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U xvmrana a ui onvmaa Axo caam¢ wauowG •pu Inarrs. xmr Rlm. xm m.alr, ONAIM'R a]NN4 EIG >) muses wA a uAEE IN smcr Acmw.w¢ vm TEs ms uvar. .1 I XAK PVa Alm IMFIti fYp Au xa16 N9 YNd9N5 a ms PAm Al0 AmFE ro .1lutR J`_IltuuLL I(PUSS EEdP!NG HFGHi 5CxE0yl£ UNLESS NORO DID, m RE Py' xANGS" ARE UY 'ry52fi �8'-8' ELEV. rl L 1 �O S1NiDA91 ASS 7-10 ROUx muSS 4Av BE PDw5iE0 w S4D Im pLA 2' FOR PWNgING IF NESSARY 9AL�C FI6®H G ROOR 7RU55 SPACNG %�'e t� � z—o' uwsss xoTm APPROVED TRUSS ANCHOR BY BOULDER U4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 1 6 WP' ,_ UJ38G. UNLESS NOTE 0, ERIMSE TYPICAL TRUSS END ALL SPACING IS 24' 0 C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES "DO, .,NTRZXnON FROM i IS OFFICE. HAS CFO GE MUST BE NOTHED VI 10 DAYS OF SHIPMENT OF ANY BROxEN CONPORENTS ANB/OR MISSING PIECES. NO BACKCHARGES TILL BE HONORED. WARNING TRW PDINAA.I.—S O RF PL FIRMAS ems'--e'W "'—_�cnmOlLPe, va nE IAL NO TE NA. (9 .I IS THE RE0NSENIiv OR I--I--3M,WNC OEA4vF OR ARCHITECT TO PRI AH maRCBRI AIE 'CHARITON ICH ITUSSES TO 5UHPORIING STRUCF RE HIM REACTIONS SHOWN ON FROCI EYGNCESTI. SCEOd1 CWSIUFFI FOR NEMANIUL ECI ATIAOR PWMS�XC IANO MOR CCNNECTONSI TN (PUSS GRACE ST IF OIAORALLES BY FLAGS,' ON APPROVE➢ FRUSS 4"WY 'ROD TO TdORKATW. .IS COLPPNY 15 A TALSS NANUFACT REF VMOSi LAIRD TO THOSE ESCOWI91N WTC $PWI ACCWdN4LT. IT OISCLA'NS AET RP9SIS MI UAFLWTRU IT FOR THE CSCTON SCNESW'OTEFRAXACS, WNMENR INttLOING THE NI ANO EaAONG OF mLSSES 1AHN CNREO BT YWA CWPANT YOUR 9LNANRE ALL ACx NOMEDGE. 1) ALMORIZAn SN IO PRORTIO W.FH FF�s0.1C ATON. A) K0.FICPTIW OF ALL D!NEN40NE AND CO':OITW S. WCWO!NC WALL HOCrFS RACE PTCH. MCEL 'EIGHT, OVLAHANGS OCLNCS ETC Z) FRO' III WILL SE MADE iN STRICT ACCORD.. ryHISS LAYWT. A)I NAVE READ d.NO WCERSTAAO ALL NOTES 110 WPRNI.NCS ON rv!S FACE AND PCAl- TO DE .10 CY ID, SCNED IRS DATE REWEsreD FWLll OHFLI.T DATE ACNM HIAT M DArz IS OALSO ON OUR CLRRNF WS.11111SCANE ) RANEY COMPONENTS, LLC ¢?iBzs ® c I yaRANEY COMPONENTS nw 19900 Independence Blvd. VGmveland, FI 34736 m'vonents, uc one: (352)429-9429 • (352)429-0304 • Fax: (352)129.7429 Cover Sheet Order # JOB # 36CS0103A Printed: Thu, Oct 17 2019 —Job Information: Address: FOR Name and Ucense Number. Customer Name: Creekside Lot 103 OR Horton 9224 Potomac Or Desedpdon: city, sure, Vir . 4EBB 1828-Cali °D• LL OL Fort Pierce, FL Loading Information: Rao/Loads: Floor Loads: Tc U.. Tc Dead: aCLlva: BC Dead: TC LHe: TCDead: aC LWe: aCDeed: 20 7 0 10 0 0 0 0 Bldg.. Code. Madsen: wrnd speed: ald9• Nsea9e: Building Type. Wed Type: FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C wIM Pages or sheets covered by this seal from: 1 thru 30 Total 30 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A3 4 A2 5 A4 6 .45GE 7 A6 8 AS 9 A10 10 i Al2 11 A14G 12 82GE 13 81 14 UGE 15 c1 16 D1 17 02 18 D3G 19 V8 20 V4 21 ER 22 EJ2 23 U7A 24 EJ3 25 cis 26 CJ3 V (111 28 CAA 29 HJ7 30 W3 �jfiIIInanre Dig it ally signed by n u e I Manuel Martinez �_ aD ao�,e�✓ t i n Pz- , tit zo, 9., 0s a ,a 10:50:48-04'00' ,�'40��' O�NaP,,6�2`C *•.'\� ,.••"1.icEMg9,�4. d' •� �� and 1} t• /V • i Np 04? r82 . s 40016858ffi5p309C5CM0E0E 196E F8 F9 '••,.y+ • u .n'•e�'+YOP.eta.empww•uemaL .4 � (� T t tl wlw.ec Ml�Clmm•aunmrdeeW.uwt �� �l 7'^ • �,. tl wttta4rgalddc&suaaeiteotmwYm4yry4ed,mke o w e.wt.m.�,.m•muer�rrmmermn a ~�(V'� !(� ` p • •�'�{, y4y ( D• Ik .°mow 4. Page 1 of 1 SEQN:668752 I T10/COMN Ply:1 Job Number. 36CS0103A FROM: AH Qty: 16 4EBB 182BCell'D' LL OL /OR Horton /4EBB 1828-Cali'D' LL OL ,DR Horton ORW: Wit: 224.0 Ibs Truss Label: Ai / ... 10/17/2019 6'49 T1 o'9 1447 + 19'10' + 25'3'B i 3T9'7 133'3'♦3 39'8' 6'4'8 ' 6'5'14 55� 5'S'9 6'S'14 1'6 5'41 SP Ir PiAMREe. SF TPIATEREQ 1 39.9 Ft'I 6'12 I 54 I_1z's•3Sa t sz9s1 +r5 6 38l2 +1�6R2Y2 4p0'6 991•i0' 2P2T Loading Criteria (psf) TOLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.90 Soffit: 2 _9 Load Duration: 1.25 Spacing: 24.0' Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 tt TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 (a) Continuous lateral restraint equally spaced on member. Or 1x4 T reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113'x2.5°,min.)nails @6'oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42•-high x 24"-wide clearance. Wind , Member design based on both MWFRS and C&C. Snow Criteria (P9,Pf in PBF) Pg: NA Ct: NA CAT: NI Pr: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FSC 2017 RES TPI Sid: 2014 Rep Fac: Yes FT/RT:20(Oy10(0) Plate Type(s): WAVE DefgCSi Criteria PP Deflection in loc Lldefl L/# VERT(LL): 0.187 O 999 240 VERT(CL): 0.333 O 999 180 HORZ(LL): 0.078 L - - HORZ(TL): 0.140 L - - Creep Factor: 2.0 Max TC CSI: 0.666 Max BC CSI: 0.600 Max Web CSI: 0.593 Mfg Specified Camber. VIEW Ver. 17.02.02.1208.15 No 047102 STATE OF 4001400a]a SD0o9CXA6oE0E J9MM R w w.ucrr+crr� mu��. a•dmn.+.,.=s �u•uwl rc»avum.,� wtr eapv,uec4e�uemnoweaullne�tlNvi6a wtlni✓A-itMXYa11mm4mu[MfmMmmtlr Wlpri =w ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh lRw /U IRL B 1654 /- P /961 1709 1445 J 1654 /- P 1961 1709 /- Wind reactions based on MWFRS B Brg Width =8.0 Min Req=2.0 J Brg Width = 8.0 Min Reel = 2.0 Bearings B & J are a rigid surface. Bearings 8 & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G 1114 -1906 B-C 1492-3056 G-H 1255 -2428 C-D 1228-2466 H-1 1228 -2467 D - E 1255 -2427 I - J 1493 -3057 E-F 1114-19M J-K 27 0 Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - R 2673 -1193 O - N 2105 -826 R-Q 2670-1193 N-M 2671 -1195 Q - P 2670 -1193 M - L 2671 -1195 P-0 2104 -801 L-J 2674 -1194 Maximum Web Forces Per Ply (Ibs) Webs Tens.Cump. Webs Tens. Comp. R-C 276 -5 O-G 494 -777 C-P 418 -596 G-N 464 -164 P-E 464 -164 N-I 418 -597 E-O 494 -776 I-L 276 -6 F-0 1385 -751 o to build the coverpage The suitability V ompmnrn[c . SEQN: 706480/T13/COMN PIy:1 Job Number. 36C50103A FROM: AH City. i 4EBB 1828-Cell'D' LL OL /DR Horton /4EBB 1828-Cali'D' LL OL ,DR Horton DRW: Wgt: 260.41bs Truss Label: A1A / ... 10/17/2019 6'4'8 710'y 14'4'I 19'10' 22'8'4 26.8' 31.97 33.37 39'8' 6'4'8 +1 _14 S•5'9 2.6.4 4'1'12 '(' S'19 ')'1•s s'4's JI 102X4 M06 -3X4 =-6Xfi 00(4 m2X4 -4X10 SEAT PLATE REQ : SEATPL WREQ. fi2'12 55'4 YO'i 5'9'1 Y70' 4' 6'S95 6'69 1� 6'2'12 1 14'0'1 19'10' 22'8' 26'8'33'1'15 39'8' Loading Criteria (paQ TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: It EXP: C Kzt: NA Mean Heigh t 15.00 it Snow Criteria (P9,Pr in PSF) Pg: NA CC NA CAT: NI Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / MMist;Criteria TCDL: 4.psf Soffit: 2.00 BCDL: 5.0 psF Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Spacing: 24.0 C&C Dist a: 3.97 ft Rep Fac: Yes Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1z4 "T" reinforcement. 80 % length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5',min.)nails Q 6" oc. Wind Member design based on both MWFRS and C&C. aY{t11Uil i 13 Defl/CSI Criteria PP Deflection In Inc Udell U# VERT(LL): 0.244 G 999 240 VERT(CL): 0.457 G 999 180 HORZ(LL): 0.128 M - - HORZ(TL): 0.240 M - - Creep Factor: 2.0 Max TC CSI: 0.613 Max BC CSI: 0.599 Max Web CSI: 0.980 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 STATE OF 40M3856]8503o SClCASOE Of N W mi9. w lai uc was I ra mr m prb ww.mra wr wOaubw,w¢n rMv4nYrroltla+taanavUrrolT,tiMra ty�edN w�FJ Wtlatwr �w,mnmaeLwrlMmYsam M„C vvY meta. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 1561 /- /- /960 1708 1445 K 1561 /- /- /959 /708 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.8 K Brg',Vidth = 8.0 Min Req = 1.8 .' Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 G-H 1424 -2568 B - C 1489 -2859 H - 1 1743 -3379 C-D 1226-2257 I-J 1722 -3418 D-E 1253-2218 J-K 1477 -2841 E-F 1112-1740 K-L 27 , 0 F-G 1509-2514 Maximum Bot Chord Forces Per Ply (Ibs)' Chords Tens.Comp. Chords Tens. Comp. B-U 2497-1190 R-Q 20 -9 U - T 2494 -1190 P - N 2985 -1303 T-S 2494-1190 O-M 36 -15 S- R 1920 -8 0 M- K 2477 -1179 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. U-C 276 -5 P-G 195 -122 C - S 416 .608 P - H 601 -1075 S-E 463 -160 H-N 807 -357 E-R 494 -720 N-O 114 -4 F-R 43 -515 N-M 2557 -1218 F - P 2273 -1098 N - J 577 -162 R-P 1879 -657 M-J 390 -685 P-Q 27 0 V my om/antnrs. u< any SEON: 706482 / Ti / COMN Ply: 1 I Job Number: 36CS0103A FROM: AH City: 1 1 4EBB 1828-Cali •D" U. OIL /DR Horton MESS 1828-Call "D" LL OL,DR Horton DRW: Wgt: 224.0 lbs I Truss Label: A3 ... / ... 