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Home My WebLink AboutTruss[ 27'10' I w �• E -3 1;h - U ^ YT C3 Y CJ1E A I CJIE L2 [ 39'8' L TD m " CJ1 EJ7 CJ1 I e O CJ3rl CJS CJS CJ5� A8 24' 4' 4' 24' 4' 24' 24' 24' 24' 24' 24' w w w w w w A7 O A J J4 'v A4 —_ MAKE _— ALLGW v A3 If ti— Y' JU ® 0 X A2 O 1'-9 3/4' O m 1O Al m 3'-4 1/2, O m n m A2 n c.z O 1'-1 1/4' O A3 m g JSA c EN c O A �I � AS O A6 N N N N N N N N N N o w w w w Inw w wr -up w a A9G m 81 A kr c J1 J2 B2G CJ3 ^ E 7 E a O ' CJ5 CJ1 CJ3 NIWA CJSE < E 9 • CJ1 CJ1 rc n O 0 0 O OIm ol EJ6 SS Hy � w Ce/J�1E c3 c3 iA c3 c3 E3 [ 18'� w w yd •21,8• 39'8' [ F L3 U c3 20'4' �--18W 21'8'18' 39'e' emxxl+r.uamv�) wi,"v .gmm+mvn�m+. F10 rcae e..xe.a,ss� ,EVIEWED *o' C 9 IL..naly. n D D o O D booW bstssnign3 BbsDzsO ezio8 s s yy�re.191ub9t10Z 1210 .N w arms eq1 au OI eb W r rz L .oaaN oe � r • r-ree r _ zl yL0EPL L zlLoa•>wrzoL•+�'rylo•arx2ooAAoewetdmeasuwcenr•ar•'a mzlArL fl fi A B'A Ar S dNIN 2LL O]2 IJ 'al 21A 'a HANGER SCHEDULE .muss euRwc xDmr sdmPlt • wags xmsn mmwns 'au wxrcvs ARE vm •Wsze•. O 8'-8' ELEV. OA WSW 8O 1x1x116-1 © mme O niFlTei ®N/A Int Brg ®N/A ELEV. m wua ®rrwrw Ram ame®Y,mu Bnnr 10 p�iL 6CB1. ! P•I. Imx. IN, pa6 TgDE n pAt wutul pIC161 I.0 uR.mml FACImi I.aD YU STNDNO A!IX ]-ID rtPAr" r TRII4 MAY BE A➢Jl51FD �O 9® INmph 2• i0R PLUMBING V NESSARY BIRIG 06BiE C FLOOR 1RU56 SPACING BN6 TITF . 2!-0• UNLESS NDIED APPROVED TRUSS ANCHIXt BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 V B H! 8" � 1� - OYBRG. UNtE65 NOlE0 OTHERWISE TYPICAL TRUSS END ALL SPAtlXC IS 34' O.0 EXCEPT AS SHOW. 00 NOT WT OR ALTER 1Ro5sE5 YJnICOi AUIHmuzAnaN mou nus omcc INS Of}lPE MST BE NOnFlEp Ydn11X 10 DAYS Ci 911PufNi Gi ANT BROKEN CONPONENIS AND/OR MISSING PIECES NO BAIXCXARGES XiLL BE Hm10RE1D. WARNING _�®m reru�iYYr.�cvu amssr'mw'"eYm®'� w�'wma i�aammiaow �vax w:m mxu w.a,.YW Y Y.Pwlr'Yo�"Xw NOTE D rs mE REwsexm rc ME mmGwc msww w aRovreer ro PRoxme aN APPxawAm evxxErna ioR sWas=s ro awmnxo sracmm Pm +xncnors slarx w muss wwmmrc s+EGu wlRaowwrays iw uEaawrx EawwNT arm auuemv raw owrEcnms) m mus mA2 a muss Wsi°Pm mAwwY ar eWnER APPRYl4D uxws M. m EAeuunm. Cmre/SIY 6 A 1RU55 YMM'1CNR,A MI04 rvaax�Rmvs aRE IPwIFD ro mrff � M wmw ,-less vmw R�waeu)Xs-. Aaamvxmn rt DsmAns dm+x°�va%w�rs�oDwu°irwirs wa�imwc wmET,EsrauA� 9RAWO T iRIS45 YaMFaCNr® BY IMS WIPAW. APPROVAL SIGNATURE YwR 4ExaNRE MLL AIXrOMIDP{ 0 aumowul+a ro PROC® wm PPHUGMI sl wanunw a au aYwamrs axo coxomaXs MalIg110 N.VL 14IIiN5. R. MIPr. MFEI r6Ai1T. OWM.w4 RRIIr4 ErL ]f 1m1556 wLL SE YACE W sIRIR atttlmax2 wsx ras mus urour. x) I IDYL REAn axD wmDmrxW au vans axD •aWlxcs EN MS P16 A.W AW6 ro RANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FI 34736 0717C70nenr5 uc one: (352)429-9429 ' (352)429-0304 • Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS0104A Printed: Fri, Oct 11 2019 —Job Information: Addmse: EORNeme end License Number. Cus&mnr Name: Creekslde Lot 104/e DR Horton 9228 Potomac Dr Descdpdon: city, St W, 27p: _ 4EHB Hayden-2605 "H" OL Fart Pierce, FL Information: Roo7Loeds: Floorcoads: TC Um. TcO d: BC Lim. BC Ooad: TC LIye: TO Ooad: BCLIVW eCoeed: 20 7 0 10 40 10 0 5 Bldg•code: Winds&: Mnd Speed: Bldg. gsesge: Bu/INng type: Wlnd Type: F'BC 2017 RES ASCE 7-10 160 Residential -CAT II C MWFRC & C&C WIM Pages or sheets covered by this seal from: 1 thm 35 Total 35 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A2 3 P3 4 A4 5 AS 8 A7 7 AB 8 AEG 9 A9G 10 B1 11 B2G 12 L1 13 L G 14 MEG 15 MG1 16 MW 17 MV2 18 EJ7 19 EJ72 20 EJBE 21 EA 22 EGE 23 CJS 24 CJ52 25 CJ5E 28 CJSA 27 CA 26 CAE 29 GJ32 3D cim 31 CJ1 32 CAE 33 HJ7 34 HJ6E 35 HJ3 uu1ul a�`1 L MA S i n ueI Digitally signed by •�� vE" iWi- M anuel Martinez S��ti\O'ENs6�s o�i No 04zte %��`' { *' ' °'i�" Z L n 09:41:43-04'00' * 9_0. STATE Of :1§4 WSB�SD5090XA40¢ 79 „rau"1 .gym w ln. ucwnulrman 1 crW4Amad• ' .amorMdoe aga4NmYe Na.Wi ttb MmtldmmrltlmY wr. Page 1 of 1 BILE Cov"i SEON: 6841811 T2/HIPS Ply: 1 Job Number. 36CS0104A FROM: GLM City: 1 4EHB Hayden-2605'H' OL /DR Horton /4EHB Hayden-2605 "H" OL,DR Horton DRW: Wgt 226.8 Ibs Truss Label: At / ... 10/112019 7T11 '2 _74'10'2 3?74 21'4'12 24'9'14 31'S'13 ' "5 3918' T7'11 B'8' 3'S2 3'1'B 3'5'2 6T15 77*11 I C F- l3Z at5Xe 82X4 m4Xe E3%4 =7R4 MUS M3X4 -WXX6 075(4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8' F7' TS75 4'6'1 2'6'10 3'9'10 2'11'12 3'10"B 2'610 4'6'1 TS16 1� TS'15 12' 1413'1 18'3"4 21'3' 25'1'8 2T8' 32'2'1 Loading Criteria (psq Wntl Criteria Snow Criteria (Pg,Pf in PSF) DeRICS1 Criteria ♦Maximum Reactions (Iba) TCLL' 20.00 Wind Set ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in too Lldefl L/# Gravity Non -Gravity TCDL 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.207 O 999 240 Lee R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.385 O 999 180 B 1550 /- A /866 /786 /304 BCDL: 10.00 Risk Category: ll Snow Duration: NA HORZ(LL): 0.079 M - - K 1550 /- /- 1866 /786 1- Des Ld: 37,00 EXP: C Kzt NA HORZ(TL): 0.148 M - - Wind reactions hexed on MWFRS NCBCLL: 10.00 Mean Height 22.09 R TCOL: 4.2 psf Code/Mize Criteria Creep Factor. 2.0 B Brg Width=6.0 Min Reel =1.8 Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.556 K B Width Min Re f9 q = 1.8 Duration: 1,25 MWFRS Parallel Dist h2 be h 2014 Max BC CSI: 0.817 Bearings B S Kam a rigid surface. Spacing: 24.0 Spacing: 24.0" CBC Dist a: 3.97 R Re Fe Rep Fee. Yes Max Web CSI: 0.817 Bearings B & K require a seat plate. Loc. from endwall: not in 9.00 ft FT/RT:20(0y10(0) Mfg Specified Camber. Maximum Top Chord Fames Per Ply fibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEWVer. 17.02.02,1208.15 A-B 23 0 G-H t505 -2092 Lovelier B-C 1949-3186 H-1 1648 -2495 Top chord 2x4 SP #1 C-D 1623 -25M I -J 1623 -2507 Bot chord 2x4 SP#1 D-E 1647.2496 J-K 1950 -3188 Webs 2x4 SP 03 E-F 1513-2102 K-L 23 0 F-G 1432-1893 Wind Member design based an both MWFRS and CBC. Maximum Hot Chord Forces Per Ply (Iba) Chords Tens.Comp. Chords Tens. Comp. B-T 2876-16M P-O =,S -1249 T-S 2872-1654 O-N 2972 -1681 S-R 2372-1654 N-M 29M .1681 R-O 2226-1222 M-K 2US .1681 -a\\i• UAw rV.- C-P 1089 -978 ' aN7 fr••"\\iMMS -•.� oq \" F Maximum Web Fames Per Ply fibb) !!\';• : Webs Tens.Comp. Webs Tens. Comp. No 047102 •,*= *� T-C 2N -15 P-G 642 -448 •• C-R 486 -693 P-H 513 -68Z R-E 450 -210 H-O 44B -207 $TATS OF . t[I� •�!/w E-O F-O 516 -688 O-J 487 -694 10. �F :QRtopIA�=�O� F-P 645 -449 193 -168 J-M 294 -17 BtOTIALR ; aonsesalssososcxaloegr rssefefs nm.ra real maaw.er•ew,my rear ..a,ms�m.mw MfLfuWndtlbQatwep Wm„b to tw.<NwY! Y NMWLIYiL a'e1TttY m,etMMhOq MJW,aN[ amlu insteiing end bracing. Refer to and follow the latest ad n of BCSI Building aehces Peoria performing thesefunctions Instellemshal previdete pona pm,edv attached structural sheathingend Ddilom cryore shell have a pro erq{y sht�int bfwehs she0 have hmcjnp inaelled par BCSI sections B3. B7 or �10, as shown above and on the Joint Details, unless noted otherwise. fieferto omponcnrs. ur SEON: 6841751 TO I HIPS Ply:1 Job Number. 36CSOI 04A FROM: GLM City: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt 226.8 Its I Truss Label: A2 1 ... / ... 10/112019 7T72 '�7 14'10.2 1T 22'8• 24'8'1¢ 31'S"13 �2'p"4 39'8" Tr1z 'W 6 1 2'1°14I 5'B° �2'1°i4r 8'T15 � 2 s5x8 m5x6 F G SEAT PLATE RED. SEAT PLATE REQ. FT Te" 4'6• 2'6"10 2'5"8 5'8"4 27°2 2'8"10 4'6• 7'6" 1, T8° 12' 14'6°1 IT 22'e°4 25'1°8 27'8° 322• 39'8• Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DORICSI Criteria ♦Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.221 0 999 240 Lee R+ I R- / Rh l Rw I U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.401 0 999 180 B 1598 /- /- /872 f787 286 BCDL: 10.00 Risk Category: ll Snow Duration: NA HORZ(LL): 0.084 M - - K 1592 A /- /872 f787 /- Des Ld: 37.00 EXP: C Kzt NA HORZ(TL): 0.153 M - - Wind reactions based on MWFRS NCBCLL: 10:Mean Height: 21.83 R 00 Code I Miac Criteria Creep Factor. 2.0 B Big Width = 8.0 Min Req = 1.9 TCDL: . psi Soffit: 2.00 BCDL: 5.0 psi Bldg Cade: FBC 2017 RES Max TC CSI: 0.571 K B Width = 8.0 r9 Min Re q = 1.9 Load Duration: 1.25 MWFRG Parallel Dist h/2 to h TPI Bid: 2D14 Max BC CSI: 0.607 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Spacing: 24.0" C&C Dist a: 3.97 R Rep Fac: Yes Max Web CSI: 0.817 Loe, tram entlwall: not in 9.00 R FT/RT:20(0u10(0) Mfg Specifiedr. etl Cambe Maximum Top Chord Forces Per Ply (Its) GCpi: 0.18 Plate Type(s): Chards Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEWVer. 17.02.02.1208.15 A-B 23 0 G-H 1617 -2320 Lumber B-C 1978-Mar H-1 1679 -2600 Top chord 2x4 SP #1 C - D 1655 -2628 1-1 1656 -2613 Bot chord 2x4 SP#1 D-E 1679-2615 J-K 1978 -3292 Webs 2x4 SP#3 E-F 16Z7-2350 K-L 23 0 F - G 1519 -2121 Bracing (a) Continuous lateral restraint equally spaced on Maximum got Chord Forces Per Ply (Ibs) member. Or 1x4"T'reinforcement 80%length of Chords Tens.Comp. Chords Tens. Comp. web member. Same species & SRB grade or better, attached with ed Box or Gun (0.113"x2.5",min.)nails B-T 2987-1689 P-O 2324 -1277 @6"oc. T-S 2983-1688 O-N 2970 -1715 S-R 2983-1688 N-M 2970 -1715 Loading R - 0 2338 .1251 M - K 2974 .1715 Taiss check additional bottom ,;E°L%,p'►QRrq�, Q-P 2134 -1085 chord live load in areaassed s with 4Z'-high x24"-wide ��1•�sf 'C1 • "•. �i clearance. y/\ (r°F 1�-,.�\ �`�.i•�, Maximum Web Farces Per Ply (Ids) Webs Tens.Comp. Webs Tens. Comp. Wind S NO 047102 � ".• Member design based on both MWFRS and C&C. T-C 296 -16 P-G 696 -430 * • C C-R 486 -695 P-H 491 -609 •.0: ;ir R-E 413 -207 H-O 412 -206 STATE OF E - O 494 .606 O - J 487 .695 �i 0 �• �!/ � F - 0 728 -469 J - M 296 .17 w T�•�/.._.flp:`��r•, F-P 193 .189 "IMPORTANT - aonsesarssomacxnaoectTsmm m nnvwmr•,wvvW,Wea°e �fepu•u,runMi M PI.LLNIIL`IM W W JaYmTV Ywlr wl LLTLMRa.GNL MRilapubauleunalpwlCnY.beltlpa! W u!6! W If. f.LLi MMIIM W fOb Mal M w,YtO tnWJul,W[ lave orecm instanea per ui on the Join Details. unless failure to build the in. The suitability V rrty ompantnrs. uc SEQN: 684177/T7/HIPS PIy:1 Job Number. 36CS0104A FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL,DR Horton DRW: Wgt: 207.2 lbs Truss Label: A3 I ... / ... 10/11/2019 7T11 7 15' 1910" 248" 31'5°73 2' S 39'B" TT11 6'9"13 4'10' 4'10" 6'9°13 7Tit E5XB 012X4 o5X8 E F G M2X4 a48s3X4 a3XB-3X4a4X6 MFX4 SEAT PLATE REQ. SEAT PLATE REQ. L F7' T54 fi'6"1 1' 4"0" 10" 1' 6'8°i T5.15 1'q 7'5'15 14' 15 19'10' 24'8' 25' " 32'2'1 39'8" Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Std: ASCE7-10 TCOL: 7.00 Speed: 160)nph BCLL: 0.00 Enclosure: Closed BCDL: iD.00 Risk Category: ll EXP. C Kzt NA Des Ltl: 37.00 Mean Height 21.41 It NCBCLL: 10.00 TCDL: 4.2 psi Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist h2 to h Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 9.00 R GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bot chard 2x4 SP 91 Webs 2x4 SP 93 Bracing (a) Confinuous lateral restraint equally spaced on member. Or lx4'T' reinforcement. 80% length of web member. Same species & SRB grade orbetter, attached with Ed Box or Gun (0.113"x2.5",min.)nails 6" cc. Wind Member design based on both MWFRS and C&C. "IMPORTANT' Snow Criteria (Pg,Pr in PSF) Pg: NA Ct: NA CAT: NP Pf: NA Ce: NA ILL: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fac: Yes FT/RT:20(ON10(0) Plate Type(s): WAVE DBR/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.211 F 999 240 VERT(CL): 0.393 F 999 180 HORZ(LL): 0.081 L - - HORZ(TL): 0.150 L - - Creep Factor: 2.0 Max TC CSI: 0.580 Max BC CSI: 0.620 Max Web CSI: 0.404 Mfg Specified Camber. VIEWVer. 17.02.02.1208.15 f No 047102 ;* STATE OF xootsesslsspeoscxAaoe oe meemrs gakW(aRppaCauaeq WulYe,ml, R n4ueu]lalm W 6eu rlwf+bw utita wwi Me<Nomnf[Cw rte.e avn a w e«,.w w ew aesae_ von wr awe NeaY�iyRetimm<tGmaM,vxtl m ♦Maximum Reactions Ilbs) Gravity Non -Gravity Loc R+ / R. / Rh / Rw I U I RL B 1650 /- A /878 1788 /256 J 1550 A A /878 1788 A Wind reactions based on MWFRS B Brg Width =8.0 Min Req=1.8 J Brg Width = 8.0 Min Req = 1.8 Bearings B & 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 23 0 F-G 1690 -2320 B-C 2018-3189 G-H 1679 -2465 C - D 1655 -2477 H -1 1655 .2477 D-E 1679-2465 1-1 2017 -3189 E- F 1690 -2320 J- K 23 0 Maximum got Chord Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-R 2880-1728 O-N 2210 -1275 R - Q 2B76 -1728 N - M 2876 -1754 Q - P 2876 -1728 M - L 2876 -1754 P-0 2210-1248 L-J 28BO -1754 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R-C 301 -14 O-G 245 -166 C - P 523 -724 G - N 476 -218 E-P 476 -218 N-1 522 -724 E-O 245 -166 I-L 301 -16 F-O 191 -213 ` to build the wer page he suitability �ney ompanurr<,,,� SEDN: 684167/T6/HIPS Ply:1 Job Number. 36CS0104A FROM: GLM Oty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL,DR Horton DRW: Wgt: 204.4 Ibs Truss Label: A4 / ... 10/11/2019 Tr12 13' 19'10' 2fi'8° 32'0"4 Trig 5 4 + 6'10^ 6'10' + 5'4°4 7T12 '1 ®5X8 R2X4 ReSX8 D E F T ,2 5 p B3X4C m C' ®3%4 I a4%6(A2)B HagXB(A2) A I P O N M L K J 42X4-3X4a3X6 a3X8 a3X8=3X4 1020 SEAT PLATE RED. SEAT PIATE RED. F1' Te° 5'8" 1' 5'10" 5'10' 1' 5'8' T6" 1� 7'e^ 1' 14 19'10^ 25'8' 26' ^ 32'2' 39'8° Loading Criteria, (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wmd Std: ASCE 7-10 Pg: NA Ct NA CAT: W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA Des Ltl: 37.00 EXP: C Kzt NA Code/Mist Criteria NCBCLL: 10.00 Mean Haight. 20.99ft TCDL 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration:,1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Spacing: 24.0" C&C Dist a: 3.97it Rep Fee: Yes Loc. from endwall: not in 9.00 ft FT/RT:20(0u10(0) GCpi: 0.18 Plate Type(s): Wind Duragon: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C DoWCSI Criteria PP Defection in loc L/def L/# VERT(LL): 0.230 E 999 240 VERT(CL): 0.427 E 999 180 HORZ(LL): 0.079 J - - HORZ(TL): 0.148 J - - Creep Factor. 2.0 Max TC CSI: 0.603 Max BC CSI: 0.556 Max Web CSI: 0.437 Mfg Specked Camber. VIEW Ver. 17.02.021208.15 No 047102 9 STATE OF c0015059 ra5D0D9LYM00 DE TB48m P9 svaNgegar NmaN��NNmi N f0..ec NTvlswe^uaeriEunM^I�wi N9wum�mta rmuOmWNWnneuu.e+InmlwWesN aw4wwu NrEe SYi�ANUMn mNnuiMw�tleOw W+igm4 TO ALL CONTRACTORS T n m 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /D /RL B 1550 A A 1879 7789 1226 H 1550 /- !- 1879 1789 A Wind reactions based on MWFRS B Brg Width =8.0 Min Req=1.8 H Brg Wd0:=8.0 Min Req=1.8 Bearings B & H are a rigid surface. Bc-Nngs B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chards Tens. Comp. A-B 23 0 E-F 1927 -2716 B-C 2032-3163 F-G 1800 -2636 C - D 1600 -2636 G - H 2O31 -3163 D-E 1927.2716 H-1 23 0 Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-P 2852-1737 M-L 23TT -1406 P-0 2848-1737 L-K 2377 -14DS O-N 23T7-1380 K-J 2548 -1763 N - M 2377 -1380 J - H 2852 -1764 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp P-C 250 -17 M-F 434 -313 C-O 415 -548 F-K 443 -221 D-O 443 -221 K-G 415 -54B D-M 434 -313 G-J 250 -18 E-M 351 -401 ant;' nnrPanenrs. SEON: 6841611 T5 / HIPS Ply: 1 Job Number. 36CS0104A FROM: GLM Oty: 2 4EHB Hayden-2605 "H' OL/DR Horton /4EHB Hayden-2605'H" OL,DR Horton DRW: Wgt: 204.4 lbs I Truss Label: A5 .. / ... 10/112019 TT13 11' 1TT 21' 22B"12 288" 32'0"3 f TT13 3'4"3 6'1" 3'11' f 1'8.1 5'11°4 3'4'3 T7.73 VSX6 E3X4 -3X6 112X4 sa5X8 T 12 D E F G H 5 p O3X4C 11N3X4 a �a4Xfi(A2)B Js4K6(A2) 1 A S R O P O N M L N2X4 a3X4 a4Xe a3X4 a3XB a4Xe a3X4 1112X4 BEAT PIATE REQ. SEAT PLATE REQ. 39'B" 3151 I 13611"114 + 3'S5 T6"1 1' 3TB'1 ' 8 4' 1698 1 2 29I382139'B' T io 1 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pt in PSF) Def 1CSI 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-Gmvity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.260 G 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.484 G 977 180 B 1550 /- /- /875 7790 /197 BCDL: 10.00 Risk Category: ll Snow Duration: NA HORZ(LL): O,082 L - J 1550 /- /- /875 7790 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TLj: 0.153 L - - Wind reactions based on MWFRS Noffit: 10.00 Mean Height 20.58 it TCDL: 4.0 psi Code / Miss Criteria CreepFactor. 2.0 B B Width = 8.0 Min Re 1.8 q SoltiT. 2,00 BCDL: 5.0 pst Bldg Code: FBC 2017 RES Max TC CSI: 0.606 J Big Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist h2 to h TPI Std: 2014 Max BC CSI: 0.562 Bearings B & J are a rigid surface. Spacing: 24.0 C&C Dist a: 3.97 ft Rep Fee: Yes Max Web CSI: 0.511 Bearings B & J require a seat plate. Loc, from endwall: not in 9.00 ft FT/RT:20(Oj/10(0) Mfg Specked Camber. Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEWVen 17.02.02.1208.15 A-B 23 0 F-G 2160 -3113 Lumber B-C 2052-3156 G-H 2160 -3113 Tap chard 2x4 SP#1 C-D 1922-2790 H-1 1921 -2790 Bot chord 2x4 SP#1 D-E 2150-3098 I-J 2052 -3156 Webs 2x4 SP#3 E-F 2160-3113 J-K 23 0 Wind Maximum Rot Chord Forces Per Ply (Ibs) Member design based an bath MWFRS and CBC. Chords Tens.Comp. Chords Tens. Comp. B-S 2844-1754 O-N 25M -1530 S - R 2840 .1754 N - M 2534 -1530 R-O 2534-1505 M-L 2841 -1780 O - P 2534 .1505 L - J 2644 -1781 -.duos..- P-0 3118-1880 Maximum Web Forces Per Ply (Iba) ♦`��C,V�_.....;; ••��(`iEN$F•: Webs Tens.Comp. Webs Tens. Comp. �ct�_�i�I No O47102 S � M S-C 219 -20 G-O 296 -326 C - R 342 -420 O - H 734 -499 * D-R 378 -242 H-M 382 -244 D-P 721 -488 M-1 343 -421 1%; $TQTE OF P-E 300 -330 I-L 217 -21 :A •- E-O 102 -98 .wvewvrapww rraap rrm,eue�al R pt.ucrrnvlamtmwa Wew.�r.r+.l alttMnOa Ww mnuarepnnw+.«uv...mr.mmv.a vwaw wc. w n w.w.w.nrxmn•w wt r rm.a r• nmuma TO ALL CONTRACTORS INCLUDING nay nmpomnc,. 'r FROM:GLM T a a4X8 Qty:t 4EHB Hayden-2605"H"OL/DR Horton/4EH13 Hayden-2605"H"OL,DR Horton DRW: V/gt: 190.4 lbs I Truss Label: A7 I ... / ... 10111/2019 f 4'9'14 F g + 16'5" 21' 23'4'12 30'8' 34'10'2 39'8' 49"14 4'2'2 75' 47' 2'4'12 7'3'4 4'2'2 4'B'14 a5X8 a3X4 e06 012X4 aSX6 12 D E F G H , ww"19, RIVERS N "IN t O P O N M L --3X4 =4XB a4X4 a4X10 a4X6 maX4 SEAT RC-0. w li 6(A2) 1 SEAT PLATE REQ. FT 9' 9 2'1°e 7'3"4 23'4 5' 9' 1� 9' 14' 16'1. 23'4"12 25'e' 30'8° 39'B' Loading Criteria (psq 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: ll EXP. C Kzt NA Des Ld: 37.00 Mean Height 20.16 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Dumtion: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0" CBC Dist a: 3.97ft Loc. from endwall: not in 9.00It GCpi: 0.18 Wind Duration: 1.60 Tap chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and CBC. THIS a Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactlons (Ibe) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Gravity Non -Gravity, Pf: NA Ce: NA VERT(LL): 0.339 G 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.630 G 749 180 B 1550 /- /- /867 1801 1167 Snow Duration: NA HORZ(LL): 0.090 L - J 1550 /- A /867 1801 A HORZ(TL): 0.167 L - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Brg Width = 8.0 Min Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.741 J Brg Width = 8.0 Min Req = 1.8 TPI Std: 2014 Max BC CSI: 0.709 Bearings B & J are a rigid surface. Rep Fac: Yes Max Web CSI: Bearings B & J require a seat plate. Plate Mfg Specked Camber: Camber: Maximum Top Chord Forces Per Ply (Ibs) Type(s):0(0) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEWVe, 17.02.02.1208.15 A-B 23 0 F-G 2S55 -3778 B-C 2153-3226 G-H 2555 -3778 C - 0 2D01 .2997 H -1 2000 .2996 D-E 2539-3754 I-J 2153 -3227 E-F 2555-3178 J-K 23 0 No 047162 STATE OF *hU i0o1595s}a 101D9CXHb[DE 1964 FO f9 b1a aume+� W aVMe we aw"q uma� uaeaa natuara>mIM m.mamaea.m.reuwt albyuunrmt aas:amnwenaonn ma.mrm,+an.aeo.ewu.ba W tlq W41 WAMm'le"<MamullavJW mY(aIN�YY ¢nK Maximum Rot Chord Forces Per Ply ([be) Chords Tens.Comp. Chords Tens. Comp B-0 2927-1873 N-M 2736 -16M O-P 2737-1640 M-L Z736 -1673 P-0 2737-1648 L-J 29M -1899 O - N 3784 -2321 Maximum Web Fomes Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C-q 249 -211 G-N 349 -397 D-q 360 -109 N-H 1174 -778 D-0 1151 -760 H-L 363 -109 O-E 351 -401 L-I 251 -213 E-N 89 -84 mrty om7ron[nrs. u< lane use or ml9 arumng ter any structure Is me responsibility of the Building Designer per AN561 F11 ieC.Z, - l Formpre intamisiion xaibis ipb's nenenl notes nape en�Nesa web tiles: ALPINE: ws a1pineiiwmm'TPL ww Ipinstom'SBCA,. b ,Sbdneuehvmm'IOC: vmwimsak pm SEQN:6 4185/T75/SPEC Ply. 1 Job Number. 36CS0104A FROM: GLM Qty: 1 4EH3Haydr..2605 H. OL /DR Horton /4EHB Hayden-2605 °H" OL,DR Horton DRW: Wgt 210.0 Its Truss Label: A6 / ... 10/1112019 L12'8�• 77°12 10'1(• O T7'12 32°4 18119 228f4'S30'85• ''20.F 39'8° 31'1'91 fi26'09 412 , 4'e•14 5 12 Da5X E 6X10(SRS) 02X4 a4CA6 EH 4 s /3X4C TT J/2X4 Y h .4X6fA2) B K-06(A2) HH T S R Q P O N M 1 g2X4 a5X8 M2X40HO308 a3X8 a4X4 w4X6 a3X4 SWPLATEREQ. 39'8° SEAT PLATE REQ. 6• 13'41"01'2"� 4'e'9 + 9' 14F'809�39'8"7 6i01,+,+z 85 24T3 5 1P� 1' Loading Criteria (pall Wind Criteria Snow Criteria (PILPI In PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA 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 20.54 ft 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 h/2 to In TPI Std: 2014 Spacing: 24.0 ° C&C Dist a: 3.97 ft Rep Fac Yes Loc. from endwall: not in 9.00 ft FT/RT:20(Oy10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.61) WAVE, HS Lumber Top chord 2x4 SP 01 Bot chord 2x4 SP 01 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C DofUCSI Criteria ♦Maximum Reactions (Ibs) PP Deflection in loc Udefl LN Gravity Non -Gravity VERT(LL): D.352 F 999 240 Loc R+ / R. / Rh / Rw / U / RL VERT(CQ: 0.666 F 720 180 B 1550 /- A /859 7788 /194 HORZ(LL): 0.091 M - - K 1550 A /- /862 1790 /- HORZ(TL): 0.169 M - - Wind reactions based on MWFRS Creep Factor. 2.0 B Brg Width = 8.0 Min Req = 1.8 Max TC CSI: 0.602 K Brg Width = 8.0 Min Req = 1.8 Max BC CSI: 0.665 Bearings B & K am a rigid surface. Max Web CSI: 0.769 Bearings B & K require a seat plate. Mfg Speed Camber: Maximum Top Chord Forces Per Ply (]be) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 17.02A2.1208.15 A-B 23 0 G-H 2568 -3869 B-C 2111 -3158 H-1 2503 -3623 C - D 1986 .2792 I - J 2024 -2985 D - E 1996 -2767 J - K 2186 -3229 E-F 2569-3869 K-L 23 0 F-G 2668 -3869 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-T 2846-1791 P-0 3659 -2290 T-S 2842-1791 O-N 2722 -1691 S - R 3345 -2097 N - M 2722 -1691 R-Q 3348-2097 M-K 2931 -1931 Q - P 3348 -2097 - 1q,,.. F•.;%%, 0o - �;• Maximum Web Forces Per Ply(lbs) L� , Webs Tens.Comp. Webs Tens. Comp. No 047102 r' *; r T-C 242 -22 F-P 301 -338 * � � C-S 348 -435 P-H 252 -168 D-S 2018-1422 H-O 389 .489 9'STATE OF . [(7'? ,�,: S-E 1331 .1867 0-1 1070 -733 S0. E-R 103 -5 I-M 347 -112 4*. /.. .-..(tQ:':�C�'_� E-P 614 -407 M-J 255 -232 GOD35BSaa1 SDBD9CXMDBOEl960 mf9 M •,tvmev.,pi•wvrCM W w1uM•YG M PIYLNnYIRIM GaYY•u WwwMia4Y.1 wNmthumte[e. ntn:•.aHrdeeEswm nepveae•t gyvlK rn6f m1M WYr r.•nt•xlnMtl matMmtlMm N.MprvN wb. as snown above one on Onev Impanenrs. �u I SEON: 7D4599 /T23 / HIPS Ply:2 Job Number. 36CS0104A FROM: JAH Oty: 1 4EH8 Hayden-2605 "H" OL /DR Horton 14EHB Hayden-2605 "H" OL,DR Horton DRW: Wgt: 243.61bs Truss Label: ABG / ... 10/11/2019 T 242''2F73'0 I 3 0'5}37' 11'2 114 1''4B 4'1T31292 1 T i' 1� SEAT PIATE REQ. 1' , 6'2"4 5710 Loading Criteria (psq TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit 2.00 Load Dumtion: 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 19.74 It TCDL: 4.2 psi BCCL: 5.0 psi MW7 RS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: Bot chord 2x6 SP #1 Webs 2x4 SP #3 Nailnobo Nail Schedule:0.128"x3", min, nails Top Chord: 1 Row @12.00" o.c. Iof Chord: I Row @12.00" o.c. ebs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-D-0 setback with 0-0-0 rant and 1-0-0 overhang. End jacks have 7-M setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and D-0-0 overhang. Wind Wind loads and reactions based an MWFRS. THIS 83X4 a7X8 e3%10 e3X4 a7XB 1113X4 Snow Criteria (Pg.Pr in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE 2Z6"3 2772 DofUCSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.414 F 999 240 VERT(CL): 0.777 F 607 160 HORZ(LL): 0.080 K - - HORZ(TL): 0.150 K - - Creep Factor: 2.0 Max TC CSI: 0.375 Max BC CSI: 0.739 Max Web CSI: 0.672 Mfg Specfied Camber: VIEW Ver. 18.02.01A.0205.20 No 04716g STATE OF CM58Mtit 50309CMUDEM 790 m F9 rra nn m mn aaveaYr qua u ,em p Ym�, wpgL NrR W N>L]IM W aW,4YabNJlrw] a9anYaN„au� MnhC]MY]NMYLYNOJY1tl1¢nitlbaL40Y]n] Ylb] .mm ]w.].naraeamnm].mwsrmima.rvaom+. wYv TO ALL CONTRACTORS INCLUDING SEATPLATE REQ. {L�F7 3 'B 9 ° ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R. /Rh /Rw /U /RL 0 3119 /- A /- /1572 A 1 3119 /- /- A 11572 /- Wind reactions based on MWFRS G Brg Width = 0.0 Min Req = 1.6 1 Brit Width = 8.0 Min Req = 1.6 Bearings O 6 I am a rigid surface. Bearings O 8 I require a seat plate. Maximum Top Chord Farces Per Ply (the) A-B 11 -9 F-G 2814 -5672 B-C 1845-3697 G-H 2442 -4918 C - D 2442 -4919 H - I 1645 -3698 D-E 2828-5693 1-J 11 -9 E -F 2828 -5693 Maximum Bat Chard Forces Per Ply (Ibs) Chards Tens.Comp. Chords Tens. Comp B-P 3393-16B3 M-L 4994 -2491 P-0 3377-1680 L-K 3377 -1679 O-N 4994-2491 K-1 3393 -1683 N - M 5702 -2840 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-C 316 -72 F-M 247 -290 C-O 1765 -872 M-G 7B6 -374 0-0 480 .739 G - L 481 -742 D-N 804 -388 L-H 1764 -872 E-N 245 .283 H-K 317 -72 N-F 13 -11 rrnry nmpanrnrsv. any SEQII: 7045911 Tl 9/SPEC Ply:2 Job mber. 36GS0104A FROM: JAH Cry:: 1 4EHBNuHayden-2605'H. OL /DR Horton /4EHB Hayden-2605 "H" OL,DR Horton DRW: Wgt 255.5 lies Truss Label: A9G ... ! ... 10/11/2019 i111'414 22'1 234034M 32'0e°R3122 813'310"49 1T550'1100 401'106 30T95° 12 Ds5%fi 5 p aeX10 m3X4 sa7X8 m3X4 TC4 916X8(R) T E F TC3 G H I c J /3X4C W if Tta e4%fiA(A1)B Ke4)L16(83) T S R O P O N M 11 III2X4 s5X12 -H0710 a4X4 a5X8 -H0710 -4X6 112X4 SEAT PIAM REQ. L 39'8° 5'1"2 334+3'°328913 624 1' 3S05fi 31T1844e4 0. I 4109 5B'8 e7*2121 2 2 999° REQ. Loading Criteria (psq Wind Criteria Snow Criteria (Pg,PI in PSF) Deg/CSl Criteria ♦Maximum Reactions (Ibs) TCLL: 2D.00 Wnd Std: ASCE 7-10 Pg: NA Cl: NA CAT: NA PP OeBection in loc L/deg L/# Gravity Non -Gravity TCDL: 7.oa Speed: 160 mph Pf: NA Cc: NA VERT(LL): 0.477 G 99a 240 Lee R+ / R. ! Rh / Rw I U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.884 G 534 180 U 2735 A A !- /1565 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.110 D - - K 3740 A /- /- 2167 /- Des Ld: 37.00 EXP: C Kzt NA HORZ(TL): 0.205 D - - Wind reactions hosed on MWFRS Mean Height 20.54 ft NCBCLL: 0.00 TCDL: psf Code / Miae Criteria Creep Factor. 2.0 U Brg Width = 8.0 Min Req = 1.6 5.2 Soffit: 2.00 BCDL: S.a pal al Bldg Cade: FBC 2017 RES Max TC CSI: 0.531 K B Width t9 Min Re q = 1.9 Load Duration: 1.25 MWFRS Parallel Dist 0 to 1,2 TPI Sid: 2014 Max BC CSI: 0.fi78 Bearings U & K are a rigid surface. Spacing: 24.0" C&C Dist a: 3.97 It Rep Fam No Max Web CSI: 0.816 Bearings U & K require a seat plate. Loc. from endwall: not in 9.00It FT/RT:20(Oy1D(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Wind Duration: 1.60 WAVE, HS VIEWVer. 18.02,01A0205.20 ----]A 11 .10 G-H 4060 -6971 Lumber B-C 1800-3154 H-1 3779 -6498 Top chordC-D 2z4 SP #1 :TC3, TC4 2x6 SP #1:P 1713-2975 I-J 3189 -5500 Bat chordrd SP #1 D - E 17D8 -2973 J - K 2599 -4483 S#3 Webs 2x4 SP :W42z45P91: E-F K-L 11 -10 43607 060-6 4060 F-G -6971971 Nailnote Nail Schedule:0.128"x3', min. nails Maximum Bat Chord Forces Per Ply ([be) Tap Chard: 1 Row @12,00' o.c. Chords Tens.Comp. Chards Tens. Comp. Bot Chord:1 Raw @12.00"o.c. Webs : t Row @ 4 B-T 2888 -1641 P-O 6555 -3820 een a equal spacing between rows and snigger nails T- S 2887 .1643 O - N 5597 .3252 in n each row to evcid splitting. S - R 5369 -3094 N - M 4103 -2376 �{i/«t16jill" R-Q 5371 .3098 M-K 4118 .2378 Special Loads MA,T`��, O-P 6308 -3655 _ Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25 ( ) From ,\\\\\JFi %• TC: 55 plf et -1.00 ro 55 plf el 21.17 TC: From 28 et 21.17 to 28 at 32.87 ,\\ ,?.' �G E'Ng •;� it V F Maximum Web Forces Per Ply (Ibs) plf pit TC: .�, rr •�*� Webs Tens.Comp. Webs Tens. Comp. From 55 plf at 32.67-1.00 to 55 pit at 40.00 ;• • L<i0 047182 • i BC: From at -1.00 to 4plf at 0.00 *� T-C 49 0 G-P 103 -108 0plf BC: From 20 plf at 0.00 to 20 plf at 21.17 *. C - S 92 -180 P - H 519 -299 BC: From 10 plf at 21.17 to 10 plf at 32.64 %'0: . X D - S 2142 -1187 H - O 393 -530 BC: From 20 plf at 32.64 to 20 plf at 39,67 BC: From 1) % STATE OF LU S - E 19D7 -3288 0-1 1143 -668 4 plf at 39.67 to 4 plf at 40.67 TC: lb Cone. Load . rr . �d R - E 49 .28 I - N 618 -943 169 at 22.60.24.60,26.60 ri'� .A,4 E-Q 1175 N-J IT78 TC: 162 lb Cone. Load at 28.60.30.60 R � '� r��S -698 -1035 TC: 369 lb Core. Load at 32.64 %� `��\* I'��iSyO(uA� Q - F 472 -738 J - M 286 -48 1484 lb Conc. Load at 21.17 BC: lb Core. Load l\\\ F-P 885 -539 at 22.60.24.60,26.60 BC: 124 lb Cone. Load at 28.60.30.60 SEMALk BC: 492 lb Conc. Load at 32.64 40msaseze spspscxAlDEcensam P9 Wind R 1A.11[N)WIMMiYrbMlOM W.{MLr Wind loads and reactions based on MWFRS. W WYIm,.Dll kM+<npnq Vutau.wb.wwufk+•ab.Ord wtG � vdM Wlaa.vnbJenm•, m,nM.Ym wvrmmok as snown aoove one on !filly omlwnenrs. vc SEGN:704515/T16/HIPS PIy:1 Job Number•. 36CS0104A FROM: JAH Oty: 1 4EHB Hayden-2605 "H" OL/DR Horton /4EHB Hayden-2605 "H" OL,DR Horton DRW: Wgt: 103.6 Its Truss Label: Bt / ... 10/11/2019 4'9"14 9' 12'e• LL T i6'10"2 21'0°8 F 4'9"14 4'T2 } 3'8• 4'2°2 'I 4'2°6 1 SEAT PLATE RED. e4X4 a5x6 a3x8 21'0"8 88°4 Loading Criteria (pall Wind Criteria Snow Criteria (Pg,Pf In PSF) OeNCSI Criteria ♦Maximum Reactions ([be) TCLL: 20.00 Wnd Std: ASCE7-10 Pg: NA U NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.058 H 999 2.40 LoC R+ / R- / Rh / Rw / U / RL BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.109 H 999 180 B 858 A A 1480 1520 /135 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.025 H - - G 783 A /- /406 1468 /- Des Ld: 37.00 EXP: C Kzt NA HORZ(TL): 0.047 H - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 20.16 R Code / Misc Criteria CreepFactor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 4.2 Pat BCDL: 5.0 Pat Bldg Code: FBC 2017 RES Max TC CSI: 0.289 I G Brg Width =- Min Req = - Load Duration: 1.25 MWFRS Parallel Dist 0 to h2 TPI Std: 2014 Max BC CSI: 0.491 1 Bearing B is a rigid surface. Bearing B requires a seat plate. Spacing: 24.0 ° C&C Dist a: 3.00 it Rep Fae: Yes Max Web CSI: 0.149 Loc. from endwall: not in 9.00 ft FT/RT:20(0U70(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (the) GCpi: 0.18 Plate Type(s): Chards Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEWVer. 18.02.01A.0205.20 A-B 23 0 D-E 814 -1068 Lumber B-C 1039-1529 E-F 831 -1189 C-D 860-1227 F-G 986 -1430 Top chord 2x4 SP#1 Sot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chard Forces Per Ply (1bs) :Rt Wedge 2x4 SP #3: Chords Tens.Comp. Chords Tens. Comp. Hangers/Ties B-1 1377 -913 H-G 1255 -034 (J) Hanger Support Required, by others 1-H 10a8 -651 wnd Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and CBC. Webs Tens.Comp. Webs Tens. Comp. jt111fJjl dI C-1 291 -320 H-E 258 -132 \\ \\\ ,, Rl. �4P— D - I 306 .142 H - F 255 .227 D-H 106 .104 No 047102 * 9� STATE OF un�>meerMY."bm avMur, ua. NPtY�NRO{b,Whmbmtlmr°amerr WAl rr, aevuaaunlW� bbYC<Fxld YbOrcwvil W ebmW6°vLYpmLNufYG Ntle WMf vn sv'Othn{maeW MnMfmbP°Iml�aY as snown Seem ano on failure to build the ln. or The suitability RRCy SEQN: 704619 / T10 / HIPS Ply: 1 Job Number. 36CS0104A FROM: JAH Qty: 1 4EHB Hayden-2605 "H° OL /DR Horton /4EH13 Hayden-2605 "H" OL ,DR Hatton DRW: Wgt 112.0 lbs Tress Label: B2G I ... / ... 10/1112019 T 10'10" 14'8° 2110"8 T 3'10" 3'10° 6'4"8 0SX6 1112X4 a`SX8 C D E m04 a7X8 1904 SPAT PLATE REQ. 21'0"8 12 3'8"4 3'B°4 6'6"4 T1"12 10'10" 14'6"4 21'0"8 Loading Criteria(psf Wind Criteria TCLL: 20.00 Wintl Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: ll EXP: C Kzt NA Des Ltl: 37.00 Mean Height 19.74 it NCBCLL: 0.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 pal Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0" CBC Dist a: 3.00ft Loc, from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Tap chord 2x4 SP #1 Sot chord 2x5 SP #1 Webs 2x4 SP #3 Hangers / Tres (J) Hanger Support Required, by others Loading 91 hip supports 7-04 jacks at left and and 6A-e jacks at right end. Jacks have no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,PI in PSF) Pg: NA Or: NA CAT: N/ Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fac: No FT/RT:20(0u10(0) Plate Type(s): WAVE DegICSI Criteria PP Defection in lac Udell U# VERT(LL): 0.127 D 999 240 VERT(CQ: 0.238 D 999 180 HORZ(LL): 0.034 G - - HORZ(TL): 0.063 G - Creep Factor. 2.0 Max TC CSI: 0.568 Max BC CSI: 0.704 Max Web CSI: 0.252 Mfg Speed Camber. VIEW Ver. 1B.02.01A.0205.20 f No 047182 STATE OF motssssm msoscX�uaeor taro rots N IR Yc N1mI an m � Rat W,°usr M wwN wnnl •Q/1 W4r Ka'.eC aD�RNIPbfKueRlYrMlM,ibf<4 lYd �YhO wd6 LW1 W.[wtuYnMe,MM WHb.YY4umY mom on of fl ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R. / Rh l Rw / U / RL J 1614 A A /- /967 A F 1590 /- /- /- /932 A Wind reactions based on MWFRS J Brg Width = 8.0 Min Reel = 1.9 F Brg Width=- Min Req=- Bearing J is a rigid surface. Bearing J requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-S 23 .21 D-E 2011 -3429 B-C 2026-3418 E-F 1904 -3205 C-D 2011 -3429 Maximum Sot Chord Forces Per Ply (Ibs) Chards Tens.Comp. Chords Tens. Comp. B-I 3099-1813 H-G 2912 -1699 I - H 3133 .1825 G - F 2688 -1694 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C -1 662 -222 H - E 646 -390 C-H 370 -233 G-E 461 106 D - H 444 .446 failure to build the g or cover page in. The suitability rutty o.ey SEQN:686472/T33/COMN Ply:1 Job Number. 