O 27 0 Plating Notes Maximum Sot Chord Farces Per Ply (Ibs) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Wind B-AE 175 -108 X-W 192 -107 Member design based on both MWFRS and C&C. AE-AD 183 -110 W -V 191 -107AD-AC 185 -110 V - U 189 -106 Additional Notes AC -AB 188 -111 U-T 187 -106 See DWGS Al 6015ENG101014 & GBLLETIN0118 for t{li ��#f/Xj�g AB -AA 190 -112 AA- Z 191 T - S S R 185 -105 gable wind bracing and other requirements. - S .r� MA j Z 1> aYP...".....�1'j *1 -112 Z-Y 192 -113 - R-P 183 175 -104 -103 sti#'-F gr`'�.���,j. Y-X 192 -107 No 0471O2 log# �, Maximum Gable Forces Per Ply (Ibs) ,.. Gables Tens.Comp. Gables Tens. Comp. r C-AE 174 -103 W-J 187 -83 STATF OF .f s D-AD 88 -65 V-K 153 -73 a E-AC F -AB 101 -74 100 -73 U-L T - M 100 101 -73 -74 ,..... +�{X't*' G-AA 153 -73 S-N 88 -65 1877 R-O 174 -103 X-i '83 dQa15058285Dia9CXA6 Gf d: J4fiBm m ttnuw+yRW�Y'Y v:v q rmvwiwxse;, W {0.i#.MRII{M09[W {fi0eAi0GYYtw' gY5f11 aYf hYiYCKKd[dtYb 4M W 6Y 6<W ftIXIL Mjx4 mC lvTleO MLISn pL1MXwriYa'J:niNcnytNu¢N'tlAN WYYttmek QOin, DRAWING TO ALL CONTRACTORS Of the JobN FROM: gH232/T3/GABL rCWy7t178.41bs�4EBTmsB Labe_ CIGEO DR Horton /4EBB 1828-Cali 'C",DR Horton DRWi 10/11/2019 7' 14' C 7' 'F T i— va" J!— iv - 4 14' 1-1 f 14' Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria TOLL: 20.00 Wind Sld: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): -0.001 F 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 E - - Des EXP: C Kzt: NA HORZ(TL): 0.002E - - Code / Misc Criteria .00 NCBCLL: 10.00 Mean Height: 15.00 it Creep Factor: 2.0 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 lost Bldg Code: FBC 2017 RES MaxTC CSI: 0.118 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.026 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.061 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Top chord 2x4 SP #1 Bol chord 2x4 SP #1 Webs 2x4 SP #3 ♦ Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL L' 84 /- /- /40 /39 /12 Wind reactions based on MW FRS 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. _ A-B 27 0 G-H 213 -26 B-C 14 -65 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 64 -106 F-G 221 -17 L-M 27 0 Maximum Sot Chord Forces Per Chords Tens.Comp. Chords Plating Notes B-V 145 -46 R-O 164 -49 All plates are 2X4 except as noted. V - U 153 -47 O - P 159 -50 Wind U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 Member design based on both MW FRS and C&C. S - R 164 -49 N - L 144 -55 Additional Notes See DWGS At 6015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. FURNISH a apmsesarssossvcx4aoeoe xssem rs N m •..,, m.®v w� N a. ,,,. � w w. M ... i w., N {0..IYNIIIIIbbYtuJ0e�N1N�2r, W41 YJZm(nOmWa mmmme�seoinnaxu.w..aimucm.e.p.s.a N.ee mevawa.uemeaNN mm a wun�wa..v� ALL CONTRACTORS INCLUDING THE INSTALLERS of Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp C-V 122 -56 O-H 205 -83 D-U 115 -75 P-1 159 -72 E-T 159 -72 O-J 115 -75 F-S 205 -83 N-K 122 -56 G-R 13 -89 FROM: AH 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 EJAC I Ply:1 Cry: 14 Ts Ibs I4EBB 1828-Cali "C' /DR Horton /4EBB 1828-Call'C' ,DR Horton Truss Label: EJ7 �— 1 SEAT PLATE REQ. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRC Parallel Dist:0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. of Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 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)110(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(CL): NA HORZ(LL):-0.014 D - - HORZ(TL): 0.025 D - Creep Factor: 2.0 Max TC CSI: 0.496 Max BC CSI: 0.368 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 mmsese=ewmscxaaoece7seamrs umramsu I a*++amNmaNN�wnuncue, %n4.Lt NJIYYm W lO tMaYaGc1V uT.rr111L1 eiWiNam,w.'� waaa�%Aw,awweraaMmwmJ ro.ara N1tm aMmvu raavL•Jmcro.mnMrMaa mmJJempe¢ w� TO ALL DRW: ... / ... 10/11/2019 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R. / Rh / Rw / U / RL B 336 /- /- /259 /117 /173 D 127 /- /- 1101 /20 /- C 171 /- /- 191 1133 /- 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= - Beadng B is a rigid sudace. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 failure to build the ig or cover pa e wn. The sui ability SEON: 668234 /T16 /JACK Ply:1 Job Number: 36CS0105A FROM: AH City: 4 4EBB 1828-Cali'C' /DR Horton_ /4EBB 1828-Call "C' ,DR Horton DRW: Wgt: 16.8 lbs I Truss Label: US / ... 10/11/2019 C 12 6 m o in =2M(A1) B 3 A 1 D SEAT PLATE REQ. 1, 5 5' Loading Criteria (ps0 Wind Criteria Snow Criteria (P9.Pf in PSF) Defl/CSl Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L!# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - Des EXP: C Kzb NA D - Code / Mtsc Criteria CLLd: 10.00 NCBCLL: 10.00 Mean Height: 15.00 N TCDL: 4.2 put Creep Factor: 2.0 r: 2.0 Creep Factor: Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.309 Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.182 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Top chord 2x4 SP #1 But chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 0 No 047102 STATE OF mmussmwmsexnooe ce rseara m w.,...uwearo>pw a...auaruw.,u.,...x rrRLLLNRfi�M W Ab{lPYibM VS.r! WA.i R1n!M[[CYvalltalmmne AeamlYhne u¢xSNzu4i .ae.v�.as,.e.wwi�.m.,�wamr aw+w.�r..au as snown aoove ana on ♦Maximum Reactions (Ibs) Gravity Non -Gravity B 263 /- /- 1208 /96 /129 D 90 /- /- 170 /13 /- C 119 /- /- /62 /93 !- 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) A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 SEON: 668235/T17/JACK Ply: 1 Job Number: 36C50105A FROM: AH Oty: 4 4EBB 1828-Cali'C' /DR Horton /4EBB 1828-Cali'C" ,DR Horton DRW: Wg1: 12.6 lbs Truss Label: CJ3 / .. 10/11/2019 Loading Criteria (p 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 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 pst BCDL: 5.0 Pat MW FRS 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. SEAT PLATE REQ. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pt: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE A Defi/CSI Criteria PP Deflection in Icc Udell L/# VERT(LL): NA VERT(CL): NA HORZ(LL):-0.003 D - - HORZ(TL): 0.003 D - - Creep Factor: 2.0 Max TC CSI: 0.174 Max BC CSI: 0.072 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 See15B5affiSea[19C9CMC£rf )96l Fe F9 an.unm�emyr�e¢w,.meq ut..,wne¢u npi. u:...awfum.aeawsm .�nt.11q.i wHxas.iaw.e«�..rec.e«aww,a an.a.a i.ita a m w.i rwwonna Y.m M wtlm m mramvk sslec to of 11 P CD 1 to CO N ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 193 /- /- /162 /76 /86 D 51 /- /- 141 /6 /- C 64 /- /- /30 /51 /- 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 29 -105 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 Oty: 4 14EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" ,DR Horton Wet: 11.2 lbs Truss Label: CJ1 DRW: ... / ... 10/1112019 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 " Top chord 2x4 SP #1 Bol chord 2x4 SP #1 _L Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzb NA Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. 0 12 6 C 2M(A1) B SEAT PLATE REQ. r m o LO 8T T 1 T Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf: NA Cc: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.000 D - - HORZ(fL): 0.000 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBG 2017 RES Max TC CSI: 0.163 TPI Std: 2014 Max BC CSI: 0.015 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 No 047182 STATE OF �Di585e3g5D1D9DX0.4DE CEr968 FDF9 �ad.asY•W� � vaaw w<w.vxmey np� ucurmXwm.a».w..new,mta vr. actle+ti:ammee vea�rwndvnev�.ww.aawubeeq;r+: of wte vd 6a WA3 unvnrnEn(W reYMaNdmaga4uetN.[ ocM 11 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh ! Rw / U / RL B 150 /- /- /145 177 /42 D 11 /-1 !- 118 /10 /- C - /-14 !- 125 128 /- 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=- Been ng 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 28 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. S-D 0 0 INSTALLERS tw the latest edition of SCSI !Building is. Installers shall provide to pora nd bottom chord Shall have a properryly ed per SCSI semi ns B3, B7 or B10, unless noted ofRerwise. lister to failure to build the Nor cover pa e The suitability SEON: 668237 / T21 / HIP_ Ply:ty: 2 4EBB 11 Job Number: 36CS0105A 'I FROM: AH O828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW: Wgt: 42.0 lbs Truss Label: HJ7 / ... 10/11/2019 Loading Criteria (ps0 TOLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x4 SP p1 Bot chord 2x4 SP R7 Webs 2x4 SP N3 6'3" SEAT PLATE REQ. "4 6'1"4 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Special Loads ------(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25) TO: From 0 plf at -1.41 to 55 plf at 0.00 TO: From 2 pit at 0.00 to 2 pit at 9.84 BC: From 0 pit at -1.41 to 4 pit at 0.00 BC: From 2 pit at 0.00 to 2 pit at 9.84 TO: -7 lb Cone. Load at 1.41 TO: 128 lb Cone. Load at 4.24 TO: 2381b Cone. Load at 7.07 BC: 231b Conc. Load at 1.41 BC: 103 Ib Conc. Load at 4.24 BC: 179 Ib Conc. Load at 7.07 Wind Wind loads and reactions based on MW FRS. of 3'7" 0 9'3"4 Snow Criteria (Pg,Pf in PEP) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) ' Pg: NA Ct: NA CAT: NA PP Deflection in too Udell Uff Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 Loc Rt / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.028 G 999 180 B 330 /- /- /- 1208 /- Snow Duration: NA HORZ(LL): 0.004 F - E 385 /- /0 /- /175 /0 HORZ(TL): 0.008 F - D 29 /- /- /- 114 /- Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MW FRS Bldg Code: FBC 2017 RES Max TO CSI: 0.241 B Brg Width = 10.6 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.326 E Brg Width= 1.5 Min Req= - Rep Fac: Varies by Let Case Max Web CSI: 0.256 D Brg Width =1.5 Min Req = - Bearing B is a rigid FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seatt plate. a sea plate. Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-0 55 -72 B - C 330 - 650 No 047102 i[ STATE OF x0015958]a5D909C]CAIDE DE T9®mFe. n R�e.�srviw ma.»,mumsnmy uwr ..snw:aowsmr. .mv ea�am.e«,,.wo"mowm.a�,a+,aewfra w w vaa..rzn..rmv.�mw,ru h w.um a sr.w,mx CONTRACTORS INCLUDING THE INSTALLERS of Maximum Bet Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-G 604 -290 F-E 0 0 G - F 591 -298 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. G - C 286 -47 C - F 345 -709 e Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Oro 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or 140 mph Wind Speed,-S5' Mean Helght, Enclosed, Exposure B Kzt = 100 On 120 mph Wind Speed, 15' Mean Helaht, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical rade Spacing Species Grade",_ No Braces (U lx4 'L' Brace • (1) 2.4 'L' Brace s (2) 2x4 -1-- Brace I+s (U 2x6 'L' Bruce s (2) 2.6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' to, 6' 7' 6' to, 7' 9' 8' 1' 9' 3' 9' 7- 12, B' 12' 8' 14, 0' t4' 0' U S P F #3 3' 8' 5' 9' 6' 2' 7' 8' 7' II' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 74' 0' HF Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Q Standartl 3' 8' 4' ll' 5' 3' 6' 7' 7' t- e' It- 9' 6' 10' 4' ll' 1' 14, 0' 14' 0' Q1 #t 4' 0' 6' 8' 6' ll' 7. 10' 8' 2' 9' 4' 9' 8' 1'2' 4' 12, 9' 14' 0' 14' 0' S P #2 3' 10' 6' 7' 6' to- 7' 9' 8' 1', 9' 3' 9' 7' 12, 2' 12, 8' 14, 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' ll' 7' 5' 9' 2' 9' 7' 10, tl' ll' e' 14' 0' 14' 0' c�u D F L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' ll' 8' 14, 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 1 6. 7' 8' 4' e' 11' 9' 8' 10' 4' 13' V 14' 0' U #1 / #2 4. 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' ll' 0' 13' 11' 14' 0' 14' 0' 14' 0' S P F #3 4' 2' 7' V 7' 9' e' 9' 9' V 10' 5' 10, 10- 13' 9' 14' 0' 14' 0' t4' 0' S U H F Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' Ill' 0' t Sn#ndnrd l Q 4' T 7' 7' 7' ll' 9' 0' 9' 4' 10' 8' ill to 14' 0' 14' 0' 14' 0' 14' C' S P #2 4' S' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' ll' 0' 13, 11' 14' 0' 14' 0' 14' C' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' l4' 0' y D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' to, 11' 13' 4' t4' C. 14' C' Lt' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' to, 10, it, to' 12' 7- 14. 0' 14' 0' -Q #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' t2' V 14' 0' 14' 0' 14' 0' 14' 0' S P F #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' It, 6' 12, 0' 14' 0' 14. 0' 14' 0' 14' 0' L,' U H F Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O Standard 4' 7' 7. 0' 7' 5' 9' 4' 10' 0' 11' 6' 12' C' 14' 0' 14' 0' 14' 0' 14' 0' X HI, 5' 1' 8' S' 8' B' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0'M01 ' d S P #2 4' 10' 8' 3' 8' T 9' 9' ]0' 2' I1' T 12' 1' ii' 0' 14' 0'' #3 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' T 12, 0' 14' 0' 14' 0''D F L Stud 4' 9' 7' 4' 7' to- 9' 8' 0' 1' ]' 12' 0' 14' 0' 14' 0''Standartl 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6- 12, 0' 13' 7' 14' 0'0' oble Truss 01a1onal brace aPtbm. I P vertical length y be YII�L doubled when tllogonal brace Is used Connect dlaBonal brace far 60011 at each entl. Mox web BroLc tatol length Is 14'. 2x6 OF-L b2 or better alagamat Vertical length shown br¢ce) singa In tabte above. or double 45• of (as blown) t JS pper d. Connect dbgano at 11 1 I_ oVpAIDI® fEAO M0 i It A NL DRACT R! TRIs DING 11O s.OPRITANfu rLwasx Two mAvw3 To All awT#nL7ws Ralm#c TIE #ctxLtxs Npmc, a alNtlm o1 [iV BUAtlny Lmpmantc Group NC chMl not be respmchlr for nrry aYNatbn 1 AN TVCOMPANV trio drarhp. anY fdlwe to bJW Hre buss h caniwnance N<F ANSI/iPt 1, or fa horWllnW abpgnp. hzt¢II¢4cn L Madrg of trueuz R srol on rib drarpg v wvw p¢pe YvtYp trio W¢rbp, wAc¢4v occePtancr oP Pofessbnl npheerbp rzsparep�ky cdz1Y Pv Me de5yn sYnm. 1M sWtahMtY entl oI Ws drarbq 133119 La Omnl Drive Per ¢nY ctnxtur'e Is Far more InPa nor¢sponm eP tM &8awg Oedpim pen ANSVIPI 14cE Eamm" M063045 ALPINE.NT we. rMk JabL nabs ea0s and Mrn xeb vibe ALPINE. rvrnlpNaltwcpm PI- n.tdnftargpenral n l SB[M wrr.abctlurtry.wA, IOi seek...." U Bracing Group Species and Grades Group At S ru Pine -Fir Hen -Fir pl / rd #2 Standa#2 Skutl p3 Stud1 #3 Standard Do, las fir -Larch Southern Plnesv 03 #3 Stud Stud Stantlartl it standard - Group BI Hen -Flo, RI L at, #1 0ou I Flr-Larch Southern Plnesxw #1 pl #2 b2 Ix4 Braces shall be SRB (Stress -Rated Board). swror Not So. Pine use only Industrial 55 0 Industrial 45 Stress -Rated Boords. Group B v¢Wes ma be used with these r¢tles. Gable Truss ➢etaK Notes, Wind Load deflection criterion Is L/240. Pr-v Ids uplift connections for 75 PLF over continuous bearing (5 psP TC Dead Load). Debts end supports load from 4' 0' outlookers with 2' O' erhang, or 12' plywood Overhang. Attach 'L' braces with led (al2B'v3.0' mIN nulls W For <U 'L' brace, space naps at 2' a.. In 18' and zenes and 4' o.a, between z s )KWor (2) 'L' braces, space nails at 3' ec In IS- end zones and 6' oc., between zones. 