10/1712019 _ 40' 141 '10' 313'fi "a" 6Y666'd5 T:1144'5 S 14'9 wcnr =ono a;1xo =Jxb a1X4 SEAT PLATE REQ. SEAT PIATE REQ. 13'd'�58• 20'8' 1' 6R'13 5'99 21' S5' 5'9' 2'i• 59'3 6'x•13 1• F 1 6'x'13 12' 1 14'1'1 19'10' 1 25'T z7•a 33'S•3 F s9•s• {' 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 2x4 SP #1 Webs 2x4 SP #3 Bracing Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 8 TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 (a) Continuous lateral restraint equally spaced on member. Or 1x4'r reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"z2.5",min.)nails @ 6" oc. Plating Notes All plates are 3X4 except as noted. Wind Member design based on both MWFRS and C&C. snow Criteria (Pg,Pf In PSF) Pg: NA Cl: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE DeNCSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.044 L 999 240 VERT(CL): 0.084 L 999 180 HORZ(LL): 0.014 F - - HORZ(TL): 0.027 F - - Creep Factor: 2.0 Max TC CSI: 0.548 Max BC CSI: 0.480 Max Web CSI: 0.539 Mfg Specified Camber: VIEW Ver. 18.02.01A.0205.20 I 1 ♦Maximum Reactions (Ibs), or •=PLF Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 438 /- /- /272 /164 1445 S• 336 /- /- 1192 MS4 /- J 872 /- /- /645 1384 /- Wind reactions based on MWFRS B Brg Width =8.0 Min Req=1.5 S Brg Width =68.0 Min Req= - J Brg Width = 8.0 Min Req = 1.5 Bearings B, S, & 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 Z7 0 F-G 297 -205 B-C 170 -463 G-H 450 -706 C - D 407 -156 H - 1 423 -745 D-E 567 -150 1-1 707 -1385 E-F 289 -165 J-K 27 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-R 516 -399 O-N 664 -98 R-O 510 -399 N-M 1182 -489 tttttttltd/ry, O-P 510 -399 M-L 1182 -489 P-O 788 -761 L-J 1186 -489 .......... Maximum Web Forces Webs Tens.Comp. Per Ply (Ibs) Webs Comp. a Tens. No 04715? R-C 310 -16 O-G 510 -751 * C-P 465 -700 G-N 492 -182 „Q ! P - E 674 -1218 N - I 442 -654 :2r3)- STATE G E-O 719 -297 I-L 290 -4 .A F-O 56 -182 mmsasarssosnscxAaoeoe rssames ww�mumuW apraaas ure4nw,unu4 w M.uc unvlmm, mutlweGew,slr w i xiluvkatma'Ar. wt�a4cpvi NtMfn[NVtar„=6n16'ava ayae+awta m! w wi aawamnma mrsM w.tlw a A aawx ¢o3u. TO ALL CONTRACTORS INCLUDING THE INSTALLERS nnry nmponnrrs, u< SEQN: 7064881 T9 / HIPS Ply: 1 Jab Number 36CS0103A FROM: JAH Cry: 1 4EBB 1828.Ca1 1 "D° LL OL /DR Horton /4EBB 1828-Cali °D' ILL OL ,DR Horton DRW: Wgt 246.4 Ibs Truss Label: A2 / ... 10/17/2019 T6'8 —I '9964.9 70�9 y 1168 24fi7 i 21B33'3RE 3.69' =SXr BX6 F G W4 =3X4 =3X6 MtRv-3XB =3Xfi 63X4 ®2X4 SEATP MREQ 50'4 +1109159' 1 '1I 1° 2064 2'2 271I SEAT PLATE REG. 3 + 6''e1'3 +T�6622133 6 3310'2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deg/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.156 Q 999 240 Loc R+ / R- / Rh / Rw / U / RL SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.292 Q 999 180 B 1561 /- /- /964 1710 1428 BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): 0.068 M - - K 1561 /- /- /964 1710 /- Des Ld: 37.00 EXP: C Kzt: NA HORZtt 0.126 M - - ( ) Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 it Code / Misc Criteria Creep Factor. 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.444 K B Width Min Re 1.8 r9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.536 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Spacing: 24.0 ° C&C Dist a: 3.97 it Rep Fac: Yes Max Web CSI: 0.665 Loc. from endwall: not in 4.50 it FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chard Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 A-B 27 0 G-H 1145 -1814 Lumber B-C 1500-2823 H-1 1351 -2344/ C - D 1333 -2384 1-1 1332 -2383 Top chord 2x4 SP #1 D - E 1352 -2345 J - K 1501 -28M Bot chord 2x4 SP #1 E-F 1149-18M K-L 27 0 Webs 2x4 SP#3 F-G 1101 -1552 Bracing (a) Continuous lateral restraint equally spaced on Maximum Rot Chard Forces Per Ply (Ibs) member. Or 1x4 T reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113°4.5',min.)nails B - T 2458 -1192 P - O 2057 -950 Q 6'oc. T-S 2455-1193 O-N 2057 -950 S - R 2059 -921 N - M 2456 -1203 Wind R-O 2059 -921 M -K 2458 -1203 Member design based on both MWFRS and C&C. 11/11111t11y#1 w1��Qt_ A�.6a�/i.. Q-P 1547 -589 Ci Maximum Web Forces Per Ply (Ibs) MO �4911)2 Webs Tens.Comp. Webs Tens. Comp. ,�. ;• «*Z T-C 216 -6 P-G 542 -378 C-S 308 -439 P-H 472 -693 S-E 427 -153 H-N 426 -151 'STATE OF • E-Q -311 N-J 317 -441 0 0,�w :!/ k/.` A — . 0�:•�� .'x� F-Q F-P 537 -311 537 317 -296 J-M 217 -9 -9 4001586628509D9C9CA4DEDET960mm .�vwe.•r Rrv•<aa ram w uun..�,�t n ln• ue wnuV n w em ms aeee..mw uw r n^awiavwarw Nwlfd[rylnWtlb4=urvGi•m16v1,1 etIQeSW wm W tlai�u awarumnamr�tM r4e6 m W �Yu,vaa apb, e to build the cover page„ The suitability rrnry ompnnrnrs.ur Y SEQN: 668748 / T8/ HIPS Ply: 1 Job Number: 36CS0103A FROM: AH City: 1 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Call'D' LL OL ,DR Horton DRW: Wgt: 252.0 Ibs Truss Label: A4 / .. 10/17/2019 6'4'9 7'10°B 12'4'8 I 17' 27'3'6 + 31.9'7 1416 7 39'8' fi'4'9 1'6' 4'S15 4'7'8 5'8' 4'7'8 d'5'15 16' 6'4'9 =6X6 m2X4 =—SX6 =-3X4 =-3X4 =3X4 =5X6 112X4 SEAT PIATE REO. SEAT PIAM REQ, 1' 613 I 3 I � F + 6'13 9533 86'22'13 171922B' 2321' Loading Criteria lost) Wind Criteria Snow Criteria (Pg,P in PSF) DefUCSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.153 0 999 240 Loc R+ / R- / Rh l RW / U / RL SCLL: 0.00 Enclosure: Closed Lai NA Cs: NA VERT(CL): 0.286 Q 999 180 B 1561 A A /965 1712 1387 BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): 0.067 M - - K 1561 /- /- /965 1712 A NA Des Ld: 37EXP:C Krt: .00 Mean Height: 15.00 it Code 0.125 M - - Wind reactions based on MWFRS NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 B Big Width = 8.0 Min Req = 1.8 TCDL: 4.2 psi K B e Smfit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.380 r9 Width = 8.0 Min Rq = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.453 Bearings B & K are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Fee: Yes Max Web CSI: 0.689 Bearings B & K require a seat plate. Lac. from endwall: not in 4.50 ft FT/RT:20(0y10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEWVer:17.02.02.1208.15 A-B 27 0 G-H 1268 -1952 Lumber B-C 1550-2829 H-1 1397 -2335 Top chord 2x4 SP#1 C-D 1378-2374 I-J 1378 -2374 Bot chord 2x4 SP#1 D-E 1397-2335 J-K 1550 -2829 Webs 2x4 SP#3 E-F 1268-1952 K-L 27 0 F-G 1192 -1700 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chards Tens.Comp. Chords Tens. Comp. B - S 2465 -1238 P - 0 1690 -751 S - R 2463 -1239 O - N 2043 -1000 R - 0 2043 -970 N - M 2463 -1267 Q - P 1690 -725 M - K 2465 -1267 ����.ro•••wr/�yl�� Maximum Web Forces Per Ply (Ibs) y,�r�Y�G6/ds••,�rr Webs Tens.Comp. Webs Tens. Comp. r Ho 047102 S - C 229 -6 P - G 238 -200 w if •• I' C-R 323 -465 G-0 W6 -324 * R-E 391 -161 O-H 412 -584 �•0. �� E-Q 412 -584 H-N 391 -161 ",.�% : sraiT�. Q •• F - Q 536 -324 N - J 324 -465 F - P 237 -200 J - M 229 -6 a "IMPORTANT"' FURNISHTHIS n m.uc..nurmw amna.e.ssaw •Wwwi nnw®ex.a• wwa.m�daue«,..«c...cermu c..vo•ewwaa w u• Pua wmr+awn.m.mus..naaeww..mrvue build the «nq ompanenn., vi any SEQN: 698462 / T71 / GAEL Ply: 1 Job Number: 36CS0103A FROM: AH Cry: 1 4EB81828-Cali "D° LL OL /DR Horton 14EBS 1828-Cali "D° LL OL,DR Horton DRW: Page 1 of 2 Wgt: 378.0 Ibs Truss Label: A5GE / .. 1011712019 1 a'41 13F12 1811' RS'fo•4 33•" 1 c4-r 1 rs•s 1 ea•4 F ao4 I rss )' s'4-r H F- zs•--I 97 11-4- SFATPIATE REa. SMr PIATEREO. SE TP TEREe- Sr TP1 REM Fri a'2-11 I S_ ]']_ _ T + 50.4 fig a'1rs I %_,' +1H M 13'2• 12 "4 zrm•4 �16� 33's:s Sae• Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Sid: 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 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 ° C&C Dist a: 3.97 fit Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Tap chord 2x4 SP #1 Bot chord 2x4 SP #1 :BC2 2x6 SP #1: Webs 2x4 SP #3 :W2, W3, W7 2x4 SP #1: Bracing (a) Continuous lateral restraint equally spaced on member. (b) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128°x3",min.)nails @ 6" oc. Special Loads ---(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 56 pif at -1.00 to 56 pif at 40.67 BC: From 4 pif at -1.00 to 4 pif at 0.00 BC: From 20 pif at 0.00 to 20 plf at 39.67 SC: From 4 plf at 39.67 to 4 plf at 40.67 BC: 44 Ib Conc. Load at 15.17,17.17 Plating Notes All plates are 2X4 except as noted. Loading Gable end supports 8° max rake overhang. Top chord must not be cut or notched. Wind Wind loads and reactions based on MWFRS. Additional Notes See DWGS A16015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. *'IMPORTANT- FURNISHTHIS Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CS1 Criteria PP Deflection In loc Udell L/9 VERT(LL): 0.069 U 999 240 VERT(CL): 0.128 U 999 180 HORZ(LL):-0.033 F - - HORZ(TL): 0.059 F - - Creep Factor. 