36CS0104A FROM:GLM Qty:2 4EHB Hayden-2605"H"OL/DR Horton/4EH13 Hayden-2605"H"OL,DR Horton DRW: Wgt: 36.4 Ibs Truss Label: Li / ... 10/11/2019 10, I r 5 r 5' T 4 p C-4X6 T =2X4(A1)B=2X4(A1) N 1 3'15 A E I F 1 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 10, S' I 10, Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pr in PSF) DefVCSI Criteria ♦Maximum Reactions ([be) TOLL: 20.00 Wnd Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl V# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.016 F 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CQ: D.D23 F 999 180 B 433 /• A /272 1205 179 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.005 F - D 433 /- /- /272 1205 A Des Ltl: 37.00 EXP: C Kzt NA HORZ(TLj: 0.007 F - Wind reactions based on MWFRS Moen Height 15.00 N Code / Mise Criteria Creep Factor. 2.0 B Brg Width = 8.0 Min Re 1.5 NCBCLL: 10.00 P q TCDL: 4.2 Dsf D Brg Wdth = 8.0 Min Re 1.5 Soffit 2.011 BCDL: 5.0 Dsf Bldg Code: FBC 2017 RES Max TC CSI: 0.320 9 = TPI Sid: 2014 Max BC CSI: C.213 Bearings B & D are i rigid sat plat Spacing: Duration: 24.0 1.25 MWFRS Parallel Dist 0 to N2 Bearings B 8 D require a seat plate. Spacing: 24.D" C8C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.078 Lac. from endwall: Any FT/RT:20(0)/10(0) Mfg Specked Camber. Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEWVer. 17.02.02.1208.15 A-B 19 0 C-D 810 -63B Lumber B-C 809 -638 D-E 19 0 Top chord SP 91 Maximum Bot Chord Forces Per P Iba) BotWe 2x4 x4 SP #1 ly Webss 2x45P #3 Chards Tens.Comp. Chords Tens. Comp. Wind B-F 575 -620 F-D 575 -620 Member design based on both MWFRS and CSC. Maximum Web Forces Per Ply (Iba) Webs Tens.Comp. C - F 206 -48 a�p~�1ELfh9ggp%�`�i .......... NSF ��'i: s No O471fl2 F µ SERIAL k e0 p15B5]]a]D]D9C]CMDCDET96a ED f9 wowramntaae :aaa.vvx.atm� uu.mr.eetnwv .eac+e.a wee ..e xa tn.x.�wmnounma,.,u w,.wee m w.mwm ws. "WARNING•• READ AND FOLLOW ALL NOTES ON THIS DRAWNGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require ezireme care in fabdratinn, hantllinpp shipping, installing antl brecing.,Refer to antl fellow the latest ed8isn of BCSI (Builtling Component Safety Information, byv TPI and SBCA) dot safety practices prior to pedonning these Punchons. Installem shall provide tempos�IYy «pry bracing oar BCSI., Unless notetl olher«ise,top chord shell have propedy ettachetl sWcturel sheathing end bottom chortl shall have a properly attached ripid ceiling Locations shown fory elmanenl lateral restre'nt ofwebs shall have breclnp Ins lletl per BCSI sections B3, B7 ar 910, nn+ a+erns.� as applmable. Apply later to each face, of truss antl position as s{rown above antl on Ne Jolnf Details, unless noted otherwise. defer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Croup Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss In conformance with ANS191 1, orfor handlinq� shipping, Installation and bracing of trusses A seal on this tlrevnng or cover page_ listing this drawing indicated acceFf�nce of profesamnal engineering responsibility solely for the design shown. The auitabdtty and use of this drawing for any structure is the responsibility of the building Designer per ANSVI-PI1 Sec.2. Forma. inrmmalionsee n,laob's iteneral notes pageand Mese.bailea: ALPINE www.al ineitw.mm TPl: vmw. imto ; SBCA: w.wa.ehdrd.i .ram; ICC: vmw.ilzsete.o SEQN: 704528 / T43 / HIPS Ply: 1 Jab Number. 36CS0104A FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL/DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wilt: 47.6 lbs Truss Label: L2G I ... / ... 10/11/2019 3"15 A 3' 5' 7' 10, 2 '�' 3 12 4 p SEAT PLATE REQ. 10, \A1G SEAT PLATE REQ. 1, I 3'1"12 + 1'10"4 + 1'10"4 + 3'1"12 12 5' 6'104 10, Loading Criteria (psl) 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: ll EXP: C Kzt NA Des Ld: 37.00 Mean Height 15.00 R NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h2 Spacing: 24.0" CBC Dist a: 3.00ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 03 Loading 91 hip supports 3-0-0 jacks with no webs. Left side jacks have 8-0-0 setback with 0-0-0 rant and 1-M overhang. End jacks have 3.0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right aide jacks have 3-0-0 setback with D-0-0 cant and D-D-0 overhang. Wnd Wind loads and reactions based on MWFRS. AND 11 Snow Criteria (Pg,Pf in PSF) DoftfCSI Criteria ♦Maximum Reactions (Iba) Pg: NA U NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pt NA Ce: NA VERT(LL): 0.023 D 999 240 Loc R+ / R. / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CQ: 0.042 D 999 180 B 493 A A A 1241 A Snow Duration: NA HORZ(LL): 0.006 H - - F 493 /- /- A 241 /- HORZ(TL): 0.011 H - - Wind reactions based on MWFRS Code/Miss Criteria Creep Factor. 2.0 B Brg Width =8.0 Min Req=1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.094 F Brg Width = 8.0 Min Req = 1.5 TPI Bid: 2014 Max BC CSI: 0.172 Bearings B & F are a rigid surface. ' Rep Fee: No Max Web CSI: 0.067 Bearings B & F require a seat plate. F URT:20(0y'10(0) Mfg Specked Camber. Maximum Top Chord Forces Per Ply ([be) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEWVer. 18.02701A.0205.20 A-B 19 -14 D-E 430 -986 B-C 390 -885 E-F 390 -885 C-D 430 .986 F-G 19 -14 Na 047102 fE OF a0015958185D909CXMDE0E196em F9 �weacvrM*.ar Mean++.=+�w�«t n �. w.«wl«arrmxw«a+nwyariu.r MRr!¢pY1NtleCau�W ataimLLe' 9t qJ 1M«+H N MC5Mb1 4w.mMrC4eW MwYdMrIY1bIN[ nave oracinn installee per BI on the Join Details. unless Maximum Bat Chord Forces Per Ply ([be) Chords Tens.Comp. Chords Tens. Comp. B-J 818 -353 I-H 830 -351 J-1 830 -351 H-F 818 -353 Maximum Web Forces Per Ply (Iba) Webs Tens.Comp. Webs Tens. Comp. C-J 80 0 I-E 1A -88 C-1 176 -88 H-E If - D D-I 99 .116 nosy ampasmrs. w SEON:704627/T12/HIPM Ply:1 Job Number. 36CS0104A FROM: JAH Oty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL,DR Horton DRW: Wgt: 88.2 Ibs I Truss Label: MEG / ... 10/11/2019 10 SEAT PLATE REC. 5'9"8 8'11"8 11 "4 17'8"8 .1151 3'8"12 4'04 Pa =3X4 1112X4 IIIZX4 �5X6 =5X10 18, 1 + 5'11"4 3'6"12 4'0"4 40"4 5'11"4 13'6"4 1TB"8 Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soft: 2.00r Load Duration: 1.25 Spacing: 24.0" Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height 15.00 R TCDL: 4.2 Pat BCDL: 5.0 ps1 !!WFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 ft Loc. From endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 Bat chord 2x4 SP #1 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP 93: Loading #1 hip supports 5-9-8 jacks with no webs. Wind Wind loads and reactors based on MWFRS. Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Miac Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: No FT/RT:20(0u10(0) Plate Type(s): WAVE DeNCSI Criteria PP Deflection in too L/deB L/# VERT(LL): 0.116 J 999 240 VERT(CL): 0.216 J 984 1B0 HORZ(LL): 0.028 H - - HORZ(TL): 0.053 H - - Creep Factor: 2.0 Max TC CSI: 0.357 Max BC CSI: 0.551 Max Web CSI: 0.039 Mfg Specified Camber: VIEWVer. 18.02.01A.0205.20 No 047102 STATE OF mmseseffisososcxaaoe0e ream F9 e�+m� W qve �r usaMuru�unui Niwa�N)lYrm9"tm CweYau W+r4LLr eNblrNxrW Cafo[VaW �r"9mul�rCgw1 W =a6r W Ma Va�wnewo�lenmwm �NN�tlttf N W WnroY apK INCLUDING THE INSTALLERS ♦Maximum Reactions ([be) Gravity Non -Gravity Loc R+ IR- /Rh /Rw /U /RL B 1190 /- A /- /567 /- G 1233 /- /- A 1566 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 G Brg Width =3.0 Min Req=3.0 Bearings B 8 G are a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Camp. Chords Tens. Camp. A-B 19 .14 D-E 965 .2117 B-C 1307-2816 E-F 965 -2117 C - D 1325 -2902 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-K 2630-12DB J-I 2900 -1344 K-J 2660-1211 I-H 138 .75 Maximum Web Fames Per Ply (]be) Webs Tens.Comp. Webs Tens. Comp C-K 412 -65 E-1 325 -395 C-J 771 -128 I-F 2203 -990 J-D 129 D G-H 71 0 D-1 429 -685 F-G B58 -15D6 the nntt• ompanenn. uc SEQN: 704621 / T18 / MONO Ply: 2 Job Number. 36CS0104A FROM: JAH City: 1 4EHB Hayden-2605'H' OL/DR Horton /4EHB Hayden-2605 "H" OL,DR Horton DRW: Wgt: 37.1 Its Truss Label: MG1 ... / ... 10/11/2019 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" Top chord 2x4 SP #1 Bot chord 2x6 SP 91 Webs 2x4 SP 03 � 75 T r 4'2°15 m2X4(, 19 SEAT PLATE REC. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II FRCP: C Kzt NA Mean Height: 19.95 ft TCDL: 4.2 list BCDL: 5.0 list MWFRS Parallel Dist h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 R GCpi: 0.18 Wind Duraflon: 1.60 Nailnote Nail Schedule:0.128"x3", min. nails Tap Chord: 1 Row @12.ao" o.c. Bot Chord: 1 Row @ 4.25" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 55 plf at 0.00 to 55 pit at 7.00 BC: From 10 pit at 0.00 to 10 plf at 7.00 BC: 164 to Conc. Load at 1.09 BC: 15901b Conc. Load at 3.06 BC: 783 It, Conc. Load at 5.06 HangersMae (J) Hanger Support Required, by others Wind Member design based an both MWFRS and CSC. Right end vertical not exposed to wind pressure. "IMPORTANT" IV3 2'10"13 SnOW Criteria (Pg,R in PSF) DeRICSI Criteria ♦Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Defection in luc Udell Uft Gravity Noa-Gravity Pt NA Ce: NA VERT(LL): -0.015 E 999 240 Loc R+ I R- / Rh l Rw l U I RL Lu: NA Cs: NA VERT(CL): 0.027 E 999 180 F 1509 /- A /169 1908 /124 Snow Duration: NA HORZ(LL):-0.005 E - D 1484 /- /• /166 1914 /- HORZ(TL): 0.009 E - - Wind reactions based on MWFRS Code IMisc Criteria Creep Factor. 2.0 F Brg Width = 8.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.175 D Brg Width =- Min Req = - TPI Still: 2014 Max BC CSI: 0.506 Bearing F is a rigid surface. Rep Fee: Varies) Ltl Case MaxfgWeb CSI: Bearing F requires a seat plate. Plate Mfg Speed Camber. Camber. Maximum Top Chord Forces Per Ply (Ibs) Type(s):0(0) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEWVer. 18.02.01A.0205.20 A-B 764-1252 B-C 20 -29 No 047182 STATE OF [0919958r89D9a9C1a A40E DE 7960mF9 ane�,Yvvarpua sf I W ONw+'�,�N�,i N L0..LLN]IYIM �4Yka,� WM�./a{MLl nMYYClm,WN. e,N30YN]gUNlaueW Ya eMfsnYlvtD plYEN Wh/ n1tlYMw1u#xiptlenma.suMr,�W m W wwmu awb. as Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 1151 -697 E-D 1097 -666 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. E-B 1017 -5a0 C-D 60 �28 B-D 777-1279 iilum to build the or ihis suitability rtney omynntnn. or FROM: JAH 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 Dumfion: 1.25 Spacing: 24.0" Lumber Top chord 2x4 SP 91 But chord 2x4 SP #1 Webs 2x4 SP 03 Ply: 1 Job Number. 36CS0104A Cry: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H° OL ,DR Horton Wgt: 1SA Ibs Truss Label: MV1 Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 20.68 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and CBC. Additional Notes See DWG VAL160101014 for valley details. 'IMPORTANT' a 12 0 4'1"14 4'1"14 4'1"14 Snow Criteria(Pg,Pf in PSF) Def ICSl Criteria Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl L/# Pt NA Cc: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.004 C - - HORZ(TL): 0.005 C - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.151 TPI Sid: 2014 MaxBC CSI: 0.146 Rep Fac: Yes Max Web. CSI: 0.068 FT/RT:20(Oyte(0) Mfg Specked Camber. Plate Type(s): WAVE I VIEWVer. 18.02.01A.0205.20 No 047162 STATE OF 60035859}a5D4beC1CMCf CE 19fi0EO f9 um�emnmysPu w um W uw"u+nn4 NIFL.tYN)IliYma�Lvilm�0\Epwc],\aCW \ a':41JFa6T,m6 FtLi<NbAeBlwRal erMmSNIt0�x1 W,uf Y! it OeS✓41 Y.14H64a,iM(0•vNW b�nV�T WdWmeY f�ik4 as snown above anti on T 1 DRW: 10/11/2019 ♦Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL D' 75 A /- /45 128 /14 Wind reactions based on MWFRS D Brg Width = 49.9 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 26 -64 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 127 -1 Maximum Web Forces Per Ply (His) Webs Tens.Comp. B-C 166 -93 omponcnrs. u� SEQN: 704631/T27/VAL PIy:1 Job Number. 36CS0104A FROM: JAH Qly: 1 4EHB Hayden-2605 °H' OL /OR Horton /4EHB Hayden-2605 °H" OL OR Harton DRW: Will: 11.21bs Truss Label: MV2 / ... 10/11/2019 12 5 B 3X4(D1) A 1 2'1"14 1 2'1"14 2'1"14 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pr in PSF) Def'CSl Criteria ♦ Maximum Reactions(Ibs), or'=PLF TCLIL 20.00 Wind Sid: ASCE 7-10 Pg; NA Ct: NA CAT: NA PP Deflection in lac Udell 119 Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pt NA Cc: NA VERT(LL): -0.010 B 999 240 Lee R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.011 B 999 180 D' 75 /- A /42 121 /11 BCOL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL):-0.003 B - - Wind reactions based on MWFRS Des Ltl: 37.00 EXP: C Kzt: NA HORZ(TL): 0.0048 - - D Brg Width =25.9 Min Req=- NCBCLL: 10.00 Mean Height 21.1Oft Code / Misc Criteria Creep Factor 2.0 Bearing A is a rigid surface. TCDL: 4.2 psf soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.040 Maximum Top Chord Fames Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist h/2 to h TPI SM: 2014 Max BC CSI: 0.085 Chords Tens.Comp. Spacing: 24.0 ° CBC Dist a: 3.00 It Rep Face Yee Max Web CSI: 0.000 A- B 0 -17 Loc. from endwall: not in 9.00 it FT/RT:20(0)110(0) Mfg Specked Camber: GCpi: 0.18 Plate Type(s): Maximum got Chard Forces Per Ply ([be) Wind Duration: 1.60 WAVE VIEWVer. 18.02.OtA.0205.20 Chords Tens.Comp. Lumber A- C 59 -1 Tap chord 2x4 SP ftt But chard 2x4 SP #1 Wind Member design based on both MWFRS and CBC. Additional Notes See DWG VAL160101014 for valley details. No 047102 >r r KIS �trw ' 111. STATE OF sYli+Ai a asmsesstawapscxncae ce lase rs re wn.w.vo-«nr w.a vm use m vre� e.m.i M In.ac N]LSiMa. �.�^�.>IauWt xPatvGmmN. xr,m«ca.aa,a«w=u=,.nawm.a �vr.awo-e +Mtb4+1:art5wiotlmm"mvtMv�tlMcnpiU4trvMe mpht THIS of BCSI (Building vvide apingry „ney, ill vhave a properly t/l/)/o s B3. B7 or B10, om inns. vc noise. fleferto M e to build the cover pa e The aui bility SEQN: 704587 /T14 / EJAC Ply: 1 Job Number. 36CS0104A FROM: GLM Qty: 22 4EHB Hayden-2605 "H" OL /DR Horton 14EHB Hayden-2605 "H" OL,DR Horton DRW: Wgt: 22.4 Its Truss Label: E.17 / ... 10/11/2019 1'. Al SEAT PLATE REQ. C 7 71 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl U# Gravity Non-Gmviy TCDL: 7.00 Speed: 160 mph Pf. NA Cc: NA VERT(LL): NA Lao R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA B 334 A /- RiskCata Category: II /234 /169 /174 BCDL: 10.00 g Snow Duration: NA HORZ(LL): -0.015 D - - D 126 A/- /98 /25 !- Des Ld: 37.00 C Kzt NA Mean Height 19.74 It HORZ(TL): 0.025 D - C 169 A A /63 /155 /- Mca NCBCLL: 10.00 Code / Miac Criteria Creep Factor. 2.0 Wind reactions based on MWFRS TCDL: 5.0 psf B B Width Min Re Soffit; 2.00 BCDL: 5.0 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.497 R q = 1.5 Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Sltl: 2014 Max BC CSI' 0.362 0 Brg Width = 1.5 Min Req = - Spa1. cing: 24.0" Bearing B re C&C Dist a: 3.00 R Rep Fec: Yes Max Web CSI: 0.000 C ing Width id Min Req = - Loc, from endwall: not in 4.50 it FT/RT:20(Oy1O(0) Mfg Specked Camber. Bearing B is rigid surface. quires a seat plate. GCpi:Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration::1.6 1.60 WAVE VIEWVer. 18.02.01A.0205.2 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chard 2x4 SP#1 A-B 23 0 B-C 65 -127 But chord 2x4 SP 91 Maximum But Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based an both MWFRS and CBC. B - D 0 0 {I{{Olillft No 047102 9 STATE OF : 7�? Q0159583850509050MOF tents m F9 �wv+r W nO+n w � ra W uuu� uu04 M I0. eLH]W 1�1 W 4YYW bfl�ayr WA'i F3�NIY16n 01�. a4i�sE(fpYOrI VM1Oa»wirW rMY3n�J 4r+CN WH m!w W SrNmeo:knma"wNmuefmNam,wt rs omponrnrp. u< e mglslon or I I vv, tf..;L Components Group Inc. shall not be. responsible for any deviation from this drawina.anv failure to SEQN:704607/T22/EJAC Ply:i Job Number. 36CS0104A FROM: GLM Qty: 3 4EHB Hayden-2605 "H" OL /OR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt 23.8 Ibs I Truss Label: EJ72 / ... 101112019 SEAT PLATE REQ. 2' Loading Criteria (ps0 Wind Criteria TCLL: 2D.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EKP: C Kzt NA Des Ld: 37.00 D Des d:: Mean Height: 19.54 it .00 TCDL: 4.2 Pat Soffit 2.00 BCDL: 5.0 pst Load Duration: 1.25 MWFRS Parallel Dist: 0 to �J2 Spacing: 24.0" CBC Dist a: 3.00 it Loc. from endwall: not in 4.50 it GCpi: 0AB Wind Duration: 1.60 Lumbar Top chord 2x4 SP N7 Bat chord 2x4 SP 01 Wind Member design based on both MWFRS and CSC 7' 7' Snow Criteria (PD,Pf in PSF) Deg/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl Lf# Pt NA Cc: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.012 D - - HORZ(TL): 0.020 D - - Code I Mise Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.472 TPI Std: 2014 Max BC CSI: 0.352 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)I10(0) Mfg Specked Camber. Plate Type(s): WAVE VIEWVer. 