'L' bracing must be a mInlh.m of BOX of web member length. Gable Vertical Plate Sizes + Refer to common truss design far peak, spice, and heel plates. Refer to the BuRdlng Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Vertical Lwroth No Less than 4. 0' Alice 2X3 Greater than 4' 0', but less than 11' 6' 3X4 Greater than Il' 6' 4X4 ��� ���;` MAX. TOT. LD. 60 PSF ^"01oLtt)`h MAX. SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ort 140 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or, t40 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Uri 120 Mph Wind Speed, 30' Mean Melaht, Partially Enclosed, Exposure D, Kzt = 1,00 S Gable Vertical Spacing Species Grade 2x4 Bracek3'B' (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x 42) 2X4 'L' Brace xw (1) 2x6 'L' Brace w (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group A Group B #1 / #2 6' 3' 6. 6' 7' 5' T 8' 8' 9' 9' 2' 11' 7' 13, 9' 14' 0' S P F #3 5' 5' S' 9' 7' 2' 7' 7' 8' 8' 9. 1' 11' 3' 13' 7' 14' 0' U Stud 5' 4' 5' 8' 7' 2' T 7' 8' 8' 9' l' 11' 2' 13' 7' 14' 0' 0 HF Standard N9'7' 6' 4' 6' 7' 7' 6' 7' 9' 8' 1' 9' 3l' ll' 9' 13, 11' 14' 0' J a S P #2 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 13, 9' 14. V #3 4' 10' 5' 2' 6' 5' 6' 11' 8'9'9'1'Ili' 1' 13' 8' 14' 0' DFL Stud 4' 10' 5' 2- 6' 5' 6' 11' 8' 9' 9' 1' to- 1' l3' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' e' 6. V 7' 9' 8' 3' 8' ll' 12, 2' 13' o' U #1 / #2 4' 2' 7' 2' 7' 5- 8' S' 8. 9' 10' l' to' 6' 13, 3' 139 14' 0' 14' o' S P F 113 4' 0' 6' 7' 7' 5' 8' 4' 9' Il' to' 4' 13' 1' 13' 7' 14' 0' 14' 0' i Lf L� Stud 4. 0' 6' 7' 7' 0' 8' 4' 9' Ill to' 4' 13' 1' 13' 7' 14' 0' 14' 0' O I 1 F Standard 4' 0' 5' B' 6' 0' 7' 6- 9' ll' to' 4- 11' to- 12, B. 14' 0' 14' 0' rij #1 4' 5' 7' 3' 7' 6' B' 7' 10' 2' 10' 7' 13' 5' 13' 11' l4' 0' l4' 0' / S P #2 4' 2' 7' 2' 7' 5- B' 5' 10, V 10, G. 13, 3' 13, 9' 14' 0' 14' 0' #3 4' V 5' ll' 6' 4' 7. ll' R7'6' 10' 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' 0J D F L Stud 4' V 5' 11' 6' 4' 7' 11' to, 0' to, 5' 12, 5' 13' 3• l4' 0' 14' 0' Standard 4' 0' 5' 3' 5. 7' 7' 0' 9'5'10, 2' It, 0' ll' 9' 14' 0' 14. 0' #1 / #2 4' 8' 7' 11' 8'2'9' 4' to, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14,0'SPF #3 4' 5' 7' 7' 8' 1' 9'2' to, 11' I1' 5' 14' 0' 14' 0' 14' 0' 14' 0' u' LJ i�F Stud 4' 5' 7' 7' 8' V 9' 2' 10' ll' It' 5' 14' 0' 14. 0' 14. 0' 14. 0' O I I Standard 4' S' 6' 6' 6' 11' 8' 8' l' ll' 5' 13' 7' 14' 0' 14' 0' 14' 0' x #1 4' I0' 8' 0' 8' 3' 9' 5' ' 11' B. 14' 0' 14' 0' 14. 0' 14. 0' P p2 4' 8' 7' 11' e' 2' 9' 4' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10' 7' 3' 9' 1' ' WT. It, 6' 14' 0' 14' 0' 14' 0' 14' 0' ND F L Stud 4' 6' 6' to- 7' 3' 9' 1' ' 11. 6' 14' 0' 14' 0' 14' 0' 14, 0' Stemporal 4' 5' 6' V 6' 5' 8' 1' I]' 11' 5' 12. 8' 13' 7' 14' 0' 14' 0' ➢Iagonol brace option, verticai length may be doubled when d.lo of broce Is used Connect diogomal broce for 6900 at ep(ri end. Max web total length is 14'. Vertical length shown In table above. Connect dbBon.T ! mid olnt of vertical wee d&9 AM IIWCUMPANY ISteg Laolon,odw EMn C.1,M06to45 Truss I8' L B L. Bra ce Rf df 16 ➢F-L 02 or wtte, diagonal T broce, single Is, X or double t 1 Cos shown) at L upper end. chart above for 1 zTii ERS. Bracing Group Species and Grades, Group A- S ruce-Pine-Fir Hem -Fir 01 / 02 Standortl 02 Stool q3 Stad p3 Stantlortl Do u loz F1r-Larch Southern fine... 03 03 standa Shd Stud ,a Standard Group B, Hen -Fir 41 6 Btr RI Do u Ios Fir -Lurch Southern fine... 01 pl P2 n2 Ix4 Braces shall be SRB (Stress -Rated Board), o.Fa, 1.4 Sa. Pine use only Ind.strlal 55 or Intlustr4t 45 Stress -Rated Boords. Group B values no be usetl wllh these ,atlas. Goble Truss Detail Notes WIM Load deflection cNteron Ln V2Iia ProMde uplift connections for 135 plf ever contbuous beorki 6 psf iC ➢ead Load). Gable end s ports load iron 4' ➢' autlaokers with 2' Or overhang, or !2' plywootl overhang. Attach 'L' braces with 10d (0d2B'x3.0' mn) wits. )K For (1) -Vbrace, space notes at 2' ac. In Ur end zan.. and 4' on. between ,anew. dld(For (2) 'L' broce.- space nalis at 3' o.C. In 18' end zones and 6' ac. between zones. 'L' brocing must be a nlNnum of 80% of web member length Gable Vertical Plate Sizes Vert1col Len th No S pce Less on 4' or 2X4 it Greater than 4' a', but 4X4 I than 12. 