2.0 Max TC CSI: 0.517 Max BC CSI: 0.438 Max Web CSI: 0.746 Mfg Specified Camber: VIEW Ver, 17.02.02.1208.15 2� No 047182 STATE OF n in.uc4rw3ae4mmwrotn.�ant4w.r waenme:nr°e.. nor C1wR1a1GatawNxmmulCoRt4er3sdmM emmvwr.,mpnsnaas°...1r,..,tmmwau x ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 434 /- /- /- 1197 1- BI 1494 /- /- /- 1691 P BJ 520 /- /0 /- 1248 /0 X 859 /- /- /- 1409 P Wind reactions based -n MWFRS B Brg Width = 8.0 Min Req = 1.5 BI Brg Width = 8.0 Min Req = 1.8 BJ Brg Width = 8.0 Min Req = 1.5 X Brg Width = 8.0 Min Req = 1.5 Bearings B, BI, BJ, & X are a rigid surface. Bearings B, BI, BJ, & X require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 -20 M-N 68 -68 B-C 170 -439 N-O 70 -68 C-D 421 -157 O-P 65 -101 D-E 454 -184 P-Q 63 -107 E-F 487 -210 Q-R 59 -124 F-G 495 -217 R-S 112 -196 G-H 528 -241 S-T 208 -537 H-1 551 -268 T-U 2S5 -645 1-1 103 -141 U-V 326 -691 J-K 62 -125 V-W 356 -729 K-L 60 -103 W-X 629 -1344 L-M 64 -96 X-Y 27 -20 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B-AD 338 -107 AB -AA 600 -277 AD -AC 335 -109 AA-Z 1142 -518 AC -AB 323 -809 Z-X 1145 -516 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. AD- C 303 0 N -AB 152 -190 C-AE 297 -657 AB -AU 393 -811 AE-AF 298 -657 AU -AV 361 -770 AF-AG 316 .680 AU-AX 25 -31 AG-AH 318 -681 AV-AW 352 -760 AH-AC 306 -674 AX-BA 26 -32 AI-1 639 -1083 AY -AZ 340 -744 AI -AC 645 -1104 BA -BD 26 -32 Iilure to build the or cover page„ i. The suitability tlnry omyaatrrrs. - y SEQN: 698462/T1t/GABL FROM: AH Page 2 of 2 Ply:1 City: 1 Will: 378.0 Ibs Job Number. 36CS0103A 4EBB 1828-Cali °D° LL OL /DR Horton MESS 1828-Call `D' LL OL .DR Horton DRW: Truss Label: ASGE / ... 10/17/2019 AI -AK 32 -55 BB -BC 325 -730 1-AJ 647 -280 BD -BF 25 -31 AK -AN 32 -54 BE-S 372 -782 AL -AM 714 -331 AA -BF 446 -17 AN-AQ 33 -54 AA-BG 268 -588 AO -AP 689 -313 S-BF 416 0 AQ-AT 32 -53 BG-BH 312 -655 AR -AS 681 -303 BH-W 278 -609' AS -AT 664 -293 W - Z 282 0 AT -AB 633 -261 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. E-AE 3 -3 AS-M 17 -23 F-AF 45 -57 O-AV 12 -16 G-AG 19 -14 AW-AX 35 -45 H-AH 44 -36 P-AY 50 -65 AJ-J 88 -68 AZ -BA 9 -21 AK -AL 17 -46 Q-BB 28 -39 AM-K 20 -26 BC -BD 78 -42 AN -AO 22 -12 R-BE 142 -100 AP-L 46 -60 BG-T 172 -114 AQ-AR 34 -43 BH-U 88 -119 itttit0lUlli�jJ �... ... ri .Y� E N,$�"e'r:��reo ND OA7162 ty' :91 : STATE OF 'kr: 6ERA.11h mmsassassosoxuna pe re Asa m pa ew,.we,.rr rwm„n <.ro�..oee n p� u:. unnre. m rm.m.. mom. mer, wwv ranaa�YroeWoaan,swnmvamtM.,aeysewrnka ,a v. vwv,�maasamnm»r„mMMace m,geom.nc "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require exbeme care in fabricating, handling shi ping, Installing and brecing.,Re(er to and follow the latest edition of Component Safety Infonnalion, byy TPI foF BCSI (Building and SBCA) safety practices prior to performing these functions. Installers shall provitle bmcing oer BCSI. Unless noted o2herwise,top chord shall have properly attachetl structural sheathing and bottom chord shall temposrrvv have a prooetly r+n�,i, Each. Eachetl ri Id ceilin❑ Locations shown for uermanen[ lateral resuaint of webs shall have bracinnn installed per BC51 sections 83, 87 or 810, Apply plates to each tare of truss and position as shown above and on the JoinfDetails, unless note: otherwise. kefer to ompo++rrrrc. ur drawings i60A-Z for standard plate positions. Alpine, a division of ITW BulldinQg�mponents Group Inc. shall not be responsible for any deviation from this drawinu env failure to build the Truss in conformance with ANSI/TPI 1, or for handlin shi installation and bracing of trusses.A seal on this drawing or cover plopp, listing this drawing indicates acceptance of ppro3ass Pone engineeringy responsibility solely for the design shown. page The suitability and use of this drawing for any structure is tha responsibility of the Building Designer per ANSI/fPI i Sec.2. For more Information see thls.V, eneml noles Nge and these web sites: ALPINE: www.alineliw.mm' TPI: w tinsLo.SBCA:t .sbdndust .rum' [CC: www.Iccsafe.o SEQN: 668746/T7/HIPS Ply:i Job Number. 36CS0103A FROM: AH City: 1 14EBS 1828-Cali'D' LL OL /DR Horton MEBB 1828-Cali'D' LL OL ,DR Horton DRW: Wgt: 243.6 lbs I Truss Label: A6 ... / ... 10/17/2019 6'4'9 T10'9 11 4'7 1. 19'10' 2.410 273'9 3189 33'3 39'8' 8'4'9 +1'6'r 4'5'14 + 2'r 410' + 4'10' + 2T9+ 4'S'14 i'6 6'4'9 =3X4 =5X6 M2X4 =3X4 =3X6=3X8 =3X8=3X6=3X4 M2X4 SEAT PL Ti SEAT PIATE REQ. 6'2'13 5110.2 6'2'13 12'0'15 1'l1'} 94'8 1'1' 2 1411�1 j2 24'6'4 25' ' 1�11 5 12 277'i 5-10.2 6'2'13 3353 + 39'8' 1' Loading Criteria (psf) Wind Criteria Snow Criteria (P9.Pf in PSF) Deg/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection In too Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.161 G 999 240 Lee R* / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.301 G 999 180 B 1561 I- /- /962 1714 /346 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 N - - L 1561 /- /- /962 1714 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.126 N - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Hei ght: 15.00 it TCDL: ei psf Code /Misc Criteria Creep Factor. 2.0 B Brg Width =8.0 Min Req=1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.388 L Erg Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 13.663 Bearings B & L are a rigid surface. Spacing: 24.0 C&C Dist a: 3.97 it Rep Fac: Yes Max Web CSI: 0.510 Bearings B & L require a seal plate. Loc. from endwall: not in 4.50 it F1/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02:02.7208.15 A-B 27 0 G-H 1273 -1849 Lumber B-C 1577-2833 H-1 1380 -2096 Top chord 2x4 SP#1 C-D 1411 -2367 I-J 1429 -2328 Bet chord 2x4 SP#1 D-E 1430-2328 J-K 1411 -2367 Webs 20 SP#3 E-F 1380-2096 K-L 1576 -2833 F-G 1273-1849 L-M 27 0 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bat Chord Forces Per Ply (Ibs) member. Or 1x4 T' reinforcement. 80 % length of Chords Tens.Comp. Chords Tens. Comp. web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113°x2.5',min.)nails B - U 2469 -1273 Q - P 2038 -1025 @ 6' oc. U - T 2466 -1273 P - O 2038 -1025 T - S 2038 -996 O - N 2466 -1302 Wind /►1818!!I! S- R 2038 -996 N -L 2469 -1302 Member design based on both MWFRS and C&C. ,,1.�4rjgTjyy, R-Q 1938 -927 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. = No 047182 U-C 243 -6 G-Q 174 -183 C-T 323 -478 Q-H 742 -465 T-E 289 -162 Q-I 403 -488 OF E-R 403 -488 1-0 289 .162 .STATE F - R 742 -465 O - K R-G 174 -183 K-N 328 -478 243 -8 40m5B58ffi BD3D9C3rtaDP aE l9BefOf9 .*rym'°a4Y�*w uraN'w,uueaw+mt R 1a.1Y.NrurYM M CblmRalBaT�^N! M41 wNWmm,dL rmre4..vnduuaumwa*arr�smerovf �awsa Nrta W> ISMfa9enmlmulM VYrm! Tir�mnw "IMPORTANT' FURNISHTHIS e to build the cover page The suitability �ncy omyon4nrs. u< SEON: 668744 / T6 / HIPS Ply: 1 Job Number: 36CS0103A FROM: AH Oty: 1 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali'D" LL OL ,DR Horton DRW: Wgl: 212.8 lb s Tress Label: A8 / ... 10/17/2019 19'70' + 26'8' + 33'3'7 + 39'8' _ 6'4'9 VF7 169 0' 6'10' 67'7 6'4'9 *,5X8 =3X4 si5X8 D E F 6X4 �3X6=3X4 =3X8 =3X4=3X6 102X4 SEAT PLATE RED. SEAT PLATE REQ. FT e'2'13 5'9'3 1' 6'70 1'10' 1'6'2'73 6'2'13 72' 13 19'10' 26'6' 27' ' 33'S"3 39'8' Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Tap chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzl: 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: 3.971t Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf In PEP) Pg: NA Ct: NA CAT: NP Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fee: Yes FT/RT:20(Ou10(0) Plate Type(s): WAVE Defl/CSl Criteria PP Deflection In too Udell L/# VERT(LL): 0.172 E 999 240 VERT(CL): 0.321 E 999 180 HORZ(LL): 0.069 J - - HORZ(TL): 0.128 J - - Creep Factor. 2.0 MaxTC CSI: 0.446 Max BC CSI: 0.558 Max Web CSI: 0.564 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 STATE OF .e.Us+�,�ycxm ee..mmuu.