18.02.01A.0205.20 No 047162 STATE OF QM53 9ra 505119CMADEM796e M is ala.ucnmul m m.me.w+.en. uYy. rx..r Weutmnwa� rrt:eupodnnercwn..«+awe'na�a+m waw u�Arwlrwuooven.memwN�oYm n W.WMv INCLUDING C ♦Maximum Reactions (Ibe) Gravity Non -Gravity Loc R+ IR- /Rh /Rw /U /RL B 4D2 A /- 1308 /222 1194 D 124 /- /- 196 /19 /- C 162 /- /- 156 1147 1- Wind reactions based on MWFRS B Brg Width =8.0 Min Req =1.5 D Brg Width = 1.5 Min Req = - C Brit Width = 1.5 Min Req = - Searing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Fames Per Piy (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 44 0 B-C 62 -125 Maximum Bat Chord Fames Per Ply (Iba) Chords Tens.Comp. B-D 0 0 Is"11 ampantnn.. u< SEQN: 704530 / T29 / EJAC Fir 1 Job Number. 36CS0104A FROM: JAH Qty: 6 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL,DR Horton DRW: Wgt: 19.6 lbs Truss Label: EJ6E I I ... / ... 10/11/2019 Loading Criteria (psg TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.0a Des Ld: 37.00 NCBCLL: 10.00 Soffit 2.aO. Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x4 SP 91 Bol chord 2x4 SP #1 SEAT PLATE REQ. Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 it TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist h/2 to h C&C Dist a: 3.Oa ft Loc. from endwall: not in 4.50It GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and CBC. THIS any Snow Criteria(Pg,R in PSF) DoRICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell LN Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-O.00B D - - HORZ(TL): 0.014 D - - Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.316 TPI Std: 2014 Max BC CSI: 0.237 Rep Fee: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver. 18.02.O1A.0205.20 No 047102 'Q 13STATE OF COO15B 50]B SD309CBCP6DECE 196Bm F9 iyw+mr qva m isya N �+� wNrt NnLYCN]LI{n W!w WrYawml.MM1 atNnYabniet.. M�nG WlliNCnG¢�atl ��eNrtWb.fpaaPNimht wv=wa<emmemme...nea. -. mwrammu to L I I M a— ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ !R- /Rh /Rw I /RL B 288 /- /- /214 /124 198 D 102 /- /- 179 /15 /- C 136 1- /- /60 193 /- 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 = - Bean.ng B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Farces Per Ply (the) Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 43 -a2 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 mild the suitability �ncy onryanmGv. uc SEQN: 686474 / T44I EJAC Ply: 1 Jo4Eb Number. 36CS0104A FROM: GLM Qty: 3 HB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt 12.6 Its Truss Label: E.13 I ... / ... 10/112019 Loading Criteria (psf) TOLL: 20.00 TCDL: 7.00 BCLL: a.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0" Lumber Tap chord 2x4 SP #1 Bot chord 2x4 SP #1 12 4 p T T 2X4(A1) B M 3 A D Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 R TCDL: 4.2 Pat BCDL: 5.0 Pat MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 R Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. + 3 1 3' Snow Critarta(Pg,Pfin PSF) Defl/CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell LIN, Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.002 D - - HORZ(TL): 0.002 D - - Code/Mina Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES - Max TC CSI: 0.171 TPI Std: 2014 Max BC CSI: 0.072 Rep Fac: Yes Malt Web CSI: 0.000 FT/RT:20(oylo(o) Mfg Specked Camber. Plate Type(s): VIEWVer. 17.02.02.1208.15 WAVE No 047102 '4 IA STATE OF aoptsessm sospscscnooeos»sera fs NF�mvtli[ INW u0�00CIMMW1utlmL R PYYLN]Ifn W W 4Y�le�nibR W"I! WYI PNOY,atbNm. aaRawu wnno-n=.w...n®um.aewe.a wa W MwSwwvaJonttmm�NrtNmml�ma..[ ♦Maximum Reactions jibs) Gravity Non -Gravity Loc R+ IR- /Rh /Rw /U 1RL B 190 A /- /151 /87 157 D 49 A /- 138 n F C 62 /- /- /25 143 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Big Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Farces Per Ply (Ibs) Chords Tens.Comp. Chants Tens. Comp. A-B 19 0 B-C 20 -61 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 failure to build the g or cover page; in. The suitability �nty mpanwrrs. uc SEQN:704540/T17/EJAC Ply:i Job Number. 36CS0104A FROM: JAH Qty: 1 4EHB Hayden-2605 H. OL/DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW Wgt: 14.0 lbs Truss Label: EGE I .. / ... 10/11/2019 T6"12 2' 1'612 +5 4 12 4 � D N2X4(" C T T =2X4(A1)B HB3"8 n A 1 :- 1112X4 T F SEAT PLATE REQ. �2'� Loading Criteria (psi) Wind Criteria TOLL 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCOL: 10.00 Risk Category: ll EXP: C Kzt NA Des Ltl: 37.00 Mean Height 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soft: 2.00 BCDL: 5.0 pat Loaf Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 ° C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 But chord 2x4 SP #1 Webs 2x4 SP #3 Plating Notes (" )1 literals) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Member design based on bath MWFRS and CBC. THIS a 11 1'612 5"4 1'6"12 2' Snow criteria wii,pr in PSF) Def#CSI Criteria Pg: NA Ct: NA -CAT. NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.000 F - - HORZ(TL): 0.000 F - - Code / Misc Criteria Creep Factor. 2.0 Bldg Cade: FBC 2017 RES Max TC CSI: 0.130 TPI Sid: 2014 Max BC CSI: 0.013 Rep Fee: Yes Max Web CSI: 0.034 FT/RT:20(0)/10(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver 18.02.O1A.0205.20 + No 047182 If 9 •. STATE OF a4015BS4385p3p%%A6of�]9aim F9. n ra. uc Nrwl *+du fn+ W w°+bu vAr+W+r afNnNMw'�. Mealatpbabea0ttuaMaatlanY[nN WrtSNvakO �!D<HIMf unwhN<LY /.r"aQa�.tlelMmraertm�li tgYa. TO ALL CONTRACTORS INCLUDING THE INSTALLERS ♦Maximum Reactions (lbs), or'=PLF Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL E• 104 A A 180 /51 21 Wind reactions based an MWFRS E Big Wiidth=24.0 Min Req=- Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Its) Chards Tens.Comp. Chords Tens. Comp. A-B 19 0 C-D 0 -5 B-C 7 .38 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chards Tens. Comp. B-F 2 -1 F-E 0 0 Maximum Web Farces Per Ply ([be) Webs Tens.Comp. C-F 111 -39 �RtFa omponrnrs. u< SEQN: 704603 / T20 / JACK I Ply: 1 Job Number. 36CS0104A FROM: GLM Qry: 8 4EHB Hayden-2605 H. OL /DR Horton /4EHB Hayden-2605 "H" OL,DR Horton DRW: W#t 12.6 as Truss Label: CJ3 I .. / ... 1011 W019 Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 soot. 2.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chard 2x4 SP 91 Bar chord 2x4 SP #1 T A Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: ll EXP: C KA NA Mean Height. 18.91 R TCDL: 4.2 Pat BCDL: 5.0 psf MWFRS Parallel Dist 0 to 1,12 C&C Dist a: 3.00 R Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and CBC. 12 SEAT PLATE REQ. A A Snow Criteria(Pg,Pf In PSF) DeSICSI Criteria Pg: NA Ct NA CAT: NA PP Deflecton in loc Udefl L/# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):.0.003 D - - HORZ(TL): 0.003 D - - CodeIMiscCriteda Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.145 TPI Std: 2014 Max BC CSI: 0.085 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(Oy10(0) Mfg Specified Camber. Plate Type(s): WAVE I VIEWVer. 18.02.01A.0205.20 No 047102 STATE OF agmssselasososcxnaoepe nse m rs rm.>•w>rrow.m..�a..m.�wn.,n n taue.wwlmvawresebrwer+twt HY%taMaltMfx�earMM[ewbtliOwCm wbC NIOY Wt!\6s,YRlentW mWiMaJMm M°4[1,a/Y INCLUDING Y cn r 1 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 191 A A /147 /101 184 D 51 /- /- /40 /8 /- C 63 A A /21 157 /- Wind reactions based an MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bean.ng B is a rigid surface. Bearing S requires a seat plate. Maximum Top Chard Forces Per Ply ([be) Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 24 -86 Maximum Bat Chord Forces Per Ply (Ibs) Chards Tens.Cemp. B-D 0 0 rrnty nm/wncnts. uc 0 I SEQN:704534 I T26/JACK Ply:t Job Number. 36CS0104A FROM: JAH Oly:2 4EHBHayden-2605"H"OL/DR Horan/4EHB Hayden-2605 "H" OL,DR Harlon DRW: Wgt 12.6 Ibs Tress Label: CJ3E / ... 10/112019 Loading Criteria (pal TOLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 t oad Duration: 1.25 Spacing: 24.0 " I 1, Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 it TCDL: 4.2 psf BCDL: 5.0 pat MWFRS Parallel Dist 0 to h2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 got chant 2x4 SP 91 Wind Member design based on bath MWFRS and CBC. THIS a 12 4 p SEAT PLATE REQ. a Z C Snow Criteria (Pg,PI In PSF) DegICSI Criteria Pg: NA Ct: NA CAT: NA PP Defection in loc Udell U# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.002 D - - HORZ(TL): 0.002 D - - Code I Miae Criteria Creep Factor. 2.0 Bldg Cade: FBC 2017 RES Max TC CSI: 0.132 TPI Sid: 2014 Max BC CSI: 0.076 Rep Fee: Yes Max Web CSI: 0.000 FT/RT:20(0u10(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.20 No 047102 STATE OF wn ammwas vQaa m aamv M use. Yns W MtM1.1lt NllYlau ILa IMrRPagaw�6.aa W'l I.YNIYIOT�cA lramaroal greaenwao anrctrenumrlmnalme wx! N W fwla2anYaentmamalM�.asemegaea'mv teOba TO ALL CONTRACTORS T ♦Maximum Reactions (Iba) Gravity Non -Gravity Loc R+ IR. /Rh /Rw /U /RL S 190 /- A /151 /87 /57 D 49 A A /38 /7 /- C 62 /- /• /25 143 /- 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 = - gearing B is a rigid surface. Bearing B requires a seat plate. Maximum Tap Chord Forces Per Ply (Ibs) Chards Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 20 -61 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 nt/ nmpanrnrs. u< lams use aT mla amwmg for any structure is me Rapmunonity of me tanning Designer per ANba I Pi 1 bea.Z. - l Pormore intimation see Pis lob's general notes page and Vies. web sites: ALPINE: wwwA ln.R ..o WI: www.1p1-1—'—A:--m- -dusW.mm'ICC: www I¢sak am SEQN: 704595/T21/JACK Ply:1 Jab Number. 36CS0104A FROM: GLM Qty: 1 4EHB Hayden-2605 "H" OL/DR Horton /4EHB Hayden-2605 "H" OL ,DR Harlan DRW: Wet I Tress Label: CJ32 I ... / ... 10/11/2019 Loading Criteria (ps0 TCLL 20.00 TCDL: 7.00 BCLU 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0" T, i Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 18.70 R TCDL: 4.2 Pat BCDL: 5.0 Pat MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 R Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and CBC. SEAT PLATE REQ. 3' 2' 3' Snow Criteria(Pg,Pt in PSF) DOS/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in toe Udefl U# Pt NA Co: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.005 D - - HORZ(TL): 0.006 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.637 TPI Sid: 2014 Max BC CSI: 0.144 Rcp Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEWVer. 18.02.01A.0205.20 No 047162 10 9_: STATE OF a4olsasezlmloscxxeaece nce rats ��%✓�/>N�r+wM3CCA 1iaa�uanml. NpLIk.Yrml)a W raeam..aw.w^i�aLLl YlatliaenlOL THE INSTALLERS C ♦Maximum Reactions like) Gravity Non -Gravity Lee R+ /R- /Rh /Rw /U /RL B 278 /- /- /243 1169 A04 D 47 1- !- 154 /18 /- C 45 /- h 118 141 /- 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) Chards Tens.Comp. Chords Tens. Comp. A-B 44 a B-C 17 -74 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 rmty ompaxtncc, uc SEQN: 704510/T37/JACK Ply:i Job Number. 36CS0104A FROM: JAH City: 1 4EHS Hayden-2605 "H" OL/DR Horton /4EHB Hayden-2605 "H" OL,DR Horton DRW: Wit 11.2 Ibs Truss Label: CJ3A / ... 10/11/2019 Loading Criteria (psq TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Top chard 2x4 SP #1 Bot chord 2x4 SP #1 =2X4(P T Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 19.12 It TCDL: 4.2 pal 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. 12 5 B SEAT PLATE REQ. Snow Crib ia(P9,Pr In PSF) Deg/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.003 C - - HORZ(TL): 0.004 C - - Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Min TC CSI: 0.186 TPI Std: 2014 Max PC CSI: 0.099 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber. Plate Type(s): WAVE VIEWVer. 18.02.01A.0205.20 NO 047182 9% ma's STATE OF 4p015950285D909C]C4CDFOET960 Win evvl w+r am rwa a uu.,,,m m,, nra.uc�nrvlimm aaaemmaM.r=V wr aunv..omam+ brm ww a ae eamw N mi muwne+wa wa wu w seuwr ruwmm.m."wrmmmrn�m,.w TO ALL CONTRACTORS T 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ IR- /Rh /Rw I IRL A 119 A A 174 149 /63 C 52 /- A 142 112 /- B 71 /- A 28 163 /- Wind reactions based on MWFRS A Brg Width =8.0 Min Req =1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chard Farces Per Ply (Ibs) Chords Tens.Comp. A-B 27 -91 Maximum got Chord Forces Per Ply (Ibs) Chards Tens.Comp. A-C 0 0 the latest edition of SCSI (Building Installers shall provide tamponsrY rmN bottom chord shall have a progeny I per SCSI sections B3, B7 or 910, rim snorts. u< unless noted otherwise, keferto / SEQN: 704585 IT32/JACK Ply:1 Job Number. 36CS0104A FROM: DJH Qty: 10 4EHB Hayden-2605 "H" OL/DR Horton /4EHB Hayden-2605 "H" OL,DR Horton Will: 11.21bs Truss Label: CJ1 4"1 7 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE7-10 TOOL 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: ll EXP: C Kzt NA Des Ld: 37A0 Mean Height 18.49 it NCBCLL: 10.00 TCDL: 4.2 pat Soffit 2.00 BCDL: 5.0 pal Load Duration: 1.25 MWFRS Parallel Mat 0 to h/2 Spacing: 24.0" CBC Dist a: 3.00ft Loc. from endwall: Any GCpi: 0.1B Wind Duration: 1.60 Tap chord 20 SP 91 Bat chord 2x4 SP #1 Wind Member design based on both MWFRS and CBC. n 12 5 F�:;;- C 2X4(A1) B SEAT PLATE REQ. r - 1' "T- 1 r T T � M Snow Criteria (PgPHn PSF) Det#CSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in Ioc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.000 D - - HORZ(TL): 0.000 D - - Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.145 TPI Std: 2014 Max BC CSI: 0.016 Rep Fee: Yes Max Web CSI: 0.000 FT/RT:20(0y10(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver, 16.02.01A.0205.20 Ej No 047102 STATE OF 40%5050ffi SDID9CSLMOrtlE ]968FOF9 um ruaumaeml �D+4 w umT umw nv�uu H Fa uc nnul m ar ew �trsr ae".. uar • su r auuve.a.ma� aeeNapnaeeeucu.w�aeaanmrne �ti wee W I6{vLi 9WY .Im��W euYM VrI,MMM�WNY 11 DRW: ... / ... 10/1 V2019 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ IR. /Rh /Rw I /RL B 148 I- /- 1132 196 141 D 11 /-1 /- 119 /11 /- C - /-13 A 127 127 A Wind reactions based an MWFRS B Brg Width = B.0 Min Req = 1.5 D Brg Width =1.5 Min Req = - C Brg Width =1.5 Mill Req =- Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Farces Per Ply (Ibs) Chards Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 25 -14 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-0 0 0 R»ty O1IlfWR2Rt5. uc SEQN: 704613/T4/JACK PIy:1 Joh Number. 36CS0104A FROM: GLM Qty: 6 4EHB Hayden-2605 H. OL/DR Horton /4EHB Hayden-2505 "H" OL,DR Horton DRW: Wgt: 11.2 lbs Truss Label: CJ1E I ... / ... 10/11/2.019 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 R7x4 Sot chord 2SP 91 T 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 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and CBC. 12 4 C iiiiiiiii2X4(A1)B A ti = D SEAT PLATE REQ. v r 1 1r I Snow Criteria(Pg,PI in PSF) DBNCSI Criteria Pg: NA Cc NA CAT: NA PP Deflection in loc Udell LR! Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.000 D - - HORZ(TL): 0.000 D - - Code IMiscCriteria Creep Factor. 2.0 Bldg Cade: FBC 2017 RES Max TC CSI: 0.133 TPI Sid: 2014 Max BC CSI: 0.015 Rep Fac: Yes Max Web CSI: 0.OD0 FT/RT:20(Ou10(D) Mfg Specified Camber. Plate Type(s): VIEW Ver. 18.02.01A.0205.20 WAVE No 047102 16' STATE OF mmsessra soloscxneoeoel8sem m n pa.r.�•vra.r�wn.r wur.er r.r.,, urrr, ucNwlr w wmoa+a�.*r • rwr amrrx.uenrm. mnuewxrWoaeuumnrrmuuuea�reeu urea rltla Wf aNwaoea,<rrgW M.brvam�rJerW[ taCYr INSTALLERS ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ IR. /Rh IRW I /RL B 147 A /- 1133 1100 129 D 10 10 /- 119 /11 /- C - /-13 /- 126 /24 /- Wind reactions based on MWFRS B Brg Width =8.0 Min Req =1.5 0 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 19 0 B-C 20 -9 Maximum Bot Chord Farces Per Ply (Ibs) Chards Tens.Camp. B-D 0 0 /\ RR4r' � nmpantnrs, uc any SEQN: 7046151 T13 / HIP_ Ply: 1 Job Number. 36CS0104A FROM: GLM Qty: 5 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL,DR Horton DRW Wgt 37.81bs I Truss Label: HJ7 / ... 10/11/2019 Loading Criteria (psi) TCLU 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" Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 L 5'4"4 _I_ 9110"1 i 5'4"4 4'513 1 0 3.54 p a2X4 C m N � l0 � =2X4(A1)B i; A =5X6F E SEAT PLATE REQ. '—, 1'5" 1 94"2 5"1 9'4"2 'l '1 Wind Criteria Wnd Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height 19.74 R TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 ft Loc. ham endwall: NA GCpi: 0.18 Wind Duration: 1.60 Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based an MWFRS. Snow Criteria (Pg.PI in PSF) DeB/CSI Criteria ♦Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity Pf: NA Cc: NA VERT(LL): 0.025 C 999 240 Loc R+ / R- / Rh / Rw / U / RL B 324 /- A A 1198 A Lu: NA Cs: NA VERT(CL): 0.046 C 999 180 Snow Duration: NA HORZ(LL): 0.008 F - E 368 /- 1- 1- /121 /- HORZ(TL): 0.015 F - Creep Factor. 