0' e Refer to common truss design for peak, spike, and heel plate, Refer to the III Designer for conditions not addressed by this detail. NE ASCE7-l0-GAB16030 DATE 10/0 1/14 I have trooz, roloura per =1 activs as, 07 or B,o, at mdkadr. Pppy pates to each Peer :r M petltW ac zno.n atevr aM on the J z trtolc1 vl rc rotM otNr.,u. :r to a,vregr 161F-Z Or etuxI pa4 xishlons one, . III of In4 Moll, pa,fon.nt. k.a eh.0 not w rrcppnzbi. f— arm ebn ,Ion = /$ ATE OP Zoneo e.. on, filb. U "a the tn,e. h�ww,e dm 4„sirtP11, or r: i=mi.a. snbphe1 % -O ? MAX. TOT. LD. 60 PSF , L nredre of <—I. P. kr; N an this do.b or mrw poaw Usi q1. arcwha eticetn acvnawe of proF..shml ':90�, <O R10. �44rtt: v ,- b wi.,v rP the d i W. 1h. atawer aM �w or this dc.ty . mmt a rrRpa,mutr or gno-o peel p.r 4xsTrrv[ 1 B. z ���. N ta` RLP�F ter tom w the, yb• ar re, not,. WRe orµ :�r,tw: w419p, � ��r�tdatt MAX. SPACING 24.0' wrilwheiwmn 71. .w.tpnr4vpa SBG ..wmtbWu V'r BI `1m Yc F.<re 4b NA Gable Detail For Let —In Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace Is 90% of member length. No 'L' or 'T' brace required In lieu of scab brace Gable vertical Length greater than 48' 'L' or 'T' brace required 'T Relnfoi Kent G. Tr Gable vertical length )renter than 48' 'L' lr 'I' brace required Truss Plate Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. QRefer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overtopped plates to span the web.I / Example, 2X4 hI/ ' 2X4/��rYll—I2VX8 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) Malts at 4' o.c. plus (4) nails In the top and bottom chords. Toenalled Molls' 10d Common (0.148'x3',min) Toenails at 4' o.c, plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate ALpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051D14, A12030051014, A11030D51014, Af0030051014, A1403DO51014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC10ID14, A14015ENCI01014, A16015ENC1o1014, AISDISENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A1153DENC101014, A12030ENC101014, A1403CENC101014, A16030ENCI01014, A18030ENC101014, A20030ENCI01014, A20030EN➢101014, A2003OPE➢IOLD14 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-naR - Or - I End-nn6 [� A ZI To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'I' 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/ 'T' Brace Example, ASCE 7-10 Vlnd Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical - 24'o.c. SP R3. 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30X = 1.3D (1) 2x4 'L' Brace Length - 8' 7' Maximum 'I' Reinforced Gable Vertical Length 1.30 x 8' 7'=11'2' ReInP. Mbr. Size 'T' Increase 2x4 30 Y. 2x6 20 7. ccvARKIN a READ M Fa ALL NOM ON T1aS D%noNH REF LET -IN V ERT oDPOWIA FI&IOSII THUS DRAwMO To ALL ORRRAOTmi DINARIDG TIE DISTALLERS 9 Tj Trustee reauhe adden o care b fnherwtnco"hanElbp.e!` y W.mASlmy q Mhad Smu`ff- Weanct n, �c'�>f'.'+CeH 4* DATE 10/01/14 garac as Intrat pert of g these se f Co r y D '� 11Me..roted utlwrww`isef. � cho tl`�1hatt"hmv poont' attache PitrclMa sNntWL`o, brt`!on Wrd xv oai,ex T ? !loll have n properly nttodrtl rlgw nnbq. Locations shown for permahant laterel reetmint of web! S*s * A DRWG GBLLETIN1014 ���i� D� tholllnve Wapcabg FutaUrtl prr DDSI eect6ns RH, H) ar 810. a eppltable. APPIy plates to each fncr fi9t exRTE a O IUI�\\fl Refer A. drarlap QMi 11P`ftnlldartl pint! Ital. and am theMwIJ hAa. D`ta1w, un`nna MMtl nWrW.. ry qlf{nN'Ol��F AN fM1Y COMPANY Akew, a dvloon of ITV HULdro Conpomwn<c Dra,�h tan arou rot be napaaowr far ny tlrylatlwn tram °*n�°+tiaai: t'..` Wa ameba any fnbex to = e truss in mn orronm ehh ANSf/TPI 1. or fm Mr`�tll ahypirw. `M"""'r"'µ MAX. TOT. LD, 60 PSF mstn W o L breaMa W o-uccx. cow t.. of nofesda at _ _ A want on tNa abUt or corer oath° eha aoaby bdratee a DUR, FAC, ANY .awwrr. �ceae�e a , cro.n Thw mnwty ame ua. w me an.rw 133891uhn o:OMa own nrw h ! eNyryemtlwy M &ildro Dredwr per ANStRPI l Sece. � ».......... . EaMCIry,Mows Far rare IMarc sere Sto Jobc Brrwral rotes y>ape awl these web chase' -- MAX. SPACING 24.0' ALP INa aeeoy0ukaconl TPb eee.tpbator0� SBON anabcMtlua m'w Dec. waa.tcanf ara Hip Frame Details 2: 'R' Hip Frame Lthed Use ASCE this detail 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated. Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber. Residential, Wind TC DL=42 psf, Kzt=1.00 Ttnccturg1 �l elsiNcust be properly attached directly rWNL@GPr F D N MLnW N MIIES M 1 PUV ..uwort�wm s M n. s m Wm m au �c MMM ra nrsraacRs. rreul,• rrtrry curr F IOMkvLno. FVMIna. rHmM. h.utW a trecYio. Rrh, N o SfiA E OF wsp�wr�pm wr ar<rwY : mY.. m> Ran w. w•ro..�m..s ravwu n omr.ww vm arry !n. ,cw eM•°m k i1hft ... i�. a�x3e d �.1•Ywr u¢vlPt i s.°'r•w �aiee u•eimni o�w im mre MFarmtlen .