�mm�e=, M 1M11k.NlWlm WlN 6Mee0b Nblrl%4l RrN�p9nm's IY61'19aQYfd WOIWwRanlp2dM0lOtE Walwd WY! mA Ile 4MYi wR4tl W NMfdM Ntltb YutlLi NWJW,eK fAK i 1 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1561 /- /- /953 1716 /305 H 1561 /- /- /953 1716 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.8 H Ong Width = 8.0 Min Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 E- F 1502 -2274 B - C 1623 -2836 F - G 1425 -2325 C - D 1425 -2325 G - H 1623 -2836 D- E 1502 -2274 H- 1 27 0 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2472 -1319 M - L 2006 -1008 P - O 2469 -1319 L - K 2469 -1348 O - N 2469 -1319 K - J 2469 -1348 N - M 2006 -978 J - H 2472 -1348 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-C 244 -4 M-F 370 -243 C-N 377 -513 F-L 444 -170 D-N 444 -171 L-G 377 -513 D-M 370 -243 G-J 244 -6 E-M 300 -381 the anrymp• nnnenrs.- SEQN: 6687421 T5/HIPS Ply:1 Job Number. 36CS0103A FROM: AH City: 1 4EBB 1828-Cali'D' LL OL /DR Horton /4EBB 1828-Cali'D' LL OL ,DR Horton DRW: Wgt: 212.81bs Truss Label: A10 / ... 1011712019 64'9 1V 16'10'2 21' 22'8' 28'8' 33'3"7 39'8' 6'4"9 4'7'7 5'10'2 4'1"14 1'8" 5'11'13 43 6'4"9 =6X6 112X4 =3X6=3X4 a5X8 D E F G H 12 6 p n {3X40 IZ3X4 0 VI a4X6(A2)B JE4X 37 A K S R O P O N M L N2X4 =3X4 =3X6 E3X8 =3X4 =3X6 =3X4 112X4 SEAT PLATE REQ. SEAT PLATE REQ. F ' 1 6 6'22'73 419'' 3 } 3' 2'10 '3' I 49I fi2'1 3 2 2TEA1 258S I 28'3S3 39°3 1t4760' 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 too Udefl L/# Gravity Nan-Gmvey, TCDL: 7.00 Speed: 160 mph PE NA Cc: NA VERT(LL): 0.191 E 999 240 Lac R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.358 E 999 180 B 1561 /- A 1940 /718 /264 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 L - - J 1561 /- /- 1940 /718 /- Des Ld: 37.00 EDP: C Kzt: NA HORZ(TL): 0.132 L - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 fit TCDL: ei psf Code / Mi.. Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 J Brg Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Ste: 2014 Max BC CSI: 0.493 Bearings B & J are a rigid surface. Spacing: 24.0 ° C&C Dist a: 3.97 It Rep Fac: Yes Max Web CSI: 0.480 Bearings B & J require a seat plate. Loc. from endwall: not in 4.50 It FT/RT:20(Ou10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A-B 27 0 F-G 1683 -2608 Lumber B-C 1644-2814 G-H 1675 -2595 Top chord 2x4 SP#1 C-D 1522-2444 H-1 1522 -2444 Bot chord 2x4 SP#1 D-E 1683-2609 I-J 1644 -2814 Webs 2x4 SP#3 E-F 1683-2608 J-K 27 0 Wind Maximum Sot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B-S 2448 -1332 O-N 2133 -1114 S-R 2446-1332 N-M 2133 -1114 R -0 2133 -1084 M - L 2446 -1361 Q-P 2133-1094 L-J 2448 -1361 "1111loli/fpo" P- O 2613 -1371 A9A Maximum Web Forces Per Ply �t���+••*,rfI�, (Ibs) Q•••�\i+.E tJ,9 -� -�+ Webs Tens.Comp. Webs Tens. Comp. yr� • Na O47162 w S-C 199 -8 G-O 278 -332 C-R 300 -379 O-H 645 -398 « D-R 369 -177 H-M 366 -176 »",,��+'« «�•`. D-P 655 -407 M-1 299 -379 -STATE E-P 274 -327 I-L 200 -10 FOLLOW a asmsessla sososcxA4pecerssem fe HVr-It Miif]Iwm NmYwaaMw Mvwlwnui a+k3aw4i e. teekvw�io� flM Eapllbeh io[usmMgM(CrdSVat IbMSMwkO •N tla ira.f aSL+mya+a W and M viJaf m ¢4�k W si tWb. INCLUDING THE INSTALLERS /� nnry k/L�ompanenrs. ua SEQN: 668740 /T4 / HIPS Ply: 1 1Job Number: 36CS0103A FROM: AH Qty: 1 4EBB 1828-Cali "D° LL OL /DR Horton /4EBB 1828-Cali'D° LL OL ,DR Horton DRW: Wgl: 219.8 lbs Truss Label: Al2 / ... 10/17/2019 8 i 9' + 14'2'75 19' 710W 25'52 30'8' + 217'8� 39'8' 6'4'8 27°8 5'2'15 4'9'1 10 5'7°2 5'2'14 2'7"8 64°8 -6X6 ez3X4 -3X6 N2X4 -3X4 D E F G H _ I T 2 6 03X4C N lz tJ1%13X41=4X6AA2)B K-4L6(A2) U T S R O P O N 1112X4 -3X4 =3X6 au3X4 -3X8 =3X4 =3X6 -3X4 02X4 SEAT PLATE REQ. L 39'9' SEAT PLATE REQ. 1' 6'2'12 2'9'4 3' 5110'9 5110°10 i'11°4 L2'9'4 6'292 1' F } 6'2'12 9' 1�11 �I 19'10' + 25'8'10 2T8 3I 39.0' 1' 3.1 P7 F 30 '6' Loading Criteria fes0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Def#CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct. NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.246 G 999 240 Loc R+ / R- I Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.461 G 999 180 B 1561 /- /- 1921 1720 1223 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.075 M - - K 1561 /- /- 1921 7720 /- Des EXP: C Kzt: NA M - - Wind reactions based on MWFRS C 10.00 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 pal Code I Misc Criteria Creep Factor. 2.0 Creep Factor: r:2.0 B Big Width = 8.0 Min Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.393 K Big Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: to h/2 TPI Sld: 2014 Max BC CSI: 0.512 Bearings B & K are a rigid surface. Spacing: 24.0 ° C&C Dist a: 3.97 ft Rep Fee: Yes Max Web CSI: 0.473 Bearings B & K require a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02,1208.15 A -B 27 0 G-H 2O29 -3248 Lumber B-C 1669-2806 H-1 1869 -2952 Top chord 2x4 SP#1 C-D 1625-2%6 I-J 1625 -2566 Bot chord 2x4 SP#1 D-E 1870.2963 J-K 1668 -2806 Webs 2x4 SP#3 E-F 2029-3248 K-L 27 0 F - G 2029 -3248 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2440 -1350 Q - P 2986 -1621 U-T 2438-1350 P-0 2260 -1215 T-S 2260-1186 O-N 2260 -1215 \ptltlf!!!j S - R 2260 -1186 N - M 2438 -1379 MA n}!rry R- Q 2986 -1611 M- K 2440 -1379 ••.� iy �� 1� Y 1�Sf',a+. Maximum Web Forces Per Ply (Ibs) �t14-rig,, Webs Tens.Comp. Webs Tens. Comp. y`A�Q.,•y\GE PFo 047162 � P U-C 164 -12 Q-H 338 -191 .r. C-T 255 -276 H-P 393 -527 +•,QS :(ram O-T 299 -205 P-1 940 -564 ul. D-R 940 -564 N-J 255 -276 R-E 382 -525 1-N 300 -205 338 191 G-Q - J-M 164 -14 40035B5affiSD3D9C3CA40f of Tefi0FD F9 mn rs•vxvcr wa+am u>aa 4 �ssur, wna,y n P� uc arvzl w du Rv'ke..• Mm cal a uwt r:Awntr,[as MnnGaWnW HhEaue=umewfmdlvrCY♦)x1Nwk1 W d'n W.r.abevloelum.+wel0.,ertla0mmr+ku,vu ¢nma ALL NOTES ON THIS DRAWINGI .ILL CONTRACTORS INCLUDING THE INSTALLERS Installing and bmcing. Refer to and follow the latest edition of BCSI (Building actices prior to performing these functions. Installers shall provide temporary nn�, property attached structural shealhinn and bottom chord shall have a propperly istraint of webs shall have bracingQ installed per BCSI sections B3, B7 or B10, omponent.-.� as shown above and on the Join Details, unless noted otherwise. kefer to Components Group Inc, shall not be responsible for. any deviation from this drawin any failure to build the PI 1, or for handling shippin , installation and bracing of Imsses.A seal an this anal or cover page, acceptance of nro/essrona� engineering respons oftrusalely for the design shown. The suitability any structure is the responsibility of the quilding Designer per ANSI/TPI 1 Sec.2. SEQN: 668738/T26/HIPS PIy:2 Job Number.36CS0103A FROM: AH Qty: 1 4EB81828-Cali'D' LL OL /DR Horton /4EBB 1828-Cali °D' LL OL,DR Horton DRW: Wgt 259.0lbs Tress Label: A14G / .. 10/17/2019 F + 5''8'7} '+3I *15 + 328I �3'7T' 419 143.5 4919 4'1'99 4832 S1' 7� %7X8(R) a3X4 8 =7X8 =3X4 8 107X8(R) 12 C D E_3X4 F G H-3X4 I NOPP"'11 Min, SEAT PLATE RED. R Q P 112X4 =4X4 =7X8 T V f7 K(All < O N M L =3X8 =7X8 =4X4 Ill SEAT PLATE REQ. 3'1'1193+ 43 495°07+ 45'1 48I 3143 1''+V� 111°15 139817]'1'122 5'43'367 326 Loading Criteria test) Wind Criteria TCLL: 20.00 Wind Sid: 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 it NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 C&C Dist a: 3.97 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 :TC2 2x6 SP #1 Bot chord 2x6 SP M-26 Webs 2x4 SP #3 :W2 2x4 SP #1: Nailnole Nail Schedule:0.128'x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00° o.c. Webs : 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. Wind Wind loads and reactions based on MWFRS. a division of Snow Criteria (Pg,Pt In PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): 0.270 F 999 240 Lu: NA Cs: NA VERT(CL): 0.510 F 925 180 Snow Duration: NA HORZ(LL): 0.054 C - - HORZ(TL): 0.103 C - - Code! Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.347 TPI Sid: 2014 Max BC CSI: 0.290 Rep Fac: No Max Web CSI: 0.300 FTIRT:20(Oy10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Vec 17.02.02.1208.15 GOD15858Za'AM9C3[ASDPDE]96em F9 e.m.nn�ew>nm�*=am nmwum.nmumet rtpt.ucaw{n W 6mdsuNeavlt.sw4t xxsmxa�ware rsrx�.. w r. ercww rasa aww=.e s'o+a W ...ma w u. swr aawwxr.<m.mer.areww.xwu. strain or weDs snail have Drac10 Inst211e0 per NI as shown above and on the Join Details. unless ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh IRw !U /RL B 3139 /- b /- 11427 /- J 3140 /- /- !