2.0 0 206 /- A /- 1216 /- Wind reactions based on MWFRS Cade I Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.382 B Big Width = 10.6 Min Req = 1.5 TPI Std: 2014 Max Be CSI: 0.609 E Brg Width = 1.5 Min Req = - Rep No Max Web CSI: 0 Big Witt. = 1.5 Min Req = - Bearing B is a rigid surface. T.2 FT/R:20(0)/10(0) Camber. Mfg Specked Camber. Bearing B requires a seat plate. Plate Type(s): Maximum Top Chord Fames Per Ply (Ibs) WAVE VIEWVer. 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. A-B 8 -fi C-D 65 .70 B - C 557 -673 No 047182 * STATE OF w[ItNe9 W+"!Y Ymn q Ymul Nnwl Nr0.11c NN]IY W dW.EYurbNwir• W4l F.bY6almMtot! riaaeapnam.ercY"w,n�.n,sb.a,m.aw ww Nv. swf rmaAomnmc."w1.Y.fsen.q.lYuvN as INSTALLERS Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chards Tens. Comp B-F 647 -518 F-E 0 0 Maximum Web Forces Per Ply (Ibs) " Webs Tens.Comp. C-F 553 -691 BCSI (Building tide tampons un�, have a precer1 B3, B7 or 10, ,!so. (Eeferlo Pa om rmnts. uc me to build the SEQN: 704625/T1/HIP_ Ply:1 Job Number. 36CS0104A FROM: JAH City: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL,DR Horton DRW: Wgt: 26.6 lbs Truss Label: HJ6E / ... 10/1112019 C 2.83 p T T L N (O =2M(A1) B N N s A E D SEAT PLATE REQ. Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pr In PSF) DBfVCSI 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 Nan -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ca: NA VERT(LL): NA Luc R+ / R- / Rh / Rw / U l RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CQ: NA E 247 /- /- /- /126 /- BCOL: 10.130 Risk Category: II Snow Duration: NA HORZ(LL): 0.021 D - - D 120 /- /- 123 A A EXP: C Kzt NA HORZ It TL). 0.038 D - - C 261 /- A A /199 A Des Ld: 37.00 Mean Height 15.00 NCBCLL: 0.00 Bldg / de: Criteria Creep Factor. 20. Wind reactions based on MW in R TOOL 4.2 list E B Witlth = 10.fi Min Re 1.5 Soffit: 2.00 BCOL: 5.0 sf Bldg Code: FBC 2017 RES Mez TC CSI: 0.781 q = P D Big Width = 1.5 Min Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0lo h/2 7PI Sfd: 2014 Max BC CSI: 0.46e C Big Width = 1.5 Min Req = - Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fee. No Max Web CSI: o.OM Lac. from endwall: INA FT/RT:20(0)H 0(0) Mfg Specked Camber. Bearing E rea rigid surface. GCpi: 0.18 Plate Type(s): Bearing E requires a seat plate. Maximum Tap Chord ForcesPer Ply Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 Chortle Tens.Comp. Chords Tens. Tens.s. Comp. Lumber Tap chord 2x4 Sic#1 A-B 10 -7 B-C 60 -46 Bot chant 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Loading Chards Tens.Comp. Hipjack supports 5-9-0 setback jacks with no webs. B - D 0 0 Wind Wnd loads and reactions based on MWFRS. " tlLt11I!!gI vE�' MAI,?I�0�� No Od7182 :.* $9' STATE OF tau/ S4ONA; 0,�� SERIAL csmsesau 501sseseAaOe rc»m rots M IAse W W{MwnuaraNs usrsw+l aYnLLabnrNr. rdnd apn N tln dwnw ae en awmra apve.a wa d tle 4 W 1 wNwbdm�N� M N mYN m �sr�ktweY •'WARNING" READ AND FOLLOWALL NOTES ON THIS DRAWNGI -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require reme care in fabriratlnq, handlingp shipping, in;telling end bracing., Refer to and fellow the latest a Rion of BCSI (Building Component Safe Information, by TPI an SBCA) fsi sa cry praehces poor to pedorming these functions. Insfallem shhall provide temporsrryV mmY bmcing uer BCSI,., Unless noletl olherxise,top choN shall have prepedy attached eWcturel sheaNinn and bottom chow yhell have a preuerly ettachep rigid ceiling9 LocaSons ahown for Vennenent lateral restraint of webs shell have bracin91nsielledpar BCSI sections B3, B7 or 910, am ncnrs. u< ee a Dllcable. gqpply plates to each face of Wes and oslhon as Shawn above and on the Joint Details, unless noted otherwise. keter to Pa drawings ifiOA-Z for standard plate positions, p Alpine, a division of ITW Buildi, Components Group Inc. shall not be responsible for any deviation from this drawing,any failure tc build the truss in conformance with ANS�Pi 1, or for handllna� shipping, installation and bracing of trusses A seal on this drawing or cover panne_ liadng this drawing Indicates sees of GGrog salsnag engineednn responalbil'dy sole)y for the design shown. The auitablhiy and use of this Prawing for any structure is the responsibility ofthe building Designer per ANSVTPI1 Sec.2. For mominfdmmtidnsee Nis bS eneml notes page and these web sites: ALPINE: w.w.al ineilw.mm WI: wmvt iniiLo ' SECA:..Iidndus wm'I=wxw.I.isa SEON:704524/T42/HIP_ Ply:1 Job Number. 36CS0104A FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /OR Horton /4EHB Hayden-2605'H" OL ,DR Horton DRW: VYgt: 15.41bs Truss Label: HJ3 .. / ... 10/11/2019 Loading Criteria (psQ TCLL: 2D.00 TCDL: 7.00 BCLL: D.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x4 SP 91 Bot chord 20 SP #1 2.83 p C T 2M(A1) B V) A E D 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 Pat BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 fl Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Loading Hipjack supports 2-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 4'2"3 412113 Snow Criteria (Pg,P1 in PSF) Def#CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pt NA Ca: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.001 D - - HORZ(TL): 0.002 D - - Code / Miss Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.078 TPI Sid: 2014 Max BC CSI: 0.056 Rep Fear. No Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specked Camber. Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.20 No 047102 STATE OF <aotsasalasososcxaeoe relssamrs rM..w•w.m..�wN....i N.w, rl r0.YGNnN1a1 W uYllmnaN\ Vw\I\x4i NafM1Y[ai1NL rim=eaw.au erv..e+..eN®wm.eNme.aN.tf Ne u. yr \....+.�navnNN..N r ovm w w+w.vx as shown aoove ana an ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw I /RL E 83 A /- A /46 A D 29 /- /- /5 /- A C 62 A /- /- /47 /- Wind reactions based on MWFRS E Brg Width = 10.6 Min Reg = 1.5 D Big Width =1.5 Min Reg =- C Brg Width =1.5 Min Reg = - Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Fames Per Ply (Ibs) Chords Tens.Camp. Chords Tens. Comp. A-B 6 -4 B-C 14 -11 Maximum got Chord Fames Per Ply (Us) Chords Tens.Comp. B-D 0 0 iilure to build the or cover pa e i. The suitability rmry� ompannus.v (AhSoise Cascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP PASSED BM1 (Floor Beam) BC CALC® Member Report Dry 11 span I No cant. March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden . Address: Description: " City, State, Zip: Specifier. Customer: Designer: Code reports: ESR-1040 Company: 3 3. 1 It T It ti 1 B7 Reaction Summary (Down / Uplift) 19.1mo Total Horizontal Product Length=19.10-00 B1,4" 3637/0 1231/0 B2, 2-1/2" 3460 / 0 1183 / 0 B2 Load Summary Live Dead Snow Wind Roof Tributary I Live _ Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self -Weight Unf. Lin. (lb/ft) L 00-00-00 19-10-00 Top 16 00-00-00 1 Self -Weight Unf. Lin. (lb/ft) L 00-00-00 19-10-00 Top 0 16 n\a 2 Smoothed Load (J4) Unf. Lin. (lb/ft) L 00-00-00 19-10-00 Top 312 78 n\a 3 Floor Material Unf. Lin. (lb/ft) L 04-01-12 19-10-00 Top 32 8 Me 4 Reaction from J8 Conc. Pt. (Ibs) L 04-02-10 04-02-10 Front 407 102 Me Controls Summary Value %Allowable Duration Case Location Pos. Moment 22644 ft-Ibs 60.6% 100% 1 09-08-10 End Shear 4164lbs 39.1% 100% 1 01-08-00 Total Load Deflection U361(0.646") 66.5% Me 1 09-11-04 Live Load Deflection U483 (0.482") 74.5% n\a 2 09-11-04 Max Defl. 0.646" 64.6% n\a 1 09-11-04 Span / Depth 14.6 . ,`fit{14y �etery�y, at •» .rje i_ - %Allow %Allow No 047182' Bearing Supports Dim. (Lxm Value Support Member Material 3 a1 B1 Wall/Plate 4" x 3-1/2" 4868lbs n\a 46.4% Unspecified B2 Hanger 2-1/2" x 3-1/2" 4643lbs Me 70.7% Hanger V. STATE OF Notes Design meets Code minimum (U360) Live load deflection criteria. 'Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALC® analysis is based on IBC 2009. Design based on Dry Service Condition. Connection design assumes point load is top -loaded. For connection design of side -loaded point loads, please consult a technical representative or professional of Record. mmse se"wsou xneaoalsse [o rs .�n..w,a"arr,ercn nre.w,m�npe.m,nwe Page 1 of 23 aciseCascads Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP PASSED BM1 (Floor Beam) BC CALC® Member Report Dry I 1 span I No cant. March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier. Customer. Designer. Code reports: ESR-1040 Company: Connection Diagram: Full Length of Member ,--I b [t I a minimum =2" c=6" b minimum = 3" d = 24" Calculated Side Load = 25.7 Ib/ft Connection design assumes point load is top -loaded. For connection design of side -loaded point loads, please consult a technical representative or professional of Record. Connectors are: 16d Common Nails ttpllllslplP Disc sure Use 6Boi gcAo is subjErLdW Lice Co m le n put must be reby a qualified an in r appropriate expp tgQ yApyyrprior to aPpdIS 9?koaElP..9P1P.u4AgMj"WAorU bultding-bide-aoceptedVetigre" properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS-, ALLJOIST®, BC RIM BOARD-, BCI®, BOISE GLULAMTM, BC FloorValueO , VERSA -LAM®, VERSA -RIM PLUS®, Page 2 of 23 1S)aolse Cascade 9111� Single 16" BCI®4500s-1.8 P�ISSBD Ji (Joist) BC CALCO Member Report Dry 12 spans I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: ,• City, State, Zip: Specifier: Customer. Designer: Code reports: ESR-1336 Company: 2.. a C55 - -:as .: {U7 B1 ian.ee B2 iaiai2 B3 • Total Horizontal Product Length = 38-10-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 2" 562 / 67 124 / 0 B2, 3-1/2" 1537 / 0 384 / 0 B3, 2" 537 / 83 113 / 0 Load Summary Live Dead Snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (Ib/ft) L 00-00-00 38-10-00 Top 64 16 n\a Controls Summary value %Allowable Duration Case Location Pos. Moment 2871 ft-Ibs 70.2% 100% 2 08-06-12 Neg. Moment -3625 ft-Ibs 88.6% 100% 1 19-11-04 End Reaction 686lbs 63.5% 100% 2 00-00-00 Int. Reaction 1921 Ibs 80.0% 100% 1 19-11-04 End Shear 673lbs 34.1% 100% 2 00-02-00 Cont. Shear 964lbs 48.8% 100% 1 19-09-08 Hole #1 Shear 335 Ibs 51.8% 100% 5 04-11-12 Hole #2 Shear 223 Ibs 34.4% 100% 6 09-10-12 Hole #3 Shear 569 Ibs 87.8% 100% 1 14-10-02 Hole #4 Shear 798 Ibs 94.3% 100% 1 21-09-04 Hole #5 Shear 338lbs 61.6% 100% 1 27-06-04 Hole #7Shear 377lbs 68.7% 100% 16 35-00-112 �`jP ��QC��.GEN F Total Load Deflection L.I756 (0.315") 31.8% n1a 2 09-05-04 .` �?• •`?yL '`.* Live Load Deflection U886 (0.269") 54.2% n\a 19 09-06-10 I. * No 041t82 r Total Neg. Defl. U999 (-0.065") n\a n1a 2 26-03-02 = �§ Max Defl. 0.315" 31.5% Ma 2 09-05-04 �9•; STATE OF +` Span / Depth 14.9 '.�0n..,� Q•„a Hole Location Valid �. r�jt\ 40R .4 saQNA'1t�� Hole Summary Center Elevation Ref. Height Width Shape Orientation SEMALN: 4101 04-11-12 8° L 11" Circular Hodzontai wmzs x�n s°roxx�a�oe rss° m es "^"^^^---•-«�w�--•--•a�-�t H02 09-10-12 8" L 11° Circular Horizontal NO3 14-10-02 W L 11" Circular Horizontal H04 21-09-04 8" L 9" Circular Horizontal H05 27-06-04 8" L 12" Circular Horizontal W06 31-05-00 8" L 12" Circular Horizontal H07 35-00-12 8" L 12" Circular Horizontal Bearing Supports Dim. (Lxm % Allow Value Support % Allow Member Material B1 Hanger 2" x 1-314" 686lbs 42.9% 63.5% TFL1716 B2 Wall/Plate 3-1/2" x 1-3/4" 1921 Ibs Me 80.0% Unspecified Page 3 of 23 t; �i► it Boise cascade Single 16" BCI04500s-1.8 PASSED �8! J1 (Joist) BC CALC® Member Report Dry 12 spans I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: % Allow % Allow Bearing Supports Dim. (Lx1M Value Support Member Material B3 Hanger 2" x 1-3/4" 650 Ibs 40.7% 60.2% TFL1716 BC FloorValue® Summary BC FloorValue®: - Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Enhanced Controlling Location: 10-00-04 Cautions Hanger TFL1716 requires (2) 10d face nails, (4)10d TF nails, (2) 10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam Header for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer. USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 314" thick OSB sheathing glued and nailed to member Design based on Dry Service Condition. No 047182 Use qualified buttdin4a/H cepte4Ataca n--o2 bu'itdhtgtbda+eCcepted�desigm+'"°"R properties and analysis methods. Installation of Boise Cascade engineered wbod products must be In accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJSTM, ALLJOISTO,, BC RIM BOARD-, BCI®, BOISE GLULAMTM, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS®, Page 4 of 23 I �JL►)Boise Cascade Clll� Single 16" BCI®4500s-1.8 ppS§gyp �! J1A (Joist) BC CALC® Member Report Dry 12 spans I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer. Designer. Code reports: ESR-1336 Company: B7 tstl-0a B2 18-10-12 B3 Total Horizontal Product Length = 36-10-00 Reaction Summary (Down / Uplift) (Ibs) _Bearing Live Dead Snow Wind Roof Live B1,2" 562/79 121/0 B2, 3-1/2' 1717 / 0 429 / 0 B3, 2" 561/83 119/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (Ibi t) L 00-00-00 38-10-00 Top 64 16 n\a 2 Reaction from JBA Conc. Pt. (Ibs) L 23-06-06 23-06-06 Front 192 48 n1a Controls Summary value %Allowable Duration Case Location Pos. Moment 2846 ft-Ibs 69.6% 100% 2 08-06-12 Neg. Moment -3923 ft-Ibs 95.9% 100% 1 19-11-04 End Reaction 683lbs 63.2% 100% 2 00-00-00 Int. Reaction 2146 Ibs 89.4% 100% 1 19-11.04 End Shear 670Ibs 33.9% 100% 2 00-02-00 Cont. Shear 1143lbs 57.9% 100% 1 20-01-00 Hole#1 Shear 332lbs 51.3% 100% 5 04-11-12 Hole #2 Shear 226 Ibs 34.9% 100% 6 09-10-12 Hole #3 Shear 584Ibs 90.1% 100% 1 14-10-02 Hole #4 Shear 317 Ibs 57.8% 100% 11 27-06-04 frl�y�"�i Hole #5 Shear 198 Ibs 36.1 % 100% 12 31-05-00 `-S� •••••• Hole #6 Shear 407 Ibs 74.2% 100% 14 35-00-12 Y'-v� SF~ Total Load Deflection U765 (0.311") 31.4% Me 2 09-04-08 Live Load Deflection U886 (0.269") 54.2% n1a 17 09-06-10 Total Neg. Dell. U999 (-0.069") n1a n\a 3 13-05-05 ��• STATtti OF d tV„ Max DefL Span I Depth 0.311" 14.9 31.1% Me 2 09-04-08 4rO.,p•;T p.=+Z�o'` rrrr��srOAJ -Hole Location Valid p ti�i�+`` sswx� Hole Summary Center Elevation Ref. Height Width Shape Orientation YIO35B54}HSD9t1Y9LA6tJp,pEM58fOF9 nw.munn,ww"ww H01 04-11-12 8" L 11" Circular Horizontal .Y..w.mi `H02 09-10-12 8" L 11" Circular Horizontal«o�d�...Yff.f.r>4."Y.w H03 14-10-02 8" L 11" Circular Horizontal W "�9Y.IY'1f¢datEa,d•my Y.vtltlm W tlbvLL H04 27-06-04 8" L 12" Circular Horizontal H05 31-05-00 8" L 12" Circular Horizontal H06 35-00-12 8" L 12" Circular Horizontal Bearing Supports Dim. (LxW) %Allow Value Support %Allow Member Material 81 Hanger 2"x 1-314" 683lbs 42.7% 63.2% TFL1716 B2 Wall/Plate 3-1/2" x 1-3/4" 2146 Ibs n1a 89.4% Unspecified Page 5 of 23 aoise Cascade lilll� Single 16" BCI@ 4500s-1.8 PASSED J1A (Joist) BC CALC® Member Report Dry 12 spans I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: %Allow %Allow Bearing Supports DIM. (LxIN) Value Support Member Material B3 Hanger 2" x 13/4" 681 lbs 42.5% 62.9% TFL1716 BC FloorValue@ Summary BC FloorValue@: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Enhanced Controlling Location: 10-00-04 Cautions Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2)10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Single 1-3/4" x 16" I joist Header for the hanger TFL1716 is a Single 1-314" x 16" 1-joist Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer. LISP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member Design based on Dry Service Condition. 