•e w• pb•. aem.M mere RaR• •m w.r •.b•b Mtev ErrlU Giy. MO6:MM5 yypm r••<IyMltr.cal lPU ••atpNrta,gl SSW ••�.UCYWustrYmy R%i •••�mwhxg I➢ATE 10/01/14 1 Valley Detail - ASCE 7-10; 160 mph, Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Bot Chord 2x4 SP #2N or SPF 41/#2 or better, Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, ww 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. 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 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 -length of web Is permitted with diagonal bracing as shown In DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss Installation, Or PurUns at 24' oz. 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. - XXW 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. All plates shown are ITW BCG Wave Plates. +a Larger spans may be built as long as the vertical height does not exceed 14'-0'. 4X4 2X4 12 3X4 Palle � S g 12 Max. 0.CIn 2X4 X4 Pitched Cut I Bottom Chord Square Cut Stubbed Valley ❑Ptionnl Hip �-^ 8-0-0 max Bottom Chord End Detail Joint Detail Valley.Toe-y. Iled 4X4 /Valley 12 Common T u e 12 Max. i— t 2 O. . X3 :;6-0-0 ll Set 1X3 t\\(` ,##'�' a 4 Spacing) IX3 2X4 Q oc\p9 1X3 5X4/SPL SP 1 Cmon T omusses Partial Framing 20-0-0 (++) at 2 ' o,c. Plan Supporting trusses at 24' o.c. maximum spacing. t111w,uunu,P� ..vuweeas. Pub axo faaua au. rmct px Tess mbvrMa narmTurte r m less vuvwc m ul C@llxnmms bsoa l tyE bsyla s Trusses rw,u e[b'en. can N PabN[aWp. M1 Krg, sb,pN , N[twtMg wi bmc,np War to ma ,. J� AR f ;'''ie �` i� /f. II``II i) TC LL 30 30 40PSF REF VALLEY DETAIL Pales[ w I[ten .mum f eul c aw,g Cmpmett Safety Waraamn, by TPI and secs) for safety to b.[e fw w$ona, Inamner. Feu aravw..erema.Y wemn wr =. `` Q' \vE1ytS1 ./ �" \. F . T �C DL 20 15� 7PSF DATE 10/01/2014 DRWG V AL160101014 ymbaes prhr Wfa.°w1p INI... naaa amer.be !ap mnra ttn F.v. Prmeay a<leaY.a <ra[a.m F.a<FNp m� baetar dwra r P }pyam� DL 10 "Y 10 10 PSF [MY Mw a prow,iY a«atl+etl rkla Ibi0. Lewtbns [b.n for pnna M Iairmt restraht I webs [Fall ueW Ma Nn A. for SCSI [e t ', the J Ut a[ . PPoIY plats b Oath Pole of trot[ a,d `Pla":tlm A. for.n ba.. [0 <F. �aNe nttwa, °mti'ef`. waa wr.,W. — _ = BC ILL 0 0 0 PSF ul mvmntpnrcr ctfer , e...If f M for .. C a.,imet. Podbma e drA a dW[bn of ITV o buod Canp--- a f .f IM. [Fall no! be rK 1, -de for an aevl w fron .nb tlraea, , mr fma m woo b. o-a.. N [mfornena. am owvrtPT 1, w far Fa�allro. wpptb, q ATE OF _ TET. LD, 60 3 57PSF 55 of a.eaua<kn L u-aalna of truss... ,t foal m 1 7 o [wo- wpe Ibbq uJs dv f,a ., a¢e...1 oP praMsbW µy [panewq nay fQ !a. a.[laa cbn TM .wwbury .rd a[e or we sashp %'%) '. O i [i D w l 'ie �/`(`p �UR.FAL.1.25'1.33 1.15 1.15 Eam ciakelmnl oaw EaM CiIY. MO WOaS far siry trre b W cParsOulY of qe P/!lB bww, W for NSVIPI I Het Far .fore hf.—tbn u. Ws bb's wnmal npNe wpe aM Msse web tlttn uPmn --toirst—i Too —.toles mai =6 wassbclnwstrv.aal ICa oakcsah.wp 1 T 1\�(! ''p `p p C`,o°` L. U�ll! i a �, ClV SPACING 24.0' I Piggyback Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enc(osed, Exposure C, Kzt=1,00 Or nph WInd, 30.00 ft Hean Hot, ASCE 7-10, Enclosed Bid%. located anywhere h roof, Exp C, Wind DLw 5.0 psf (min), Kzt=1.0. Or 140 nph wind, 30.00 ft Mean Hot, ASCE 7-10, Enclosed do. located anywhere In roof, Exp D, wind DL= 5.0 psf (nln), Kzt=I.O. Note- Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' a.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. we RnP— to Fnnlnoor 1e ennled +-- 4-1— M—,— I-- ..Inn..6...b ,.-. Aeen ♦—.- c neNCl�n 11....c Detail A 1 Purlin Spacing = 24' o,c, or less 12 Up to 12 17 II I —Top Chord Scab (Typical Each End) Flat top chord purllns required at both ends and at 24' max o.c. spacing In between. Detail B : Purlin Spacing > 24' o.c, Piggyback cap truss slant nailed to all top chord purlln chord with (2) 3 box Halls <(I side only and secure top chord with 2x4 q3 grade scab (i side only at each end) attached with 2 rows of IOtl box nails (0.128'x3') at 4• o.c. 12 Attach purlln bracing to the flat top chord using a minimum of (2) I6d box nags (0.135'x3.5'). Up to 12 17 ii ii NN I I \\ ( I I // I I cma.c. now Chard Scab (Typical Each End) ChordFLL Flat top chord purllns required at Depth both ends, purlln spacing ) 24' o.c. Note- If purllns or sheathing are not specified on the flat top of the base truss, purllns must be Installed at 24' o.c. max. and use Detail A. oVKXMTw C Nil n1i N IY= QI T IS dNVaW `0' ww TANrww I�RUp1 nas wwwec M w �rawcrma pwa.wwc Tx Irsrxarnx AN TVCbMMNY ,afh•, a a.Isiw or m w16eq emroa.rrss crow o. w. Mliona, it rave to s—w vaa: In cmrPon.. weauata- s bA.ba ar o-a...w. w creel m aa, trweW w mver was umn ww as emMrM na� �IIY .del' Prr tN Maw men Eanh l,,M0lOrive y • W rsaatan s. y e !g EMIT CIN.Ma 6YM5 ueajm nt aearrw}IaAt... �F.pa err 7� 'HIE OF opIOP Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 e3 grade scab (1 slde