- /1428 /- Wind reactions based on MWFRS B Brg Width =8.0 Min Real =1.5 J Big Width =BA Min Req=1.5 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 13 -10 F-G 2150 -4803 B - C 1438 -3178 G - H 2O45 -4569 C - D 1747 -3901 H - I 1747 - 3901 D - E 2044 -4569 1- J 1439 -3179 E-F 2150-4803 J-K 13 -10 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-R 2815-1263 O-N 4605 -2068 R - Q 2828 -1265 N - M 3969 -1784 Q - P 3968 -1784 M - L 2829 -1266 P - O 4605 -2068 L - J 2816 -1253 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C-R 308 -63 O-G 256 -106 C-Q 1391 -624 G-N 270 -418 Q-D 442 -797 N-H 788 -342 D - P 788 -342 H - M 442 -796 P-E 270 -418 M-1 1391 -624 E-0 256 -107 L-I 308 -64 F-O 189 -235 failure to build the g or cover page in. The suitability, 14' omporurts. u< SEQN: 668718 / T2 / GABL Ply: 1 Job Number. 36CS0103A FROM: AH Qty: 1 4EBB 1828-Call "D° LL OL/DR Horton l4EB81828-Call °D° LL OL ,DR Horton DRW: Wgt: 134.4 lbs Truss Label: 32GE ! ... 10/17/2019 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' Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 T8' --+ 1'4''i (TYP) F,. 21.4° 21'4- Wind Criteria Wind Ste: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: ll EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psi BCDL: 5.0 psf MWFRS Parallel Dist:0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENCIOIO14 & GBLLETIN0118 for gable wind bracing and other requirements. "IMPORTANT" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sld: 2014 Rep Fee: Yes FT/RT:20(Ou10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 H 999 240 VERT(CL): 0.001 AE 999 18( HORZ(LL): 0.002 J - - HORZ(TL): 0.003 J - - Crcep Factor: 2.0 Mc:; TC CSI: 0.108 Max BC CSI: 0.033 Max Web CSI: 0.088 Mfg Specified Camber. VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions (Ibs), or •-PLF Gravity Non -Gravity Lac R+ IR- !Rh /Rw /U /RL P• 81 P /- 139 137 Ill Wind reactions based on MWFRS P Brg Width = 255 Min Req = - Bearing B Is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-S 27 0 1-1 304 -24 B-C 87 -120 J-K 253 -21 C-D 80 -90 K-L 202 -23 D-E 105 -71 L-M 154 -43 E-F 153 -50 M-N 105 -64 F-G 202 -29 N-O 74 -84 G-H 253 -21 O-P 81 -113 H- 1 303 -24 P- Q 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-AE 175 -108 X-W 192 -107 AE-AD 183 -110 W-V 191 -107 AD -AC 185 -110 V-U 189 -106 AC -AB 188 -111 U-T 187 -106 AB -AA 190 -112 T-S 185 -105 AA-Z 191 -112 S-R 183 -104 Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 ` NO 047182 ': : Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C-AE 1-63 W-J 1 -3 STATE t3F �'� D-AD 88 - 88 - V-K 153 -773 yl� � fi•:�g �Q;••`a.',y's� E-AC F-AB 101 -74 74 100 -73 L U- T-M 10000 101 -73 .74 +,���j ...A.� ~`�+� H-Z 153 -73 R-N 188 --65 ♦�I103 Iaom.Ye. i `aaya X-1 0 -162 N (0.1Y.NllYSM WLbN •l4»u21iLW1 raNvnomn�s My itwtvvbNaEa.mwnroi murSn:+ePedmlvNW m)ME+11hFitv�uS:nNN wrlNwM m.prrlaumN[ tiDY1. retry nmy,11-11.- SEQN: 706490 l T15/SPEC Ply:i Job Number. 36CS0103A FROM: JAH Qty: 1 4EBB 1828-Cali "D" LL OL IDR Horton /4EBB 1828-Cali "D° LL OL,DR Horton DRW: Wqt 103.6 Ibs Truss Label: B7 / ... 10/1712019 Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 f 5'4"14 _� 10'6` 15'11"2 2P _ 5.4`14 59'2 5'3`2 5'4'14 012X4 =U,I -3X8 112X4 SEAT PLATE REQ. F1 + 5'2 4'0+`+ 1F R 04865'33R 941.0.4 21 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP:C Kri: NA Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 8 Loc. from endwall: Any GCpi: 0A8 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. UILV a Snow Criteria(Pg,R in PSF) De1I1CSI Criteria Pg: NA Ct NA CAT: NA PP Detection in loc L(de8 L!# PP.. NA Cc: NA VERT(LL): 0.042 H 999 240 Lu: NA Cs: NA VERT(CL): 0.079 H 999 180 Snow Duration: NA HORZ(LL): 0.019 G - - HORZ(TL): 0.035 G - - Code / Mise Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.438 TPI Std: 2014 Max BC CSI: 0.320 Rep Fac: Yes Max Web CSI: 0.304 FT/RT:20(Ou10(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.20 Or ZJ W 4q➢15a58ra5D3D9e3CNDf [EM60 FD F9 mnemugwW K^�<mtl ufaMlaa.nvnwi N glY[.Ni1tlI0L W dmlNmile�eGrir✓lr N41mL(iltmlCa rM•id�M'++dtlilQrcuf W Y}.tmN,�YnrL�e}xi�tQ N vafrar aMmYa9mama mw.rMwMtlm NYsr,mu ALL NOTES ON THIS DRAWING! on I 1 SEAT PLATE REQ. ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R- / R- / Rh / Rw / U 1 B 869 !- /- /529 /397 /229 F 805 /- /- 1463 1360 /- Wind reactions based on MWFRS B Brg Width =8.0 Min Req=1.5 F Brig Width =8.0 Min Req=1.5 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 D-E 1013 -970 B - C 1236 -1390 E - F 1308 -1399 C - D 992 -970 of Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-J 1191 -1006 H-G 1199 -1018 J-1 1189-1006 G-F 1202 -1019 I-H 1189 -1006 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J-C 205 -4 H-E 51( -438 C-H 503 -427 E-G 23i -20 D-H 511 -466 �nry nmpautrsrs. uc SEQN: 6687201 T3 I GAEL Ply:1 Job Number: 36CS0103A 'I FROM: AH Qty: 1 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Call "D" LL OL ,DR Horton DRW: Wgt 78.4 Ibs Truss Label: C2GE / ... 10/17/2019 T 14' 7, 'i T 1'8" --+- 1'4" -' (TYP) G=4X4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA D Des Ld: 37.00 Des d:: Mean Height: 15.00 It W. TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpI: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 But chord 2x4 SP #1 Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN0118 for gable wind bracing and othsr requirements. a of FURNISH THIS DRAWING i 1 Snow Criteria (Pg,Pf In PSF) DeR/CSI Criteria ♦Maximum Reactions (Ibs), or•=PLF Pg: NA Ct: NA CAT: NA PP Defection In too Udefi L#t Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 Loc R+ / R- / Rh / Rw / U I RL Lu: NA Cs: NA VERT(CL):-0.001 F 999 180 B' 84 /- /- AD 139 /12 Snow Duration: NA HORZ(LL):-0.002 E - - Wind reactions based on MWFRS HORZ(TL): 0.002 E - B Big Width =168 Min Req = - Code I Misc Criteria Creep Factor: 2.0 Bearing B is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Rep Fac: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 -26 FT/RT:20(Op1O(0) Mfg Specified Camber: B-C 14 -66 H-1 157 -48 Plate Type(s): C-D 61 -28 I-J 105 -69 WAVE VIEW Ver: 17.02 02 1208 15 D -E 113 -17 J-K 87 -89 E-F 165 -14 K-L 84 -106 F-G 221 -17 L-M Z7 0 7M it STATE OF mmsesers sofoscxnaoeoe»ssroes .wueartiae wwm„wv...n wu,n w m-uexnvMaea am.ro...m»w✓wrr .romvu�.,wa mrx.ear.aveem..w v.nwcww.aeg.e w wwa weuu �asam,�mm,mma ydmm pxnmt sole INSTALLERS Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-V 145 -46 R-Q 164 -49 V-U 153 -47 Q-P 159 -50 U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 S-R 164 -49 N-L 144 -55 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp C-V 122 -56 Q-H 205 -83 D-U 115 -75 P-1 159 -72 E-T 159 -72 O-J 115 -75 F-S 205 -83 N-K 122 -56 G-R 13 -89 of BCSI (Building rowde tamponsrrvy nn�, A have a pro arty is B3, B7 or �10, nmponrms. uc rwise. keferto SEQN: 668721 /T14I SPEC Ply: 1 Job Number. 36CS0103A FROM: AH Qty: 1 4EBB 1828-Cali "D" LL OIL /DR Horton /4EBB 1828-Cali "D° LL OL,DR Horton DRW: Wat 50.4 lbs Truss Label: C1 I ... / ... 10/1712019 7' 7' C=5X6 mzx4 SEAT PLATE RED. 14' 1— 1' } Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA D Des Ld: 37.00 Mean Height 16.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 Spacing: 24.0 ° C&C Dist a: 3.00 ft Loc. from endwall: Any GCpl: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bol chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. of T 7' 14' 7' 7' 14' SEAT PLATE REQ. Snow Criteria(Pg,Pf In PSF) DeflICS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.019 E 999 240 Loc R+ / R- / Rh / Rw 111 / RL Lu: NA Cs: NA VERT(CL): 0.021 E 999 180 B 593 /- /- /371 /272 /158 Snow Duration: NA HORZ(LL):-0.009 E - - D 527 /- !- 1304 /234 /- HORZ(TL): 0.011 E - - Wind reactions based on MWFRS Code / Misc Criteria Creep. Factor: 2.0 B Big Width = 8.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.683 D Bag Width = 8.0 Min Req = 1.5 TPI Sid: 2014 Max BC CSI: 0.422 Bearings B & D are a rigid surface. Rap Fee: Yes Max Web CSI: Bearings B & D require a seat plate. Plate Mfg Specified Camber: Camber: Maximum Top Chord Forces Per Ply (Ibs) Type(s):0(0) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02,02,1208.15 A-B 27 0 C-D 809 -738 B-C 777 -739 ` No 047102 STATE OF QOM0050}a Sa0o9C3CMef OE r0alm F9 nuuMV W ".gaae wwaq rmsu�uvnnei Np4it Nfurl��NGN Jafsibw J,ra4W r MaY®OafaYJ. r,maauq.egnea..<waarmreaw!v.e� '.a w6t uam.rar,"a,wy.•.u,maummt. nmmwam,e..x on Maximum Bat Chord Forms Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 598 -536 E - D 598 -536 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-E 311 -82 failure to build the g or cover page in. The suitability only, ompanmrs. ru SEON: 706504 / T29 / COMN Ply: 1 Job Number. 