047182' must be qualified m applrAgp,oZtlglA14,4W, 4OAsAg an- bu�ing'toda�a�epted°dasitJri'+"°�"' properties and analysis methods. Installation of Boise Cascade engineered wood products must be in " accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232.0788 before installation. BC CALC®, BC FRAMER®, AJSm. ALLJOIST@, BC RIM BOARD-, BCI®, BOISE GLULAMm, BC FloorValue@, VERSA -LAM®, VERSA -RIM PLUS@, Page 6 of 23 Bolse Cascade 2111� Single 16" BCI®4500s-1.8 PASSiE® J2 (Joist) . BC CALOS Member Report Dry 11 span I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 201911:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer. Designer: Code reports: ESR-1336 Company: 81 t&17-04 82 • Total Horizontal Product Length=19-11.14 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 636/0 159/0 B2, 3-1 /2" 644 / 0 161 / 0 Load Summary Live Dead Snow Wind Roof ocs Live Tag Description Load Type Ref. start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 19-11-14 Top 64 16 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 3864 ft-Ibs 94.5% 100% 1 09-11-07 End Reaction 795lbs 73.5% 100% 1 00-00-00 End Shear 781 Ibs 39.6% 100% 1 00-02-00 Hole#1 Shear 435lbs 67.1% 100% 3 04-11-12 Hole #2Shear 159lbs 24.5% 100% 5 09-10-12 Hole #3Shear 432lbs 66.7% 100% 6 14-10-02 Total Load Deflection U530 (0.445") 45.3% n\a 1 09-11-07 Live Load Deflection L1663 (0.356") 72.5% n\a 8 09-11-07 Max Defl. 0,445" 44.5% Me 1 09-11-07 Span/Depth 14.7 Hole Location Valid Summary Elevation Ref. Width Orlet,tation H011e 00Center -12 11" Circular Horizontalape GEMA FT,y�ri��". H02 09-10-12 8" L 11" Circular Horizontal S Nd D47182 = H03 14-10-02 8" L 11" Circular Horizontal 3 * %Allow %Allow Ol: STATE OF SuppHanger Dim. (LxM Value Mamber Material L -Bearing 2" 2" x 1-3/ 795 Ibs 49.7%rt 73.5% TFL1716 3 O R B2 Wall/Plate 3-1/2"x1-314" 805lbs Me 54.5% Unspecified yiQNA; aaaa -BC FloorValue® Summary BC FloorValue®: ONERIKINESESEE= Subfloor: 314" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Enhanced Controlling Location: 09-11-03 Cautions Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam .amsssen xsoxxnsoeoessce cars vry.Yk. NON. W 1�0.4.,Y,.N.m•1Y wMlmMd6m W Page 7 of 23 ®Boise cascade 91� Single 16" BCI® 4500s-1.8 PASSED J2 (Joist) BC CALL® Member Report Dry 11 span I No cant. 119.2 OCS I Repetitive I Glued 8 nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member Is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 314" thick CSB sheathing glued and nailed to member Design based on Dry Service Condition. No 047182 Use must be qualified to aPPlIS�7flgl� 3Elt�g6rlgt�4�.p10d�8:iflf�on building'tbde+aCcap[edMeSk,Jn"�°e"` properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation ' Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJSTM, ALLJOISTO, BC RIM BOARD-, BCI®, BOISE GLULAMTM, BC FloorValue®, VERSA -LAM®, VERSA -RIM PLUSID, Page 8 of 23 I2 Boise Cascade Single 16" BCIS 45OOs-1.8 PASSED J3 (Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer. Code reports: ESR-1336 Company: I 81 r asoa — B2 '• Total Horizontal Product Length=17-08-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 67810 142 / 0 B2, 2" 57010 140 / 0 Load Summary Live Dead Snow Wind Roof ocs Live Tag Description Load Type Ref. start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (Ib/ft) L 00-00-00 17-08-00 Top 65 16 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 3042 fit-Ibs 74.4% 100% 1 08-10-12 End Reaction 710lbs 65.7% 100% 1 17-08-00 End Shear 697Ibs 35.3% 100% 1 00-03-08 Hole #1 Shear 380 Ibs 69.3% 100% 3 04-07-13 Hole #2 Shear 146 Ibs 22.6% 100% 4 09-00-02 Hole #3 Shear 391lbs 71.3% 100% 6 13-03-11 Total Load Deflection U764 (0.272") 31.4% n\a 1 08-10-12 Live Load Deflection U952 (0.218") 50.4% n\a 8 08-10-12 Max Dell. 0.272" 27.2% n\a 1 08-10-12 Span / Depth 13.0 Hole Location Valid 1e Summary Center ElevationRef. Width 1 ovation H01 04-07-13 L2" Circular Horizontal H02 09-00-02 6" L 11" Circular Horizontal Ha 047182 '_* H03 13-03-11 8" L 12" Circular Horizontal %Allow %Allow 0 STATE OF :�� Bearing Supports Dim. (LxW) Value Support Member Material e 4 T�"o •B2 2" x 1" sS 0 .�Q Hangerate 314"3/4" 710 Ibs 44.4% 65.7% TFL1716ed itONAk-it BC FloorValue@ Summary BC FlocrValueO: NERIEK1111WtIll Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-10-12 Headerfor the hangerTFL1716 is a Double 1-112" x 11-1/4" LVL beam wmse scan sosonc unsm¢>9m ro vs "ru vw�d"eevw.e.n�v.,�".cp.xx,�xe Page 9 of 23 Boise Cascade Single 16" BCI® 4500s-1.8 PASSED J3 (Joist) BC CALL® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (1-/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors SC CALL® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. No 047182 Use must be qualified appl 4lb"IEl&gWpltUgi;j l.3kd.8AA on. buildingt�+ wde+aecepteftesign'""^"° properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before Installation. BC CALM, BC FRAMER®, AJSTM, ALLJOIST®, BC RIM BOARD"', BCI® , BOISE GLULAMTM, BC FloorValueO, VERSA -LAMS, VERSA -RIM PLUS®, Page 10 of 23 { �.►OBoise Cascade BC CALCO Member Report Build 7133 Job name: 4EHB-Hayden Single 16" BCIO 4500s-1.8 AA (Joist) Dry I 1 span I No cant. 124 OCS I Repetitive I Glued & nailed File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer. Designer. Code reports: ESR-1336 Company: March 28, 2019 11:18:35 17-00 a " 81 Total Horizontal Product Length=17-08-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind B2 Roof Live B1,3-1/2" 863/0 214/0 B2, 2" 609 / 0 150 / 0 Load Summary Live Dead Snow Wind Roof ocS Live _Tag Description Load Type Ref. start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 17-08-00 Top 65 16 Me 2 Reaction from J8 Conc. Pt. (Ibs) L 02-03-10 02-03-10 Front 323 81 nta Controls Summary Value %Allowable Duration Case Location Pos. Moment 3476 ft-Ibs 85.0% 100% 1 08-03-07 End Reaction 1076lbs 73.0% 100% 1 00-00-00 End Shear 1053 Ibs 53.3% 100% 1 00-03-08 Hole#1 Shear 371 Ibs 67.6% 100% 3 04-07-13 Hole #2Shear 195lbs 30.1% 100% 4 09-00-02 Hole #3 Shear 440 Ibs 80.1 % 100% 6 13-03-11 Total Load Deflection U659 (0.316") 36.4% n\a 1 08-08-06 Live Load Deflection U821 (0.253") 58.5% nta 8 08-08-06 Max Dell. 0.316" 31.6% Me 1 08-08-06 Span / Depth 13.0 Hole Location Valid 'tffffff ,ppt1 111111'rp�� I... &iI��ii •�N%0�%y Hole Summary Center Elevation Ref. Helght Width Shape Orientation NO 047182 H01 04-07-13 8" L 12" Circular Horizontal H02 09-00-02 8" L 11" Circular Horizontal t = H03 13-03-11 8" L 12" Circular Horizontal ��eFi4'"`'Oft 1","•'(.0`�� 'a Bearing Supports %Allow %Allow ,,��°+rpjgq�ji`,` Dim. (LxW) Value Support Member Material B1 Wall/Plate 3-1/2" x 1-3/4" 1076lbs Me 73.0% Unspecified sosux Hanger 2" x 1-3/4" 759lbs 47.4% 70.2% TFL1716 u58�'AID9C]CAiOE�E l94BfOf9 -B2 ,w BC FloorValue®Summary ,RblftW.«1t6ttt,rtx n.h,.NYtb.fJw.N«,w BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-10-12 Cautions Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Single 1-3/4" x 16" 1-joist Page 11 of 23 [sAe)Boise Cascade Wl� Single 16" BCI04500s-1.8 E+ASSED J3A (Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer. Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSS sheathing glued and nailed to member Design based on Dry Service Condition. No 047182 qualified to buKdlM ff odff'a Op3[IldG deV—oR bull �h7gCodB+accepted°deslgrc�+"'°'-'� properties and analysis methods. Installation of Boise Cascade engineered wood products must be in - accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. SC CALC®, BC FRAMER®, AJSTM, ALLJOIST®, BC RIM BOARD-, BOW BOISE GLULAMTM, BC FloorValue®, VERSA -LAW, VERSA -RIM PLUS®, Page 12 of 23 Boise Cascade 01� Single 16" BCI® 4500s-1.8 PASSED J4 (Joist) BC CALC® Member Report Dry I 1 span I No cant. 124 OCS I Repetitive I Glued $ nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden . Address: Description: City, State, Zip: Specifier. Customer. Designer: Code reports: ESR-1336 Company: B1 Reaction Summary (Down / Uplift) 1501-0a Total Horizontal Product Length=15-01-00 B1, 3-1/2" 608 / 0 15210 B2, 2" 598 / 0 15010 B2 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (Ib/ft) L 00-00-00 15-01-00 Top 80 20 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2720 ft-Ibs 66.5% 100% 1 07-07-04 End Reaction 748lbs 69.2% 100% 1 15-01-00 End Shear 731 Ibs 37.0% 100% 1 00-03-08 Hole #1 Shear 417lbs 76.1% 100% 3 03-09-04 Hole #2 Shear 151 Ibs 27.6% 100% 4 07-0"0 Hole #3 Shear 407lbs 74.2% 100% 6 11-03-12 Total Load Deflection U963 (0.184") 24.9% n\a 1 07-07-04 Live Load Deflection U1204 (0.147") 39.9% Me 8 07-07-04 Max Defl. 0.184" 18.4% n\a 1 07-07-04 Span / Depth 11.1 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation aaaaaaU�L RAgq�'Pay�� H01 03-09-04 8" L 12" Circular Horizontal ra�q��GEti;.Fa10." H92 07-08-00 8" L 12" Circular Horizontals No 047188 H03 11-03-12 8" L 12" Circular Horizontal %Allow %AllowDm. Bearin9HangeOrts .Member Support Material ''�''O��S ;•OH 3i1/2( xv1---3/4" 760lbs 27.3%Value 51.6% THF17157 ��4Q�� '�t`sjOtrlAt.Elaaaaa B2 Hanger 2" x 1-3/4" 748lbs 46.7% 69.2% TFL1716 'BC FloorValue® Summary ,BC FloorValue& IN Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-07-04 Cautions Hanger THF17157 requires (24) 10d face nails, (2) 10d x 1-1/2 joist nails. Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2 joist nails Header for the hanger THF17157 is a Double 1-314" x 16" LVL beam Header for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam mnsasevwsoxxmoecexse rose "waapymumemmeoenro„xur.aa vra wow vssau"nmw.m.�,wm..uw",+nmr,w, Page 13 of 23 Boise Cascade Single 16" BCI® 4500s-1.6 PAsoSED J4 (Joist) BC CALC® Member Report Dry I 1 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer. Designer. Code reports: ESR-1336 Company: Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specked (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member Design based on Dry Service Condition. No 047182 qualified E appllq0njtM&9Wp..NU9rA 1S.PA AAon. buifdingrtode+aecepteftesign-°m^^• properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS-, ALLJOISTO, BC RIM BOARD-, BCI®, BOISE GLULAMTM, SC FloorValue® , VERSA -LAM, VERSA -RIM PLUS®, Page 14 of 23 Boise Cascade Single 16" BCI®45005-1.8 WL►"S"SED J5 (Joist) BC CALL® Member Report Dry I 1 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden . Address: Description: City, State, Zip: Specifier: Customer. Designer. Ccde reports: ESR-1336 Company: ' AIL C2)- J6A is-0z-iz a B2 ' Total Horizontal Product Length=15-02-12 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live J8A, 2" 525 / 0 129 / 0 B2, 2" 525 / 0 129 / 0 Load Summary Live Dead snow wind Roof Ocs Live Tag Description Load Type Ref. start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 15-02-12 Top 69 17 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2425 it-Ibs 59.3% 100% 1 07-07-08 End Reaction 655 Ibs 60.6% 100% 1 00-00-00 End Shear 641 Ibs 32.4% 100% 1 00-02-00 Hole#1 Shear 351 Ibs 64.0% 100% 3 03-11-00 Hole #2 Shear 140 Ibs 25.5% 100% 4 07-09-12 Hole #3 Shear 361 Ibs 65.9% 100% 6 11-05-08 Total Load Deflection U1066 (0.169") 22.5% n\a 1 07-07-08 Live Load Deflection U1329 (0.136") 36.1% n\a 8 07-07-08 Max Defl. 0.169" 16.9% n\a 1 07-07-08 Span / Depth 11.3 Hole Location Valid Hole Summary Center Elevation Ref. Helght Width Shape Orientation 1�Tttitilltfttitry� � �ti�tj� , .... H01 03-11-00 8" L 12" Circular Horizontal ��P,.•�i.�c H02 07-09-12 8" L 12" Circular Horizontal S No D47f82' 4 H03 11-05-08 8" L 12" Circular Horizontal % Allow %Allow Bearing Supports •B2 Dim. (LxW) Value Support Member Material Hanger 2" x 1-3/4" 655lbs 40.9% 60.6%" TFL1716 rSsJ..... "BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-07-06 Cautions Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Single 1-3/4" x 16" ]-joist Header for the hanger TFL1716 is a Double 1-1/2" x 11-114" LVL beam am"�nd vac�.u".s,rv+uu"e rtyYeanxn N 4Y V11ai6,�m6.e,aYca1 Y Wa! m.y GxemY Page 15 of 23 Boise Cascade nl� Single 16" BCI® 4500s-1.8 �A$SED J5 (Joist) BC CALL® Member Report Dry 11 span I No cant. 124 OCS I Repetitive 1 Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer. Code reports: ESR-1336 Company: Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1 ") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALL® analysis is based on IBC 2009. Composite El value based on 314" thick OSB sheathing glued and nailed to member Design based on Dry Service Condition. No 047182 must be qualified buftdingVode+aCcapteffdes2,Jrrw properties and analysis methods. Installation of Boise Cascade engineered wood products must be in - accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALOS, BC FRAMER®, AJSw, ALLJOISTO, BC RIM BOARDTM, BCI®, BOISE GLULAM1°, BC FloorValueO, VERSA -LAM®, VERSA -RIM PLUS® Page 16 of 23 MBoise Cascade J Single 16" BCI® 4500s-1.8 P/ASSED J6 (Joist) BC CALCO Member Report Dry I 1 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden • Address: Descdption: City, State, Zip: Specifier. Customer: Designer: Code reports: ESR-1336 Company: 81 5a3-06 82 Total Horizontal Product Length=15-03-06 Reaction Summary (Down / Uplift) (IDS) Bearing Live Dead Snow Wind Roof Live B1. 2-3/8" 612 / 0 153 / 0 B2,2" 610/0 152/0 Load Summary Live Dead Snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 15-03-06 Top 80 20 n\a Controls Summary value %Allowable Duration Case Location Pos. Moment 2828 ft-Ibs 69.1% 100% 1 07-07-12 End Reaction 762lbs 70.5% 100% 1 15-03-06 End Shear 746lbs 37.8% 100% 1 00-02-06. Hole #1 Shear 408lbs 74.3% 100% 3 03-11-10 Hole #2 Shear 163 Ibs 29.7% 100% 4 07-10-06 Hole #3Shear 421lbs 76.8% 100% 6 11-06-02 Total Load Deflection U913 (0.198") 26.3% n\a 1 07-07-12 Live Load Deflection U1142 (0.158") 42.0% n\a 8 07-07-12 Max Defl. 0.198" 19.8% n\a 1 07-07-12 Span / Depth 11.3 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation ,t�`1f1p41/ilttf��i �jfr.�t•,,,,,o�T/ ��i H01 03-11-10 8" L 12" Circular Horizontal ��t �„•`p?��GEL8S4S.•;L 6„�., H82 07-10-06 8" L 12" Circular HorizontalS� No 047182 *. H03 11-06-02 8" L 12" Circular Horizontal %Allow % Allow ;' STATE OF •�+1� •Bearing Walll//Plate s 2-3/8(LxM x 1-3/4" Value Support 766lbs Material 64.9%Member Unspecified �'�d`•,{ QA Oq:®}a;`� n\a B2 Hanger 2" x 1-3/4" 762lbs 47.7% 70.5% TFL1716 sS�ONAL BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-07-14 Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x Header for the hanger TFL1716 is a Double 1-112" x 11-114" LVL beam W 01505813 SO9UX B[ MOE� A60 FO n wummrcn maYW....nnnwmm..*�w ae�e Page 17 of 23 (XiBolse Single 16" BCI04500s-1.8 J6 (Joist) BC CALC® Member Report Dry 11 span I No rant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer. Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1 ") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member Design based on Dry Service Condition. No 047182 qualified M appk;.4)&j ..)3�a;t&Aort bu�Ingtode-aoceptefte9ign-°i4R°"` properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJSTM, ALLJOIST®, BC RIM BOARD^", BCI®, BOISE GLULAM1°', BC FloorValue® , VERSA -LAW, VERSA -RIM PLUS®, Page 18 of 23 I o2l Boise Cascade �.E✓ Single 16" BCI®4500s-1.8 PASSED J7 (Joist) • BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 201911:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: - City, State, Zip: Specifier: Customer. Designer: Code reports: ESR-1336 Company: 1508-08 Total Horizontal Product Length=15-03.08 Reaction Summary (Down / Uplift) B2 B2, 2" 551 / 0 138 / 0 Load Summary Live Dead Snow Wind Roof ocs Llve _Tag Description Load Type Ref. start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 15-03-08 Top 72 18 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2559 ft-Ibs 62.6% 100% 1 07-08-00 End Reaction 688 Ibs 63.6% 100% 1 00-00-00 End Shear 673lbs 34.1% 100% 1 00-02-00 Hole #1 Shear 193 Ibs 29.8% 100% 3 06-07-10 Hole #2 Shear 339 Ibs 61.8% 100% 4 10-11-03 Total Load Deflection U1007 (0.1B") 23.8% n\a 1 07-08-00 Live Load Deflection U1259 (0.144") 38.1 % Me 6 07-0"0 Max Defl. 0.18" 18.0% n\a 1 07-08-00 Span I Depth 11.3 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 06-07-10 a. L it" Circular Horizontal ,�Atllrtit3Nif�zj H02 110-111-03 8" L 12" Circular Horizontal +�`�PG NS's'. %Allow %Allow ='k .� L Bearing Supports Dim. (LxW) Value Support Member Material * " J8 Hanger 2" x 1-3/4" 688 Ibs 43.0% 63.6% TF11716 "+,� �,. STATE OFF •B2 Hanger 2"x1-3/4" 688lbs 43.0% 63.6% TFL1716 P'c<O H.t4P[a��•. BC FloorValue® Summary BC FloorValueO: Subfloor: 314" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum ,Controlling Location: 07-07-12 Cautions -Hanger TFL1716 requires (2) 10d face nails, (4)10d TF nails, (2) 10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Single i-3/4" x 16" 1-joist Header for the hanger TFL1716 is a Single 2-1/2" x 16" 1-joist mm se saga m so xx xa � �»so w rs saru�®a. mm�wmwem,»vnawa""sary �eww .,a".wsuw,rw. a�.aeeawwmm.s Page 19 of 23 aolse cascade Single 16" BCI04500s-1.8 PASSED J7 (Joist) BC CALL® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier. Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors _ BC CALL® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. budln properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMER®, AJSw, ALLJOISTO, BC RIM BOARD-, SCIO, BOISE GLULAM-, BC FloorValue® , VERSA -LAMS, VERSA -RIM PLUS®, Page 20 of 23 aBoise Cascade Single 16" BCI®4500s-1.8 PASSES J8 (Joist) BC CALCO Member Report Dry 11 span I No cant. 116 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer. Designer. Code reports: ESR-1336 Company: ' J3A 03U4-08 Total Horizontal Product Length = 03-04-08 Reaction Summary (Down / Uplift) Wind BM1 BM1,2" 407/0 102/0 Load Summary Live Dead Snow Wind Roof OCs Live _Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft') L 00-00-00 03-04-08 Top 40 10 16 2 Reaction from J7 Conc. Pt. (Ibs) L 01-11-02 01-11-02 Front 550 138 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 614ft-Ibs 15.0% 100% 1 01-11-02 End Reaction 509lbs 47.1% 100% 1 03-04-08 End Shear 498lbs 25.2% 100% 1 03-02-08 Total Load Deflection U999 (0.008") Me n\a 1 01-11-02 Live Load Deflection U999 (0.006") n\a Me 2 01-11-02 Max Defl. 0.008" Me n\a 1 01-11-02 Span / Depth 2.4 %Allow %Allow Bearing Supports Dim. (Lxvo Value Support Member Material Tj�rry� BM1 Hanger 2" x 1-314" 509lbs 31.8%° 47.1% TFL1716 :'::�A BC FloorValue®Summary ?*; No 047102 Lz* BC FloorValue®: Subflocr: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Ratin Premium 9 --a � ' ¢' � V STATE OF 41Z Controlling Location: 00-01-04 'yO,�•:q• �p,�,•'41 Cautions Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2 joist nails. 'k "oossassu sosom:xn"cecenssrors ' Header for the hanger TFL1716 is a Single 1-3/4" x 16" I -joist R,��w,�,•�,�,,; m�„� �•-"•^� .Header for the hanger TFL1716 is a Single 1-3/4" x 16" 1-joist " m,aao-.mume°wwnua,.mrt .a�wwxe W M 4l1•W.U4"a"W.mW Ynmmlm W m,m.,. eYl.� Page 21 of 23 Boise Cascade Single 16" BCI® 4500s-1.8 PRSSI_D J8 (Joist) BC CALL® Member Report Dry 11 span I No cant. 116 OCS I Repetitive 1 Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier. Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1 ") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALL® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. No 047182 Use qualified applli;0n JWAY1PPt=4,bA-s%don- buiMingtbde+aocepted^de8lglw,— properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMER®, AJS-, ALLJOISTO, BC RIM BOARD-, BCI®, BOISE GLULAM"", BC FloorValueO, VERSA -LAW, VERSA -RIM PLUS®, Page 22 of 23 11112� ITIBoise Cascade Single 16" BCI®4500s-1.8 PASSED Off/ J8A (Joist) BC CALC® Member Report Dry I 1 span I No cant. 116 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden - Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Co,-npany: ' AA 02-01-M Total Horizontal Product Length = 02-01-08 Reaction Summary (Down / Uplift) Wind B2 B2,4" 446/0 110/0 Load Summary Live Dead Snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft') L 00-00-00 02-01-08 Top 40 10 16 2 Reaction from J5 Conic. Pt. (Ibs) L 01-04-10 01-04-10 Front 525 129 n1a Controls Summary Value %Allowable Duration Case Location Pos. Moment 244ft-Ibs 6.0% 100% 1 01-04-10 End Reaction 556lbs 37.7% 100% 1 02-01-08 End Shear 534lbs 27.0% 100% 1 01-09-08 Total Load Deflection U999 (0.003") nla Me 1 01-04-10 Live Load Deflection U999 (0.002") n1a n\a 2 01-04-10 Max Deft. 0.003" n1a n\a 1 01-04-10 Span / Depth 1.3 %Allow %Allow Bearing Supports Dim. ILxW) Value Support Member Material HangerAA "/a B2 Wall/Plate 4" x 1 3/4" 556lbs Me 37.7% Unspecified � ��aJ. :•....:.T BC FloorValue@ Summary Ha 04T1e2 BC FloorValueO: Subfloor: 3/4" OSB, Glue + Nail Di lOsure ,k Minimum Enhanced Premium Subfloor Rating: Premium Use. y a Bpi sca ControllingLocation:01-01-00 subjer, 2,01M f.IMX Cautions must be qualified Hanger TFL7716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2 joist nails. expt" • Header for the hanger TFL1716 is a Single 1314" x 16" ]-joist anftnew ' appfl&p4Bl JhpAAWp.W ! "s'I.MR on Notes buiremCrVo&-aecepteiVAeagre�— - Design meets Code minimum (U240) Total load deflection criteria. properties and analysis methods. Design meets User specified (U480) Live load deflection criteria. Installation of Boise Cascade engineered wood products must be in Design meets arbitrary (1") Maximum Total load deflection criteria. accordance with current Installation Calculations assume member is fully braced. Guide and applicable building codes. To Hanger Manufacturer: USP Structural Connectors obtain Installation Guide or askquestions, BC CALM analysis is based on IBC 2009. please call (800)232-0788 before installation. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. BC CALC®, BC FRAMER®, AJSTMALLJOISTO, BC RIM BOARD-, BCI®, BOISE GLULAMTM, BC FloorValueO, VERSA -LAMED, VERSA -RIM PLUS®, Page 23 of 23 Gable Stud Reinforcement Deta0. ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ilri 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt ILO Dn 140 mph Wind Speed,�15' Mean Height,Enclosed, Exposure D, Kzt = L00 nn 110 nn6 Vend tnnnd. 14, Nvnn Halnhl.. Pnnllnlly P-1-d. Fvoocurn ➢. K>t v 1AD 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) 1x4 IV Brace • (1) 2x4 'L' Brace 0 (2) 2x4 'L' Brace xv o) 2x6 'L' Brace ¢l'2.6 IV Brace Group A Group B Group A Group B Group A jGroup B Group A Group B Group A Group B pl / O2 3' 10, 6' 7' 6' 10' 7. 9' as i' 9, 3' 9' 7- 12. 2' lal 8' 14' 0' 14' 0' �S . U S P fr 43 3' 8' 5' 9' 6' 2- 7' S' 7' It' 9' V 9' 6' 12, 0' 12' 6' 14' 0' 11V g' Stud 3' 8' 5. 9' 6. 1' 7' 8' 7' 11' 9' 1' 9' 6' le, 0' 12' 6- 14' 0' 14. 0' (3 HF Standard 3' 8' 4' 11' 5' 3' 6' 7' - 7' V B• It, 91. 6' 10' V 11• i' 14' 0' IV 0' 0% ql q• ➢' 6' B' b' 11' 7'10' 8' 2' 9' 4' -9' 8' 12' d' 12' 9' 14' 0' 14' 0' -J S P N2 3• 10' 6' 7' 6' to- 7' 9' a, 11. 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 74' 0' 83 3' 9' S' 3' 5' 7' 6' it- 7. 5' 9' 2' 9' 7' 10, it, 11' e'cu D F L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' I1' 8' 14' 0' IV 0' Standard 3' 6' 4' 7' - 4' 11' - 6'2' - V 7' 8' V 8•Ill 9' S. 10. 4' 13, t' 14' Ot U 81 / O2 4. 5' 7' 6' 7' 9- e' 10, 9' 3' 10' 7' Ill 0' 13' II' 14. 0' 14' 0' IV 0• + S P F R3 4' 2' 7' V 7' 9' 8' 9' 9. 1' to, S' l0' lot 13' 9' 14. 0' 14. 0' 14' 0• U L� Stud V 2' 7' 1' 7. 6' B' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' l4. 0' I I F Standard O V 7- 7' 7' 7' It- 9' 0' 9' 4' 10, B. IF 11 14' 0' 14' 0' 14. 0' 14' C' \Q) / S P B2 4. 5' 7' 6' 7' 9' e' 10' 9' 3' to' 7- 11. 0' 13, 11' 14' 0' 14- 0' 14' 0• 03 4. V 6' 5' 6' to' 8' 6' 9' 1' 10' 6' to, II' IT V 14' 0' 14. U' 14U' N D F L 'Stud 4' 4' 6' 5' 6' l0' 8' 6' 9' 1' le- 6' 10'Ill 13' V 14' C' 14. 0' la' 0' Standard V 2- 5' 8' 6' 0' 7' 6' 8' 0• to' 2- 10, 10, Ill 10, 12' 7- 14. 0' 14' 0' pl / p2 V ]0' 8' 3- 8' 7- 9' 9' lal 2' 10' 7' 12, l' 14' 0' 14' 0' 14' 0' l4. 0- d S P F 93 4' 7' 8' 2' 8' 5' 9' 8• 10' 0' 11' 6' 12' of 14' 0' 14' 0' 14' 0' 14• o' LD UH Stud 4' 7' 8' 2' 8' 5' 9' e' 10' 0' 11' 6' la, 0' 14' 0- 14' 0' la' 0' 14' 0' O Hl F Standard 4' 7' 7. 0' 7. 5' 9' V 10' 01 III 6' 12' 0' - 14' 0' 14' 0' 14' 0' 14' 0' X R1 5' 1' 8' 5' a, e' 9' ill to, 3' I11 9' 12' 3' .14' 0' 14' 0' 14' O' 14' 0- S P 02 4' f0• 8' 3• 8' 7' 9' 9'. 10' 2' 11' 7' 12, 1' IV 0' 14' Or 14' 0• IV o' CS B3 4' 9' 7' 4' 7' 10' 9' S. 10' 1' 11' 7' 12' 0- 14' 0' 14' 0' 14' 0' 14' 0- CLJ D F L Stud 1 4' 9• 1 7. 4• 1 7' t0' 9' e' lo' 1' ill 7' 12' 0' 1 14' 0' 14' G- 14' 0- IV 0' r1 Standard 1 4' 7' 1 W 6• 1 6' 11' 0' 8' 1 9' 3' 1 11' 6- 1 12' 0' 1 13' 7' 14- D' IV 0' IV 0' Naaonal Mace aptbro er Usel length Iny be doubled .hen dagonal brace Is used Connect dageral Wed. far 6009 It each end Mae to total length Is 14/ V.rtkal Length sM.n In table above. a 64 AN rrW CGMPAM' 1]]fl9lale'van ome Earn Gly. NO B1x6 Tn166 Br ceH81T I Mf M ?x6 )B'-L 02 ar better "Ba at Macro single - #Cas�ml`t 1 upper end above for OF Bracing Group Species and Grades) Group Al S race-PMeilr Hen-M 11 / 0.2 standard I12 stud M3 Stud a3 StaWartl ➢ t.e M-Larch Soothe n Pineux 13 43 Stud Sn d Sa,dardI Standard Group BI He.-flr CI b in, el Dou lee rir-LarcM1 Southern PNeao al al 12 0.2 Ix4 Braces shal be SRB (Stress -Rated Board). ufor Ix4 sa Pine use only Industrial 55 or Industrial 45 Strese-Rated Boards. Group 8 vaWes ma be used .Irn Huse. ratles. Gable Truss Detail Notes) %*x! Load deflectlon cHter1m Is L/241' ProYde upUft connectlans for 7s pie over continuous bearm. (5 psf TC Dead Load& oblate ¢md supports load fro. V V ouooxer, .Ith 2' 0• bverlwntl g, or 12' py.00d ollerhaal. Attach •L' braces .Ith led (0.128•x10' Nn) As. W for (p L' brace, space nuts at 2• ac. m IS • and runes and V o,c. bet...n zones. )KWar (2) L' Maces. epace mans at 3' e,e ti 18' end zones and 6• o.e bet.een zones. 1' brad., at be . minmus of 80X of veb hems, length Gable Vertical Plate Sizes • Refer to coneon truss design fro peak, spike, and Feel plates. Refer to the Bubdmil Designer for camdltlons not addressed by tNs detak. REF ASCE7-10-GAB16015 DATE 10/O1/14 DRWG A16015ENC101014 Vertkal Len rn No S Ike Less than 4. 0• 2x3 Greater Man 4' 0'. but less than 11' 6' 3%4 Greeter Shoo ll' 6' 4X4 M, o irldm ar IN bpvente Yc Wl1 ,qt Be ro9.wnm. fw daHaem htw {:l `� mm�m �� r e°`w7tne truer macam�anarc+.Id) Avslrtfl 1, or r� swim, ahbyw � (@R,DjV \ MAX. TOT. iD. 60 PSF is m tw d•a.1v : m ww Beaq tw dn.w• bmeaae aeorpearc. ar aer.s:la,d '+�, k��tvS.• ,eerFa re�a�s�q ealpY Ian W tlezt�n Ynxa M NtMn<Y oM m ar tW b¢elp q3 IN it161(t��`9V t aN' rbke<uM b tle rt¢p.TffiYIIY aF tM AIdV D.Wat' PR N6l/!Pl 1 6ecE %N ,�H'r'iY1'L"r "tttttt r� .a,. mr>nonen sr. ew pwa R.nnel mxr w6a lam ue...d, elan •naallleam MAX. SPACING 24,0' YPAL ..aulpMb 1r1• ..aipnataral SBLM mcb[MveVyary ICG mlvsaM1are Gable Stud Reinforcement Detail ASCE 7-10: 160 Mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 - Or, 140 MPH Wind Speed, 30' Mean WiLnt, Partially Enclosed, Exposure C, Kzt = IRO Orl 140 mph Vlnd Speed, 30' Mean. Helght, Enclosed Exposure B, Kzt = 1.00 Or: 120 mph_ Wind Speed, 30' Mean Helght, fertility Enclosed, Exposure D, Kzt = 1.00 2x4 race (U tx4 •L' Brace • (1> 2x4 'L• Brace . (2> Hx1 'L' Brace Gable Truss Detall Notesi 1AM Load defleetlen efxterenn 5 L/241 Provide upUft cennectlons for 13D pIf over contbubus bearbq (5 psr TC Dead Load). fnbla end u'(9d'tS lead from 4' 0' outlookers e1W 1 O' overhwa, or Ur ply.00d avernanH. AboutL Attach 'L' braces etth IOd (612H'x3V nW moms. IIE For a) •L' bwee. spore mans at 2• ... able buss h IV emv) zones and 4' o.e bet.... zones. )KXFa Q) 1• brace. cpace wits at T oc Dkgowl brace optlorw T N Ur emd zones and 6' . wteeen zones. vertbat length may be dauWed Men dagorol I I8' IN 1' lermeno m,st be . elveun of 80% of .eb brace Is used. Connect L I meNxr temth' da0onol. or... for 6901 -L' Gable Vertical Plate Sizes at loch end Max lib It Br' ce total length Is 14'. )n)R Vertical Len th NOS Ike 2a5 D1` L Y2 ar 11 Less then 4' 0' 2%4 better dngowl B. Greater than 4. W. but 4X4 Vertical length show brocel Single B• X less tMn f2' 0• In table above. 45' c a double cut (as she.N e< L .L [ Refer to c.. truss design for upper end. Peak, splice, and heel pinta. - ntlnuo Hear6g Refer to the RuI Deslgner for conditions Connect dapew n< W olnt of vertical eeb. Refer to chart I. above for max 9a 1IOIIIII 2 r41Ba+y length. not amfressed by We det.L eaxAbmlos 4AP Am0 ra1DV xL ralfs m nos e°''U+�+ • .1Pmraao neap( teas )oAvtxO 1 A4L m1IR,clmmz nos M: p[ 0¢1a1fTs - Tjti , REF ASCE7-10-GAB16030 r am. e.e•.r. mn b vabt=ua. •nmdbe. z� Nov. v�amw,� am nraW. Wnr 1 W. � etect eatb, of BCE 0 `eo Cmprw2 Sefv lnlornn4M, r )PI aM SMA) P...... to o� -``.J . Q. �pENSF �'' DATE 10/01/14 �a.Kr. blr.e a te Pe4eewnP toe• f✓ctbn5. Lu:tall tau dwa nw- O'Cl Won• t.mfm'^rY ,'T Mr ab.dxe .h`=b .heathna and oaten HLSL chord - No DRWG A16030ENC101014 noted athelw. .heu pmee'Aw NWI v boon wt... W r". •cVms 11. BT x Biz. we apN be. Pppl Nab. b each face tlntl M~ frep•rlr at.. I= ree•p I.emtx n s1e- I- prmon•nt W.-t me.boht aP ...ONE G 1 n d l� L� r I've. R.In�t. w W.K. Been I6 we da.n ma.: aw may lfne dNab mmd xme D•mf., we.c roeee a�rwrn.a. Awe, . N.twn o mm camPm.m. Inc. . 11 wt b. r.,.mu rw e•wthn frw AN IIWCOM dr, ma,nn, ear retie. bBi°ed�the irv.. h o,naRt .1tn aavlpl L er nor mp e. .heebn, x :.o ATE OF l Q'MAX. TOT. LD. 60 PSF wwkta. 4 bnceg ar w..re. A .eal ,n a(. M1a.Y1 tr mn. poor laud w, ewMy hdmb. nmee.ry ar palea.Wrd TM W tic. mane 'S IP 0 �� O R`0P. II .ednezw p .oP..buty sd•IY rm tM dezkn 4b.n arfaba<Y ia. of roe trerry . uMcfve Is Me rr.pa Wily of tic BIdYp hl 'pm AYSUIPi 1 Sr.L ,(y r - `oil � v� 1Fe�M1e(essy Mol6 Ms re, va hrmmeen .•e tle• JM• erwwl wb. poa. .^e aha.. ..6 dbe f6/r}H,�iQN/jFGUtRt MAX. SPACING 24.0' Au.00 .rutpMH.md IPu w1rhrt '. SBta .reab.heu.t"er. )c0 'm)cc.ef•ore. lfl 4 • e � Gable Vertical paring Species Grade No Hrnces - • (D 2x6 'L' Brnce • (2)2x6 •L' Brnce Group A Group B Group A Group H Group A Group B Group A Group B Group A Group B p gl 7 02 3' B. 6' 3' 6' 6' T 5' T 8' 8' 9' 9' 2' Il' T l2' 0' l3' 9' I-0' 0' J PF R3 3' 6' S' S' S' 9' T 2' T T 8' 8' 9' l• IL' 3' Il' 11' 13' T ld' 0' U Stud 3' 6' S' 4' S' B' ]' 2' T T 8' 8' 9' 1' ll' 2' 11' 11' 13' T 14' 0' Q HF Standard '6' 3' �� 6' 4' - �, ]' 6' T 9' B' 1' - 9' 3' _ ll' 9' 12' 2' 13'. It- l4. 0' -I a S P h2 3' 8' 6. 1' 6' 6' T 5' T 0' 8. 9• A' 2' ti' T 12' 0' 13' 9' 14. 0' H3 3' T 4. 10' S' 2• 6. 5' 6' ll' 8' 9' 9' t' 10' 1' 10' 10' 13' B• 0.I D F L Stud 3' 7• 4' 10' S' 2' 6. 5' 6' ll' B' 9' 9' L" - l0' 1' W' IO' l3' 8' la' 0' d Standard 3' 3' 4' 3' 9' 7• 5' 8• 6` l' J' 9' 8' 3' 8' ll' 9' 7' 12' 2• 13' 0' L) ql / 02 4. 2' 7. 2' 7. 5• e' S' B' 9' 10' 1' 10' 6• 13'.3• l3' 9' 14' 0' 14' 0' :� S P F q3 4' 0' 6' 7' 7. 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13. 7' 14' 0' 14' 0' LJ Stud 4' 0' 6' T T 0' 8' 4' H'_ 8' 9' ll' i0' 4' 13' 1' 13' T 14' 0' l4' 0' i O H F Standard 4. 0' S' 8' 6' 0' T 6' 8'0' 9' 11• ]0' 4• 11' l0' l2' e' 14' 0' la• 0' ql 4' S' ]' 3' T 6' 8' ]' B' It- 0' 2' IO' ]' 13' S' l3' 11' l4' 0' 14' 0' P 02 4. 2' T 5' e' S' 8' 9• 10' 1' lD' 6' 13. 3' l3' 9' 14' 0' l4. 0• R3 4. 1' S' II' 6. 4• J'1l' H' S• 10' 0' -l0. 5' l2' S• 13` 3• 14' 0' 14. 0' 0J � D F L Stud 4. 1' S' I1' 6. 4' T 1l' 8' S' IO' 0' 10' S' le 5, l3' 3' 14' 0' l4' 0' Standard 4' 0' S' 3' S' 7' 7' 0' ]' 6• 9' S. l0' 2' L' 0' 1l' 9• 14' 0' 14. 0' RI / 82 4. 8• 7' It- B' 2' 9. 4' 9' 8' 30' 1' li' 6' l4' 0' 14' 0' 14' 0' 14' 0' d S P F M3 4' S' ]' T B. 1' 9' 2' 9' 6' 10' 11' if 5' 14' 0' 11. 0' 14. 0' 14' 0' LJ' �J L� Stud 4' S' T T e' 1' 9. 2' 9' 6' IO' 11' ll' S' - 14'D' 74' 0' 14' 0' l4. 0• O I I F Standard 4. 5' 6' 6' 6' 11' 8' 8' 9' 3' 13' T 16' 0' 14' b' l4' 0` X BI 4' 10' 8' 0• e' 3' 9' S• 9. 9• 14. 0' I4. 0' 14' 0' trim 0' � P k2 4' 8' J' ll' 8' 2' 9' 9' 9' 8' ll' 1' ll' 6• 14' 0' I4' 0' 14` 0' l4' 0' d M3 4' 6' fi' 30' T 3' 9' 1' 9' T 14' 0' 14. 0' l4' 0' 14' 0' NDFL Stud 4' b• 6' IO' T 3' 9' t' 9' 7• 14' 0' 14' 0' id' 0' I4' 0` Standard d' S' 6' !' 6' S' 8' t• e' T 10' ]t• 11' S' 12' e' 13' J' 14' 0' l4' 0' Braclne Group Species and Gradev Group A� S race-0ine-Ftr Hen-rtr PI / 92 S<nrWerd 92 $htl Y3 Stud p3 StaMnrtl Oou ins itr-Lard+ Southern F.nnx 93 93 Stud Stud Standard S[arNertl Group B� Nen-ftr Y3 b Btr YI Om n Ar-Larch SnuMern Phe.v sPl tll 92 e2 IxI Braces shall be SR8 (Stress-Ratetl eoartla xxror iv4 So. Fine uze only ImAlstrlal 55 m Industrial 45 Stress -Rated Hoards. Group e .values no be used .Ith these nodes. 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 90Y of member length. No 'L' or 'T' race required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'I' brace required 'T Relnfa Memk Ga Tr vertical length r than 48' 'L' brace required Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. QRefer to Englneered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web.. / Example. 2X4 I(�1/ ' 2X4 /�I�A'I—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) Nails at 4' ac, plus (4) malls In the top and bottom chords. Toenalled Nails. 10d Common (&148'x3',min> Toenails at 4' o.a 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 Goble Detall Drawings A13015051014, A12015051014, A11015051014, A1D015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings AII515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, AIBOISENC10I014, A20015ENCIDID14, A20015END101014, A20015PED1D1014, A11530ENC101014, A12030ENC101014, A14030ENC1D1014, A16030ENC101014, A1803CENCI0f014, A20030ENC101014, A2D030END101014, A20030PEDIOLO14 See appropriate Alpine gable detail for maximum unrelnforced gable vertical 'T' Reinforcement Attachment Detail 'T' Relnf... Ing 'T' Reinforcing Member Member Toe-n.11 - Dr - End -mall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the -L' reinforcing member. deb Length Increase w/ 'T' Brace Mbr. Size Increase 2x4 30 X 2x6 20 z Example. ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical - 24'o... SP N3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30X = 1.30 (1) 2.4 'L' Brace Length - 8' 7' Maximum 'T' Reinforced Goble Vertical Length 1.30 x 8'7'=11'2' a L1�p0 NNC ovMxDrae �Aa "RD Fats " wa¢s M T� p WDQ e�FWTANIIu FllapSll TNIS D.AVOlr N N1 fOgRILTOES D4n.I�I' TIE D6(NJ.LiS Truss.. reptre extreme care h iobrbatbp, hvw Yibpbp, h.UIUM amtl braOp War to aim follow w wte.t emebn of xsI ®wdve Co..pamwat mf.ty lmorw<1x., w, VI and Saco far caret, eracer.. pbr ta p.rna l IN.. fvctI .w. LKta.ler. than ".1d, Umpan mach par ACM. x....oted otNrwz&, top cha dyd.mceupyM.. prw.rl, atmclwd sttruct,.al wan�Nen ar.