only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4- o.c. Attach purlln bracing to the flat top chord using (2) I6d box nails (0.135'x3.5-X The top chord 03 grade 2x4 scab may be replaced with either 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 e piggyback flake ptoted to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl,375' nails. Note- Nalling thru holes of wave plate Is acceptable. w In addition, provide connectlon with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3XIO Trulox plates for 2x6 and larger chord members. Attach to each Face 8 8' o.c. with (4) 0.120'xl.375' nails Into cap bottom chord and (4) N base truss top chord. Tr.Lox plates nay be staggered 4' ae. front to back faces. APA Rated Gusset 8'x8'x7/16' (min) APA rated sheathlnpp gqussets (each face). Attach 0 8' o.c. with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chard. Gussets nay be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2.4 SPF 112, full chord depth scabs (each face). Attach 0 8' o.c. with (6) 10d box nails (0.128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back Faces. 2BPB Wave Planyb.ck Plate @Dn8 o.c. Attvppchplteethct p1ate to pF80vback each timeof fabrication. Rttoch to supporSlno truss with (4) 0.120'x1.375' nails per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. REF PIGGYBACK DATE 10/01/14 ➢RWG PBIGOI01014 24.0' CLR Reinforcing This detalt Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but on alternative web reinforcement method is desired. Notes This detalt Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. Scab Reinf, 20 or 2x4 1 row 2x4 1-2x4 20 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6W T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwlse on Engineer's sealed design. (NO Center scab on wide face of web. Apply (1) scab to each face of web. Member Substitution T-Reinforcement Or T-Reinf. L-Reinforce 1entl or L-Reinf. Apply to either side of web narrow face. Attach with LOd (0.128'x3.0',mIn) nulls at 6' o.c. Reinforcing member Is a minimum 60% of web member length. I� T-Reinf. L-Reinf. Scab Reinforcementi Apply scob(s) to wide face of web. No more than (1) scab per face. 7-1 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. ..gPWTPNI �mIWaSa ilg EAD W-FT1agLL�Ct MTIDDiM Ties OR16V91B II1SfgLLERS : `"vEL Mg9'O.v� TC LL PSF REF CLR Subst. DATE 10/01/14 Trufoibaathe taper owe I'3' H(BWtlln9 GrynmantgSreafe YP In q"n.atbn. by TPl= )aim feof ty oa`Q� E,tI Tj A� �G IYS �✓''i TC DL PSF DRWG BRCLBSUB1014 icleat ISM to pa.anrnFa tierce avetlma Lrctnuwa aWt proven tenses,y trndnp w. @SL mkac mtee egerpao ten chore .Mg ware wapert, attwaK.d structural sh..tHfa end bptewa dtoM Mere attached HOW Locatlar0 For t11m rea4oT< rubs �' F fnN C DL PSF shaU a protests caPNp. [Man pernenmt pf men M.e bnd heemlre per ern e.etlme u, gY ar gm, a. aP taHa. apWy p.atre to earn vacs truce e,tl poslekn a..he.,n ebave and on eh. Jeint Det.i., re ae<ad efMr.m.. = y X �C LL PSF Aii InV aDMMNY Ff .ver to dre.Nos 16oq-z for standard Pitts poaHlanx glph., a m.wvon W.f uv Moro -P--,. wo�q q WIS ,o .,a,, nut be re.parpbl, for any e.w.1M Iron <He dq, any fdur. to old the truss h wn Ho-ae d11, or far haMNo, aNPdaO, A c � BOP OT. LD. PSF installation 1 .1, of i-e-a. q seal an tests, treabq or covw paP uaaN tHa Na.F trdcatea accapfn,ca as lrafazzlw.l .rah.ew r� pmaeen cape for p.a :,atpnm. TM wmnutr ..a vac of time o- .hp far W'e la 9dtYa =,; g4SVIP11 Sect � 'q fi Q iJy� (� � I�i^ ((f .� ay `T_ DUR. FAC. 19369Lakelmnlolive Eannan.g1o53Ms anY responffi�IItY per For r. Infer Van see Ws job's oa l notes page aM .... ..b pan, ro sli.....tH.Wo .eor. Too•....tohat — SBL4 a ...bclndueGwnra� MD .Hd....f.< d/i{Vfiqq qi'� c 4. 1a�(ia � • . I+1.1\ry oral SPACING Cracked or Broken Member Repair Detail Load Duration = 07 This drawing specifies repairs for a truss with broken chord Member forces may be Increased for Duration of Load or web member. This design is valid only for single ply trusses with 2x4 or 2x6 broken members, No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (U = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member lengths) = (2)(U + (B) Scab member length (S) must be within the broken panel, Nall Into 2x4 members using two (2) rows at 4' mc., rows staggered. Nall Into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nall using IOd box or gun nalis (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail Is limited to Visual oracle #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mld-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. B L L 4' O.0 �TYPico, ~ + O + O + O + O o + o + o + o + ---1 2' F— Stagger + = Back Face lOd Box (0.128' x 3', min) Nalls, O = Front Face 2x4 Member - Double Row Stagger( 2x6 Member - Triple Row. Staggere� Nail AN RW COMPANY 13309 LdW.M 0.o EaM c".06.5 cing Detail =WPABM9.. 