36CS0103A FROM: JAH City: i 4EBB 1828-Cali °D° LL OL /DR Horton /4EBB 1828-Cali °D° LL OL,DR Horton Wqt: 37.81bs Truss Label: Di � ' i 5' 5' 'i-' S, 10"I fl Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to 11/2 Spacing: 24.0 ° C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C Left bottom chord exposed to wind. C=4X4 10, 5' 5' DRW: ... / ... 10/17/2019 10, Snow Criteria (Pg,m In PSF) DeflICSI Criteria ♦Maximum Reactions (Ibs) Pg: NA CL NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Cc: NA VERT(LL): -0.011 F 999 240 Loc R+ / R- / Rh / RW / U / RL Lu: NA Cs: NA VERT(CL): 0.011 F 999 180 B 438 /- !- 1424 /224 /134 Snow Duration: NA HORZ(LL):-0.004 F - - D 438 P P /259 /223 /- HORZ(TL): 0.005 F - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Brg Width = 3.5 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.282 D Brg Width = 3.5 Min Req = 1.5 TPI Sid: 2014 Max BC CSI: 0.253 Bearings B & D are a rigid surface. Rep Fee: Yes Max Web CSI: 0.090 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 27 0 C - D 780 -492 WAVE VIEW Ver: 18.02.01A.0205.20 B -C 814 -492 D-E 27 0 No 047182 �r STATE OF aDDI565a}85D9D%XAeDE0E 196BEaf9. �mumaeq aqa m uaa M=+^�-�^�+A N ln.tt NnYlaa�on 1v��Y¢N cnlrp�l WKdk�On utln. nfHd<WY�delNmieW wmtftnL4N4 }Mrv4tl atl 11n V41s`N6YOtlNf0001^aNStMNtl1M VYNM� V ALL NOTES ON THIS DRAWING! on Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-F 420 -595 F-D 420 -595 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 302 -416 failure to build the rn. or The suitability JC nnty �! ompn,rtnts. uc SEON: 706500 /T22/COMN PIy:1 Job Numher. 36CS0103A FROM: JAM Oty: 1 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Call "D" LL OL ,DR Horton DRW: Wgt 37.8 16s Truss Label: D2 / ... 1011712019 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 Sot chord 2x4 SP 91 Webs 2x4 SP #3 5' 10' 5' 5' C=4X4 T 12 6 0 icl =2X4(Ai) B D=2X4(A1 11 i A E F 1112X4 Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP:C Kri: NA Mean Height: 15.00 R TCOL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 R Loc. from endwail: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Left bottom chord exposed to wind. 'IMPORTANT" FURNISH THIS 10, i I Snow Criteria (Pg,Win PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity Pt. NA Cc: NA VERT(LL): -0.011 F 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.011 F 999 180 B 438 /- /- 1424 /224 1134 Snow Duration: NA HORZ(LL): -0.004 F - D 438 /- !- 1259 1223 /- HORZ(TL): 0.005 F - - Wind reactions based on MWFRS Code! Misc Criteria Creep Factor: 2.0 B Brg Width = 3.5 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.282 D Brg Width = 3.5 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.253 Bearings B & D are a rigid surface. Rep Fac: Yes Max Web CSI: 0.090 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A-B 27 0 C-D 780 -492 WAVE VIEW Ver: 18.02 01A 0205 20 B-C 814 -492 D-E 27 0' No 047108 STATE OF motsasezlm.wscxnaotoslsremrs nPr.u:.unutmrM t+nd4•nrM+eArr WA'r wWYtltaium� .Cw rttl Of[pkrd NUEIXwmIYaMm,YYV C➢Qvtetl mhE INCLUDING Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 420 -595 F - D 420 -595 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 302 -416 V "mpa� onanrs. ur 7 SEQN: 7064981 T24/HIPS Ply:1 Job Number.36CS0103A FROM: JAH Qty: 1 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Call "D" LL OL,DR Horton DRW: Wgt: 50.41bs Truss Label: D3G ... / ... 10/17/2019 3' 2' 2' 1114A4 =OAO IIILA4 10, 3' 1, + 3'112 L 1'10"4 3'1"12 5' _ I _ 1'10"4 6'10"4 3'1"12 + 1, 10' Loading Criteria (par) Wind Criteria Snow Criteria (Pg,Pf in PSF) DegICSI Criteria AMaximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.012 D 999 240 Loc R+ I R- / Rh / Rw / U / RL SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.022 D 999 180 B 500 /- /- /- /238 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 H - - F 501 /- !- A 1239 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.008 H - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Brig Width = 3.5 Min Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES '4ax TC CSI: 0.080 F Brg Width = 3.5 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.118 Bearings B & F are a rigid surface. Spacing: 24.0 ° C&C Dist a: 3.00 ItRep Fac: No Max Web CSI: 0.051 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwadwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A-B 27 -20 D-E 289 -678 Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 B -C 295 -670 E-F 297 -672 Lumber C-D 289 -678 F-G 27 -20 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bol Chord Forms Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Camp. Loading B -J 565 -238 I-H 576 -238 #1 hip supports 3-0-0 jacks with no webs. J - I 573 -236 H - F 568 -240 Wind Maximum Web Forces Per Ply (Ibs) Wind loads and reactions based on MWFRS. Webs Tens.Comp. Webs Tens. Comp. Left bottom chord exposed to wind. C - J 82 0 I - E 130 -64 C - 1 133 -66 H - E 55 0 ° ��ittlilNlP� No 047182 STATE OF 60D15a56}BSD3D9ClCAbeE0E p96Bmr9 *�"�av w°N am Na" w wryer uww,v, RiRYCNllfile"¢°dglrN"a!u»YYYILW I nUWuaontwip akYOapYrclRFv00tusW nM4+W0IIrda$uSM WN wwwa.x.vavaammdr. �Nwvmrn w.rmlmir aNN THIS DRAWING TO ALL the mrry omF nrmrs. w SEON: 698392 / T27 / VAL Ply: 1 Job Number. 36CS0103A FROM: JAH City: 1 4EBB 1828-Cali'D° LL OL /DR Horton /4EBB 1828-Cali °D° LL OL ,DR Horton DRW: Wgt: 25.2 lbs Truss Label: V8 / ... 10/17/2019 3'11"6 7'11" r 3'11"8 + 3'11"8 12 B=4X4 T 6p N 3X4(D1)=3X4(DC1) A rj D 1112X4 r T11" L 3'11' _L 3'11"8 t— 3'11"8 T11" Loading Criteria lost) Wind Criteria Snow Criteria (Pg,W in PSF) Deg/CSI Criteria ♦Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.008 D 999 240 Loc R+ / R- / Rh / Rw / U / RL E' 75 A /- /36 /28 /8 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.011 D 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.005 D - - E Big Width = 95.0 Min Req = - Code! Misc Criteria NCBCLL: 10.00 Mean Height 15.00 it TCDL: 4.2 psf CreepFactor: 2.0 Bearing A is a rigid surface. Soffit: 2.00 BCDL: 5.0 ps( Bldg Code: FBC 2017 RES Max TC CSI: 0.134 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.115 Chords Tens.Comp. Chords Tens. Comp. A- B 201 -170 B - C 201 -170 Spacing: 24.0 ° C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.103 Loc. from endwall: not in 9.00 it FT/RT:20(Oy10(0) Mfg Specified Camber: ' GCpi: 0.18 Plate Type(s): Maximum Bat Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02 02 1208 15 Chords Tens.Comp. Chorus Tens. Comp. Lumber A-D 223 -147 D-C 223 -147 Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Wind B-D 347 -310 Member design based on both MWFRS and CBC. Additional Notes See DWG VAL160101014 for valley details. tittplggJ Flo r�� $9: 3TA7E OF �` .�dryp�4�•�C O � `�p ifi���Q so IfififONAttE��`�s SERIAL a. mosssserssesoscxAaoeoersm mrs mneuava'Nn�II.d•d reMuav,w„x+, NrR.1KNRNIbtM 4m,bfaGS.f Wy1YWi nMmNdnmb. HMtrCCNidMpsKuee+dta"2mn16a:rpulM W40 MNe i•Liaw.wiuluttmnn@MwYeONNr�4{Lu-'r asJN. —WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricating; handlingq shipping, installing and bracing, Refer to and follow the latest edition of BCSI (Building Information, by TPI functions. Installers Component Safety and SBCA) for safety practices prior to performing these shall provide tempom «trey bracing per BCSL Unless noted a herwise,top chord shall have attached structural sheathing and bottom chord shall have a properly properly attached rigid ceflinq Locations shown forpermanent lateral restraint of webs shall have bmcinu installed per BCSI sections 83, B7 or 10. am nenr;, as applicable. Apply plates to each face or truss and position as shown above and on Ne JoinEDetails, unless noted otherwise. A740 to Pa w drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQComponents Group Inc.shall not be responsible for any deviation from this drawl ng9 any failure to build the truss in with ITPI 1, for handlingf bracing lrusses.A this drawmg conformance -ANSI or shipping, Installation and of seal on or cover page listing this drawing Indicates acceptance of tinro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is fha responsibility of the building Designer per ANSIrrPI 1 Sec.2. For more information see We'ob's eneral notes eag.and these web sites: ALPINE: w al Ineitw.com T c www.t Intro SBCA: www.sEdndust .mm'ICC: xwx.Isaafae FROM:JAH Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0' Top chord 2x4 SP #1 Bot chord 2x4 SP 11 Ply: 1 Job Number. 