�eattan cl.are eM l hhaa�. b°rao-c merlwmanwwpnd• r1 , crm..�n suer mo eior per.t ..�adw rot.AW aos s mae1"an a c c f tro, and ppnn bm .. slew abava and an IN oohs new., WM Peter to drcwmW I6M-I for atandard pate math o a, arw 41 �MAAYj� ". $ yosxae,y' jai vew 0.rfea '.y 2.1 ot. a ; e'`/?{ 'ky, d-mv* g REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 AN RW COMPANY 7D891apebau0at FeMOtly.N08]Ms Nphe, a dvuan a1 ITV BW 4.a ConparunN Group InL .hall rot be re.pm.M. im wy tlrNetbn Iran tNd trewbp, wy Pa1vw to bm` d ae d.n. b mMrcmmxa .Ith Axartn L w fo- hawp; ardppbp, mctaaotlan . mocha W trucuc A .ep m YL dwwhp o- ca,w Po Wthe 1N. d'a.a.a. hdmte. acceptanu of pmwh..Io.el ewmp my .a1Mr f� t�. e..p. sha.a Tie adtabNb amp .,.. a tN. erary fo- ory .inmcYre b W npa.�.hy M the W,Me p..'yvr pw MIIl/IPI 1 SerE iw m.xe Inrarwtlm c.w tau pe•c aenral roes . awe sass. oe wee. AIfIIE. mnl .COeI TP4 w.m SBW m+bc Imp ww.Yc.aiea 't �mpNA4.V`v �. -`^'"" _�. �4� — MAX. TOT. LD. 60 PSF DUR. FAC. ANY MAX. SPACING 24.0' Hip Frame Details q Hip Frame W4X4, Min. � ,—„ B f � ,� 24 T.,e. 2x4 Chords w Hip Frame, 'R' Hip frame stops at plumb cut of jacks to maintain pitch continuity. Common n I c c �#1 Hip Pitched and Sheathed Chord Area Hip Framew B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0.131'x3.5' nails Bottom chord of hip frame to be attached to #1 hip with 0.131'x3.5' nails @ 6' o.c, maximum spacing. w Hip frame lumber is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better. See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. 4Setback 'R' Hip frame chords must be may be trimmed up to 2' to fit. intact and attached. � Stepped Hip . I purlins properly System Trusses Use thisdetail fora ASCE 7-10, 10 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer. ASCE 7- 160 mph, 30' Mean Hgt; Partially Enclosed, Exp D, or .Hip frame is designed to provide bracing for flat top ASCE 7-0505, 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=4.2 psf, Kzt=1.00 Structurgq4 �pnnels Must be properly attached directly To himof I �%�IcNleYrlins. REF HIP FRAME .acYrnpaxn. IIRUSN ply w.tvpe m ru mnvscma ueumpe TIEpittN. _me _.�`a�P . �GEN.e_ Z..• wn��_t'ea enures.; ew ese .mil ieK crw�rlr atrea ae <.�ea.ei aiwn<wm w8 inw a�.e Coll mve'oprape,ey otW[1M ' o.Fp lsnabm Yam F prnWurlt IntProl Ptl4eMt'OP W nII � atoll mw beclg FefaYM per KYI orcitTn &l. � er &b, ey/lcetl Prpty pbNn tp wY� I I� P 4vi. uY YSYn alma LLore nM en tm .bM Mql C4 mptl otM elu. war m aro.%'pe 160a=i P .te,Y a Ypt. powtew q Ae OF xpne, . a.een nr w �p weanv uK. annu a e< ram. Per en a.�nptw r ?F9� ePt AN-IM'COMISWI' wn trews, ar Pnpw te�dlld we wsa n�mnin,e.nrce xb xsvtrt 4 Pa mrd%a ePlpWp. C• oQ watnpattn p yn�n of bec r(� (� l A eeel a nYa 6v.Yq. pope pC1V W ae.tm,biuwtn ncuDWr. plpnPaaelwnl 2 �V} Pn�t+ePPtY re�vb�ly selY1 Pm tm bYn, amm TM WS^NItY W m eP lNe baeFp �¢, is erry sW 4ve k we r'tpm+6ots eP tHie� iI.OV �WO� per NISLIPL t SPr2 'ems, 18NAL� EVNGry�MO10 l5 fa wro hPaPmtbn [a ws Jeb'a pemral wtro peps eM Meee eeb YbY �Pallllllllnll1111t� N3�p.L ma�pNYte<a, TPL .ea<pSotupi SBLY m.YfCWatrysr9l AA eaeKaepenp i Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1.00 Top Chord 2x4 SP #2N, SPF #1/#2, ))F-L #2 or better. Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better. valley webs taller than 7-9' apply 2x4 'T' reinforcement, BOX length of Webs 2x4 SP #3, SPF #1/#2, DF-L 02 or better, web, same species and grade or better, attached with 10d box (0.128' x 3.0') malls at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous xx Attach each valley to every supporting truss with, Lateral Restraint applied at mid -length of web is permitted with diagonal (2) 16c1 box 10�135' x 3.5') Halls toe -Walled for bracing as shown In DRWG BRCLBANC1014. 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=S psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates. 3X4 12 12 Max. � 2X4 X4 �-� B-0-0 max-1 4X4 20-0-0 (++) Supporting trusses at 24' o.c. maximum spacing. AN n]B9 L°4 % OM5 F u EVNGiy, MO WNS Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o.c. or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purtin spacing as specified on Engineer's sealed design. xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley Is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Pitched Cut Bottom Chord Valley qk `\r9# SQa 2X4 Cut Stubbed Valley Chord End Detail `e�xu \i+Eht`j� yx.�f°`wt r4OIRO)' -0 LL 30 30 DL 20 15 DL 10 10 LL 0 0 . LD. 60 5` 24.0' 4X4 Optional Hip Joint Detail Partial Framing Plan IDRWG VAL160101014 I Piggyback Detail - ASCE 7-101 s160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 Or01ipOhnph wing, 3000 ft Mean Hot, ASCE �7-10,� Enclosedd4Idg, locatanywhere d o ywher¢ noraof, E p D,�windL DL=�5.0 psf iemiKzt n), Kzt L0. Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. 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' oz. detall. Is not applicable If cap supports Additional loads such as cupola, steeple, chlnney or drag strut Loads. xx Refer to En sneer's seated truss desl n drawing for piggyback and base truss s eclfieatlons. Detail A i Purlin Spacing = 24' o,c. or less Piggyback cap truss slant all top chord 12 purlin bracing with (2) 16d boxox MAILS (0135'0.59 and secure top chord with 2x4 03 grade scab Up to 12 U side only at=each end) attached with .[j.�\ �� 2 ro.s of 10d tiox nits (0.128'x3') at 4' o.c. 4 2 -- , \p•�"\ Attach pi 16d box mall to the flat top chortl using <2) U box Halls 0,135the Fat sp.c4o = 37 MAX L—Top Chord Scab (Typical Each End) Flat top chord purllnsrequired at both ends and At 24' max o,c. spacing In between. Detail B I Pur(in Spacing > 24' o,c, Piggyback cap truss slant lied to all top chord e, to .hurl with (2) 3 box nags ((I Sid only and secure top attar ed 2.4 g3 grade scab (l nag only at each end) attached with 2 rows of lOtl box malts (0428'x3) at 4' owe. 12 Attach purtin bracing to the flat top chord using A mlNnun of (2) 16d box malts (O.133'x3.59. Up to 12 V /.rf� i i i i Chord Scab (Typical Each End) Chord Depth Note, If purllns or sheathing ore not truss, ourUns rust be Installed AN ITINCOMPANY thz'so.sq, ear'fuw�ee:bsa a`r tne. m Wt•Ilotkn . brccha of trwve•. �pA `ww�— W down m mwr MW Lbuna an ubtCb+•�i)w rc� Its W Mcbi ]}U.9 LeMel:antgwe Y vporna.1. OP fha u44C'Iy.uo Bloat 'LP¢N.,mwxIt., ienfe..n�tpeii I I Ar aa. mow Flat top chord purllns required at both ends, purlin spacing >' 24' o:c.: d on the flat top of the base a.a max. and use Detail A. The top chord d3 gratle 2x4 scab MAY be replaced with either of the following. <1) 3X8 Trulox plate attached with (8) 0.120'xl.375' MARS. (4) Into cap TC 4 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xL375' Malls. Note. NWUmg thru holes of wave plate Is acceptable. x In adolti.n, prov)de connection with one of the following methods, Truax Use 3X8 Trulox plates for 2x4 chord member, and 3XID Trulox plates for 2x6 and larger chard members. Attach to each Face R 8' e.c. with (4) 0120'x1.375' MAILS Into cop bottom chord and (4) In base truss top chord. Trulox plates .my be staggered 4' o.c. Front to bock Paces. APA Rated Gusset 8'x8'x7/16' (nW APA rated shetthl'r�p pp ssets (each 'fora). Attach @ 8' o.c. with (85 6d common (0.113'x29 n.Ks per gusset, (4) in cap bottom chord and (4) In base truss to D chord. Gussets may be staggered 4' o.e. From S to back Faces. 2x4 Vertical Scabs. 2x4 SPF 02, Full chord depth scabs (each face). Attach @ 8' o,c, with <6) IOd box nAIls (0.12g'z39 per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered owe Front. to back faces. 28PB Wave. plaovback .plate @One 28PCcB wavvrte pl gyback plate v to each face fabricntl n. It cch tfi o supporiingctrusstwithof (4) 0.120'xl,375' nails per face per ply. Piggyback plates may be staggered 4 o. front It. bAck faces. ,g9Yy4y REF PIGGYBACK \' S E'r�2 DATE 10/01/14 \C'q�r��rn,'� DRWG PB16010701' aTe 6p INAI VO��tt`` SPACING 24,0' '(4)IIIIIh<11 CLR Reinforcing Member Substitution This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design put an alternative web reinforcement method Is 'desired. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-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 Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 l row 2x4 1-.2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 f-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6w T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 00 .Center scab on wide faceof web. Apply (1) scab to each face of web, AN AWQOMf)WY Ia ev NGllet ta�ss t.¢eoom owe � Eenn Cuy.M04]D15 ue..w�a ov tfw T-Reinforcement or L-Reinforcerlent, Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. , Scab Relnforcementl Apply scob(s) to wide face of web. No more than (1) scab per face, Attach with 10d (0128'x3.0',m1n) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length, au role a rm mwnrm . mac.crou aiuimucnc wsrw�x T-Reinf,or L-Reinf. \ Scab 4,q" TC LL PSF TC DL PSF % C.DL PSF PC LL PSF OF OT. LD. PSF ct ,<13 S DUR. FAC. CLR Subst, Cracked or Broker Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces May be Increased for Duration of Load or web member. This design Is valid only for single ply trusses with'2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B)= Damaged area, 12' max length of damaged section (U = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Applyy one scab per face. Minimum side member lengths) = <2)(U + (B) Scab member length (S must be, within the broken panel. Nall Into 2x4 .members using two (2) rows at 4' o.c., rows staggered. Nall Into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nailusing lad box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade Nl and MSR grade 1650f. This repair detail may be, used for broken connector plate at mid -panel splices. This repair detail may.not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads. s L L 4' o.c Typical ~ h�o+o+moo.+o+�� —I 2' (— Stagger + = Back Face IOd Box (0,129' x 3', min) Nails: O = Front Face 2x4 Member - Double Row Staggeree 2x6 Member - Triple Row Staggered_ Nail Spacing Detail Maximum Member Axial Force Member Size L SPF-C HF DF-L I SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 9754 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# 25554 Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2xB 3535# 3635# 4295# 4745# Web or Chord 2x4 42, 2975# 3045#.: 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chordl 2x4 1 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 52804 6095# 6660# GaiN1ERS OF -- MOM• n dvhWi or [N HuA Gonponmt. Grow Inc. sh.0 net be rnpoo. . ror en OevWtlw iron — AN (f W ODMPANY tnz trara�c a•n fox. m d= burs. n cmror.e,cr.nn O,Mv L — va n+��no..�rCdrc. '9 �'�. IMQL.W! Mmn. Eo,mcfllvoG $ wn L m.Icea.• MEMBER REPAIR -I IDRWG REPCHRD1014 24.0' STANDARD BOTTOM CHORD FALSE FRAME DETAILS LENGTH TO TRIM 'EXISTING FILLER SEPARATE FROM THIS DETAIL. FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. USE 43 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. LOCATE VERTICALS AT 4'-0' O.C. MAX., OR SEE NEXT OPTION, IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW). OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). xLATERAL CHORD OF NUMBER OF LOADS, BEA AT -Y BRACING ON :QUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND dG LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE ED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. :CIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING ICTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD JG), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME 0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED THE FALSE FRAME .CHORD, BRACING MATERIALS AND THEIR ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHDRD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. SPACING AND 1OPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET 1. STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOI 2. INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS. 3. LOADS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 4. DRAG LOADS CONNECTED TO THE FALSE FRAME. S. TOP CHORD APPLIED FALSE FRAMES. 6. LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL, 7. VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'). S. FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS, WITHOUT THE NEED FOR NOT INVOLVE CUTTING 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 J IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH 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) IOd BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND Bd NAILS (0.113x2.5') 2 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINE➢ BY (2) 3x6 TRULOX PLATES WITH(4) 11 GAUGE (0120'> xl,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSSATTACHED 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). wxwem arms nrm rmanv ai immx w Iw ras reuvraa - .YWQIIaI1In IlRa511 n¢s Iavtn5 m nu mlm ct m IIF: IMSTILIERS `�."J�4: Iviry9j;•,,y. REF BC FILLER Twzze.r.wo-. revkutae. nemwq.. ast a unnm Nevm w ena `� C� /��(t;% e.trees eere n . axw w incest eamm oe sw Iaee.y moron. t mr.<°h� H%tlw'rivt vm Vv�0ebcw� am. zaaetr fwCtbne Ir.c00we te,Wb® M' eLtl. GEN Q' \ ��( �� V DATE. 30/01/14 DRVG REPBCFIL1014 ptaeticae Ivler b pe„Ie,wYp ww elnLL. peoNb Uti wa nw..is., >op an>d dat new pewnty anaaW avuee,iet nw eM eeeean a<. \a N d �� ar.eu mw a pnew.iy etmclva rvNopa vemo- I.otatane w.n fw wmen.nt atenel nestro.It ev nes tl.eU Ins. acte0.etleen SCSI c1W 83, W ee BIa, ss eppl[atle. bNY petty m eeU'. 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SEC/�NA� .'�N *}t uth` SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft mean hgt, located anywhere in roof, 30.00 ft mean hgt, located anywhere In roof, wind TC DL=4.2 psf; wind BC DL=6,0 psf, Kzt = L00, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00. Minimum 2X4 scab, some 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 lOd box (0.128'x3,0', min) naps at Be 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, 12 2 TO 12� 3L ( in L 24' MAXIMUM `oa06NN_sAr 1W"vr,. o`O . TOTAL TOP CHORD REF 2X4 SCAB D.H. ..ovmru�m PUWw nu; m:<vau m xa. tv+mncm.s rrak no c t� mrutms *.user. r.v+sr ..w.< care a Pmra:owm, na„mvy, Y+bcs+e. ns<uwo a,�e Y•Pm to aoe �`� GENS F �'� LOAD NOT TO reln. w mret me, a xs1 o,amna wmaea t saa<q ,nr tm„ tr m e°fO,a`s to Pw e P xr�F DATE 10/01/14 va ed to p.rrerwp na rurc vvr ,nee t .mu orowo• m w xrs>. �' �•'- EXCEED 40 PSF ae u,< ,s , tree we tlbtl m oraany .aware n.ka.<I o�`..'ti+n. meu. we No (DEAD PLUS LIVE) DRWG OHSCB2X41014 stead love: a pre y twe,<e rod U4 mcaLw+ tlem P pansnnl Ict I L t P ebs clWl M bst>UW 0 SCSI crcf5n' 83 87 BtO, kcEt Opp1Y Patec w U frrl d �� v <rus �e`a"p"stan o• ". amw aw m Jeer, dmea'v°1'ica: e a tw ns N<Prr Ir Wewy. 16at-x rx irwmard O'er, pe ISbn T OF ws+r, a ave,an a m emooners u,c sl,di roe m ,ewoeemtr ror w erwauee y 5 AN ff W COMP/WY uu abrsc e"r rw,r. a w�i u,r.wza s,� .w, umnrl ,, err m,w� .wro>a ? .O �4Q. rvtemaae .weary xt .lyewrW r.ePwrpn wary roe me •+♦.ry trw suwa,tr .ee un ov am ere.ry 6�J`Qr laes rnx<eo,;vv Pr u4v.vu-lv.+...6rWr,�,,rr.<wm, t�Pr,l..egi xt,Moe9d,Wr4ri�rrclye WMWr aYw4,/@Pft 11C'OTecrErNcccelr� ssDUR, FAC. 1.15/1.25 EM cly. �.. �AI, SPACING 24' • r • OI 12 (2) 16d TOE NAILS 1 ;VARIESC% OPTIONAL SCISSORS BOTTOM CORD I (2) 16d TOE. NAILS m TYPICAL END JACK (EJ) N.T.S. 2 vARiSs p I TYPICAL CORNER JACK (CJ) N.T.S. TYPICAL CORNE# SET INSTALLATION TYPICAL. LOI DING P.S.F. ELL "OUIs: TOP LIVE LOAD: 20 20 TOP DEAD LOAD 15 7 BOTTOM '-.DEAD L AD: 10 10 TOTAL' I 45 57 STRESS ZINC. 1.25 1.25 WIND DESIGN: MM. 160 MPH PER ASCE 7-10 24" D.C. ..WARNING-- Read & F flow all notes on this drawing. Furnish this drawing to all Pontructors including the installers. —(4) 16d NAILS See Connection Detail —(4) 16d NAILS See Connection .Detail EJ CONNECTION DETAIL (BJ) (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM i 2x4 SYP Nailer 16" Long 8'-0' MAX. Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. OPIIONAL WEB CONFIGURATION tz VARIES B (C 16d NAILS r See Connection Detail TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. % '011111i8IpA1" s No = MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 STATE OF • OR(9P:�% E?f2`