46B " fI v PLL Ie1LS M ..BwMTr o. nwmsx Iws BMV= m at rfrllBAc3ma Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 24' 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36, 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 66604 n=! . -..o. d Pi.t. OW . - pi IRTE OF m BWM9 Co,,00[ t. Gimp Inc :h.Q not E. «sN 4ae for wy deN Il f'oo P re to trsl�J w ws3 F Confarrorce um "L IPI 1,or fo, Inblip, ewOgry, i /O / `ro o- mwr row u.aw tw. e...9a eacotoo o—Pm .1 Yof•.s0�.1 4� .(` 1. 0 R l� touch for .� de .neon TM atmwtr *M �. of two va.ra ii F19 `1 tiv resW�mlkY eI W Ba1,M19 BeslMls' co, NISV I Sect 'f4. V/(*)A � Cq L clot., LB B\ L L I 24,0' MEMBER REPAIR 10/01/14 REPCHRD1014 STANDARD BOTTOM CHORD FALSE FRAME DETAILS LENGTH T0TRIM FILLER r EXISTING FILLER '�• -I FRAME CHORDS. USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR FALSE FRAME WEPS. 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). wL,ATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND IOPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET 1. STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOt 2. INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS. 3, LOADS IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME, 4. DRAG LOADS CONNECTED TO THE FALSE FRAME. 5. TOP CHORD APPLIED FALSE FRAMES. 6. LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL. 7. VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'). B. FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. WITHOUT THE NEED FOR REPAIR DETAILS, PROVI➢ED THE MODIFICATION DI NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE). - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLO - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2.5') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0.120') xl.375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) lOd BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). miwxnrm Provo Nm intuv nu wits a >ws mnvua ..ur�tfmd nYeaMi iws muvvw m NL wlipncims uaa.wec il¢ rNsrttuns AN RWCOMMNI' Wi daMrp. pfaivv to bJW Mr 4uu b cow slfF NISI/iP[ 4 w im Fnrrllp. cNp YUMUn1M t b Yq Sf tops. t sN m tlH baNY Q m� PST IbW tlU tresb. FCcntes occepfa�ti eP Proftisbnl �re�p [�n[gRy sNs1Y 1m tM tlss(� dcm Ths slinblltY SM 'm o1 Ws dosYp 15]891aMa4wl orrve ro- cbwry v�ctww Ir tlp nrymitlltr o1 w BI�p Yesy�er pm M1SbIP[ 1 SefY F.vtM1 CiH.MO WWS .S�Gw os�PormfMmses Ws,pb�Pm�ll ^tr�TF Ocs�fNr'ro eb �tenfsaro STATc OF �ZOR10i REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 20.00 ft mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6,0 psf, Kzt = 1.00. ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6,0 psf, Kzt = 1,00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0.128'x3.0', min) nails at 8' o.c. plus clusters of four nails where shown In figure below 00, NOTE, #2 Is the minimum lumber grade allowed for all species. NOTE; Add 210# uplift (max.) to reported truss uplift for wall connections. [rvsam».. ac[o ern wnv au. rm1Es a rws mwwm [[n.mtwim nawsx Iws mwwc m eu mlrwc*ms mauuwc nc asruxEas wcF[.. awen [P rtv aleno ca.ronenr. wg IK aml w[ m RI71 V e r: a I= N1 RWCOMPANY n[t ac[M, eer rd� m ww me wtv n m. .,.n.ce .roe [xsvrrl 1, � Pv� n[ro [ww -1y�[19 Wt r-Q m... e.W YtlMp W mn[b. YHmtet am>mnx or Y.rerLeml —1 w�p �[PydA �ty tawr r w ds� ao.�[ me we.wlr e.e m a wt aoea 1]]es ldFe4M1(!Mu PQ ury [b�,CMM If Me ee�a�4ty eY ve iYle� [[NrP c[r uavin I Seri EaN Gry.uO BYNS fo- wn Infam[tl YJob'.penal Mr[ paW e,d tM[e ee! cu..[LP116� neclpMRcorJ mVtpF[CePy S6C4 m.N[M,cVYmBI IW [erit[nPeavg OF TOP CHORD REF 2X4 SCAB O,H. IOT TO DATE 10/01/14 140 PSF PLUS LIVE) IDRWG OHSCB2X41014 FAC. 24' EJ o End Jack EJ 12 (2) 16d TOE NAILS 1 VARIES OPTIONAL SCISSORS BOTTOM CORD N eveled Jack (BJ) ( a GS s —= s� m w (2) 16d TOE NAILS ' 'm a. CONNECTION DETAIL B-0-0 MAX. SPAN (BJ) (2) 16d GUN NAILS m FOR EACH TION O&ABOTiOM TYPICAL END JACK (EJ) SHOWN TOP N.T.S. ceAGJ 2X4 SYP Nailer 16" Long Got�l 8-0 MAx. Top Top & Bottom use 16d boo Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. OPTIONAL WEB CONnGURATION 12 VARIES (4) 16d NAILS See Connection Detail 12 © VARIES (4) 16d NAILS See Connection Detail \\ OPTIONAL WEB CONnGURAMON 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 CORATE# SET INSTALLATION ,�.� ��L MAgT�°°.°i TYPICAL LOADING P.S.F. ENS�,'������ nle: SHINGuS: `.`�P?��C •• TOP LIVE LOAD: 20 20 ? MANUEL MARTINEZ, P.E. TOP DEAD LOAD BOTTOM DEAD L 15 7 AD: 10 10 - m * * C AMA FLORIDA REGISTERED ENGINEER TOTAL: STRESS 45 37 INC. 1.25 1.25 - =�= cc LICENSE # PE 47182 WIND DESIGN: MTV( 160 MPH PER off'. STATE OP Lu> •Q/ ASCE 7-10 MAX. 24^ O.C. i e *-WARNING" drawing. I��s R Read & FQllow Fumish this drawing to all all notes on this ontractors including the installers. ®i°°SAO ••••����` /rllee1111"