36CS0103A City: 1 4EBB 1828-Cali'D" LL OL /DR Horton /4EBB 1828-Call'D' LL OL,DR Horton Wgt: 16.8 lbs I Truss Label: V4 1'11 "8 1'11 "8 12 6 B=3X4 3X4(D1)=3X4(D1C T A 1� D Wind Criteria Wind Sld: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 It TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist h/2 to In C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and CBC. Additional Notes See DWG VAL160101014 forvalley details. THIS DRAWING of 1 3'11" —{ Snow Criteria (Pg,P(In PSF) De0ICS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): -0.003 999 240 Lu: NA Cs: NA VERT(CL): 0.006 999 180 Snow Duration: NA HORZ(LL): 0.001 - - HORZ(TL): 0.002 - - Code IMiscCriteria Creep Factor: 2.0 Bldg Code: rBC 2017 RES Man TC CSI: 0.057 TPI Std: 2014 Max BC CSI: 0.070 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 .t No 047182 aem505B]x5D909LJCn6DEDE M40mF9 aur++mEN(!<rW W muaaMuaY, W,IMt a{a.ae wwim ro� Gesem.aa%vwnr r wur FAMiaDa,OY�. rmxxewxrd nnanaRexnmru.,,uaeapo,Mam wue W e.wd..nw+a`b,offi,m,srMm6e6m++Fx4u+.Y U DRW: / ... 10/17/2019 ♦Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity, Loc R+ IR- /Rh /Rw /U /RL D' 75 /- /- /36 122 /6 Wind reactions based on MWFRS D Brg Width =47.0 Min Req=- Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 187 -163 B-C 187 -163 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 160 -148 rmey nmponenra. u< SEQN: 6687241 T191 EJAC Ply:1 Job Number. 36CS0103A FROM: AH Qry: 8 14EBB 1828-Cali'D' LL OL /DR Horton /4EBB 1828-Cali'D" LL OL,DR Horton DRW: Wgt: 23.81bs I Truss Label: EJ7 / ... 10/17/2019 C 12 6 p ro O_ N_ l7 C 2X4(A1)B 3 A D SEAT PLATE REQ. Loading Criteria lost) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Kzt: NA Des Lit: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 ° C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. a T T Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.014 D - - HORZ(TL): 0.025 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.496 TPI Std: 2014 Max BC CSI: 0.368 Rep Fee: Yes Max Web CSI: 0.000 FT/RT:20(Oy10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 17.02.02.1208.15 WAVE No 047182 60M595a]95D3D9C3C�60rce]afiBEe F9 R 1a.lY.Nrl]]IM�PW WO WeNerr{IWl Yt1lMN6r.(6:� AMSNmbartluMwwwesrawl v: W'r•ENrNbd N W VLI+AieRu�mm»m<tNuvtlW mMAviwrt INSTALLERS ♦ Maximum Reactions (ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 336 /• /- /259 /117 1173 D 127 /- /- 1101 120 /- C 171 /- /- /91 /133 /- 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 0 is a rigid surface. Bearing B requires a seal plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.COmp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 of SCSI (Building ,ovide temporary nn�, ill have a proDarty s B3, B7 or B10, om rrmrs. miss. Refer to W iilure to build the SEQN: 698457 / T28 / HIP_ I Ply: 1 Job Number: 36CS0103A FROM: AH Cry: 2 4EBB 1828-Cali °D° LL OL /DR Horton MEBB 1828-Cali "D" LL OL ,DR Horton DRW: Wqt: 14.0 Ibs I Truss Label: EJ2 / ... 10/17/2019 Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 ° C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong -Tie. Please refer to the most recent Simpson Strong -Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Bearing at location x=1'9" ,y=8'8" uses the following support conditions: 1'9" Bearing D (1'9', 8'8") HUS26 Supporting Member: (1)2x6 SP #1 (14) 0.148"x3° nails into supporting member, (4) 0.148°x3° nails Into supported member. Wind Member design based on both MWFRS and C&C. any 4n 11 SEAT PLATE REQ. 1 2 --� 2, -i Snow Criteria (Pg,PfinPSF) De0/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi 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 / Mise Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.094 TPI Sid: 2014 Max BC CSI: 0.022 Rep Fee: Yes Max Web CSI: 0.026 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 No 047182 STATE OF mmsassxawsoseuxaoeoerssamrs un�wmvmY�Ana¢f uraparu�gvwi, N lu.l#.Nilulauu�dab l6%e+Msru*ilwui nueu!wsnave. gMua<cpnaruslaummi thMmn�rsalMlad nikP Cd Rf 1'A3ai4/.h>U2nrrrMeW muetlNlNnrJe,INOY as snown aoove ana on T to ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 87 /- /- M44 /69 /64 D 44 14 !- /41 /30 /- Wind reactions based on MWFRS B Big Width =8.0 Min Req=1.5 D Brg Width= - 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 13 0 B-C 4 -38 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 1 -2 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-D 69 -12 failure to build the g or rover page in. The suitability ompancnrs, u< SEQN: 66E FROM: AH 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 Dumtkm: 1.25 Spacing: 24.0 ° Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Oty: 6 4EBB 182E-Cali'D° LL OL /DR Horton /4EBB 1828-Cali °D" LL OL ,DR Horton DRW: Wgb 21.0 Ibs I Truss Label: EJ7A I ... / ... 10/17/2019 T3 SEAT PLATE REQ. Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: ll EXP: C Kzh NA Mean Height: 15.00 It TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwail: not in 4.50 it GCpi: OA8 Wind Duration: 1.60 Wind Member design based on both MWFRS and CBC. -IMPORTANT" FURNISHTHIS Snow Criteria(Pa.m in PSF) Defl/CS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf: NA Co: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.017 C - - HORZ(TL): 0.027 C - - Code / Mi.. Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.505 TPI Std: 2014 Max BC CSI: 0.373 Rep Fee: Yes Max Web CSI: 0.000 FT/RT:20(Oy10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 No 047162 STATE OF rtpLpLNl1111MR�Nmab�Ytv�vtbr� Wt nv2mtvingM�. Mo-iGVµrOrCAQa+/W M W OxamrC WMJN [ilkd qG tla lYLl W.eWOJarV.Mm tb�vRlOb W�iW�YLLi fiWr. INSTALLERS B ♦Maximum Reactions (fins) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 270 /- /- 1188 /7g 1151 C 128 /- /- /104 /21 /- B 174 /- /- , 195 /135 /- Wind reactions based on MWFRS A Brg Wigrh=8.0 Min Req =1.5 C Brg Widih = 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 Chord Forces Per Ply fibs) Chords Tens.Comp. A-B 78 -152 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 to build the anry ompprreors.- SEQN: 7065061 T32/EJAC Ply: Job Number. 36CS0103A FROM: JAH CRY: 3 4EBB 1828-Cali "D" LL OL /DR Horton 14EBB 1828-Cali "D" LL OL ,DR Horton DRW: Wgt: 12.6 lbs Truss Label: EJ3 I .. / ... 10/17/2019 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 91 Bot chord 2x4 SP #11 C 12 6� TMO to 4=-2X4(Al) Bco D 31 it } 1r 3' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and CBC. Left bottom chord exposed to wind. FURNISH THIS a division of Snow Criteria (Pg,Pf in PSF) Defl/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):-0.003 D - - HORZ(TL): 0.003 D - - Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.174 TPI Std: 2014 Max BC CSI: 0.071 Rep Fee: Yes Max Web CSI: 0.000 FT/RT:20(OJ/10(0) Mfg Specified Camber. Plate Type(s): VIEW Ver. 18.02.01A.0205.20 WAVE No 047162 is STATE OF n c�u�wnurwo. uanwe.ae=...ma+wu.r meae�nNuaeav:w wewmwemassuaaawm aau.wi..mamnm.m.tawawNmn,.gawi n ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R. / Rh / Rw / U / RL B 193 P /- /202 /93 /86 D 51 /- /- 173 /33 /- C 64 /- /- /35 150 /- Wind reactions based on MWFRS B grit Width =3.5 Min Req=1.5 D Brg Width =1.5 Min Req= - C Britt Width =1.5 Min Req= - Bearing B is a rigid surface. Maximum Top Chard Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 Maximum Bet Chord Forces Per Ply (Ibs) Chards Tens.Comp. B-D 0 0 V nty, nmryonurrs, v< SEQN: 668727 /T16 /JACK Ply:1 Job Number. 36CS0103A 'I FROM: AH Qty: 4 4EBB 1828-Cali °D° LL OL /DR Horton /4EBB 1828-Cali *D" LL OL,DR Horton DRW: Wilt 16.8 lbs Truss Label: CJ5 / ... 10/1712019 Loading Criteria (psf) TOLL: 20.00 TCDL• 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0' Top chord 2x4 SP #1 But chord 2x4 SP #1 T3 SEAT PLATE REQ. 1, + 5 5' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: It EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Familial Dist:0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Dumfion: 1.60 Wind Member design based on both MWFRS and C&C. "IMPORTANT" FURNISH Snow Criteria (Pg,H in PSF) DeNCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# PC NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.007 D - - HORZ(TL): 0.008 D - - Code / Mlsc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.309 TPI Std: 2014 Max BC CSI: 0.182 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(Oy10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 �•' No 047102 STATE OF Sap15956]a5p9a9p9rai0E OE]96EEefa. wuvnaveuvYeiieeam �^M=�'+��^nwt n4t.ucwnuie. mr nssmmuamnwr/vwv RtlRreOlTWtlI KN.eQ4VMrblMllf4Rotl MGtt4tu61Yrlq�blvdipk! waey wisaWtuab•AentmiruneMwNvm Wtim,mM tCCMI if 1 o N iru m ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 263 /- /- /208 /96 /129 D 90 /- /- 170 /13 /- C 119 /- /- /62 193 /- 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 = - 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. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp._ B-D 0 0 failure to build the n4y ompanenrs. uc SEQN: 668728 / T17 / JACK Ply: 1 Job Number. 36CS0103A FROM: AH Qty. 4 4EBS 1828-Cali'D' LL OL /DR Horton MESS 1828-Cali'D' LL OL ,DR Horton DRW: Wgt: 12.61bs Truss Label: CJ3 I ... / ... 10/1712019 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 2x4 SP #1 C 12 6T T � SO o rn =2M(A1) B io cV i A 1 D Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00It TCDL: 4.2 psi BCDL: 5.0 psf 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 CBC. "IMPORTANT" FURNISH SEAT PLATE REQ. Snow Criteria (Pg,Pf In PSF) De01CSI Criteria Pg: NA CC NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.003 D - - HORZ(TL): 0.003 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Coos: FBC 2017 RES Max TC CSI: 0.174 TPI Sid: 2014 Max BC CSI: 0.072 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0y10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 No 047162 1a: STATE OF 9015BSB]ESDBD9CBDAaDEDE 196Bm Fa. mn assnenvnY aF+<m r[aaaq,�v, xx+ut n M.ucunurm W araMuaG+wmiravui hNvdaW r tleHIsounw eaa&mnuGnttyulaN,vM W IYaLwI+yY.r:i�oOTmNert✓.IpwlmmnYaWrcY ai3ea ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ IR- /Rh IRw /U /RL B 193 /- /- 1162 176 /86 D 51 P /- 141 /6 /- C 64 !- /- /30 /51 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 the rmry omparrnrs, �u SEQN: 6687291 T18/JACK Ply:1 Job Number:36CS0103A FROM:AM Qty: 4 4EBB 1828.Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL ,DR Horton DRW: Wgt: 11.2 lbs Truss Label: CA / ... 10/17/2019 Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Sid: 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 pet 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 Top chord 20 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. "IMPORTANT" FURNISH THIS W 12 6 F:� C 2X4(A1) B SEAT PLATE REQ. m o to j M Snow Criteria (Pg,W in PSF) DeWCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): NA !1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U IRL Lu: NA Cs: NA VERT(CL): NA B 150 /- /- 1146 177 142 Snow Duration: NA HORZ(LL): 0.000 D - - D 11 /A /- 118 /10 /- - HORZ(TL): 0.000 D - - C - /-14 /- 125 28 /- Code I Mlsc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.163 B Br9 Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.015 D Brg Width = 1.5 Min Req = - Rep Fac: Yes Max Web CSI: C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. FT/RT:20(0)/10(0) r: Mfg Specified Camber: Bearing B requires a seat plate. Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17-02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 No 047182 "0 : tt _'9_:_ STATE OF R (fl.tt NSlnlm Orevam..emw uYN.YW I nUsm4¢mwY. rmxaaw.avneoo,.wo,wmna.<.¢ntwwri WMW61aa� 'xn(m+mw.iM�vlsilmaYJYtwle Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 failure to build the g or cover page m. The suitability V n� ompontnrs. u< SEQN:668730/T20/JACK PIy:1 Job Number: 36CS0103A FROM: JAH Qty: 4 4EBB 1828-Cali'D° LL OL /DR Horton MEBB 1828-Call'D' LL OL,DR Horton Wilt: 11.2 lbs Truss Label: CJ1A Loading Criteria (par) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 ° Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Criteria Wind Sid: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzl: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: &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 CBC. Left bottom chord exposed to wind. 12 6 F�7- C 2X4(A1) B U �--1r- I , 1 1 co o Ln co 1r i Snow Criteria (Pg,M In PSF) Def ICSi Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Cc: 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! Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.163 TPI Sid: 2014 Max BC CSI: 0.014 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0y10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 No 047102 STATE OF mmsessaasososcxnaoepr 1azaw re nmeaawsdwnamaeawm.mue�v.e amid Brea autlAi Yh1aAeMemarNa.4itM�,N,a mMelglrot ottks DRW: / ... 10/17/2019 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R. /Rh /Rw /U /RL B 150 /- /- /157 189 142 D 11 /-1 /- /10 /2 !- C - /-14 /- /22 /25 r- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 27 -19 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 �RCt ompaRrnt. u� SEON: 6fi8732 / T21 / HIP_ Ply: 1 Job Number: 36CS0103A FROM: AH Qty: 2 4EBB 1828-C811'D' LL OL /DR Horton /4EBB 1828-Call'D' LL OL ,DR Horton DRW: Wgt 42.0Ibs Truss Label: H.17 / ... 10/17/2019 i 6'3° 9'10"1 r 6.3. 3.7. 'I SEAT PLATE RED. Loading Criteria(ps0 Wind Criteria TCLL: 20.00 Wind Ste: 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 Lc 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psi Soffit: 2.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 Spacing: 24.0 ° C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Special Loads -(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25) TC: From 0 pIf at -1.41 to 55 pIf at 0.00 TC: From 2 pIf at 0.00 to 2 pIf at 9.94 BC: From 0 plf at -1.41 to 4 pIf at 0.00 BC: From 2 pIf at 0.00 to 2 pIf at 9.84 TC: -7 lb Cone. Load at 1.41 TC: 128lb Conc. Load at 4.24 TC: 238 lb Cone. Load at 7.07 BC: 23 It, Cone. Load at 1.41 BC: 103 It, Conc. Load at 4.24 BC: 179 It, Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. ZLI 61'4 + 3 � 6 1� 6'1'4 9'3'4 9'10 1 Snow Criteria (Pg.Pf in PSF) Pg: NA Ct: NA CAT: NA Pf NA Cc: NA Lu: NA Cs: NA Snow Duration: NA Code I Mlsc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fee: Varies by Ld Casr FT/RT:20(0)110(0) Plate Type(s): WAVE DefUCSI Criteria PP Defection in loc Udell L/# VERT(LL): 0.015 G 999 240 VERT(CL): 0.028 G 999 180 HORZ(LL): 0.004 F - - HORZ(TL): 0.008 F - - Creep Factor: 2.0 Max TC CSI: 0.241 Max BC CSI: 0.326 Max Web CSI: 0.256 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 Na 047482 1q' <omsassraso�ovcscnaoe ce nsamrs dm�YveemY�Mtam vsv4�*+a+�u+n+uL rrpl YLNilfilY W A1t WOYiw r4rr{4.1 rmmapnaum aaa=�unarmw>a..e raulay.wN V dti WtavAsnllllm(YrnualM wMw W �ltlro{[ INCLUDING THE INSTALLERS ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL 8 330 /- /- /- /208 A E 385 /- /0 /- /175 /0 D 29 /- A /- /14 /- Wind reactions based on MWFRS B Brg Width = 10.6 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing B Is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-D 55 -72 B - C 330 -650 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 604 -290 F - E G-F 591 -288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 286 -47 C - F 345 -709 rmty OI/rfpRtM<, u[ SEQN: 706502/ T25/HIP— Ply:1 Job Number: 36CS0103A FROM: JAH City: 2 4EBB 1828-Cali'D' LL OL /DR Horton MESS 1828-Cali °D' LL OL ,DR Horton Wgt: 16.8 lbs Truss Label: HJ3 T Loading Criteria (par) TCLL: 20.00 TCDL: 7.00 BCLL 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0' Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 0 TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Loading Hipjack supports 2-11-8 setbackjacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,W in PSF) Pg: NA Cl: NA CAT: N1 Ph NA Cc: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fac: No FTIRT:20(0)110(0) Plate Type(s): WAVE 4r2'r3 4-2r'3 Def ICS1 Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.001 D - - HORZ(TL): 0.002 D - - Creep Factor: 2.0 Max TC CSI: 0.091 Max BC CSI: 0.052 Max Web CSI: 0.000 Mfg Specified Camber. VIEW Ver: 18.02.01A.0205.20 No 047102 STATE OF 400155 5828 5D30 9C X"BE DE"N M F9 uuenauml[m/�uaw uovM•_,. _WWA M i[6YC N}1II{w W CW Nwa WaMtitirl{Wtl RYIWFaOm teiw .r.maaan ereeavu.wwAumNume�.ara wm W n WltwCaarco'JenrmavW bwYr2w W�LarW[ aoYt. ALL CONTRACTORS INCLUDING THE INSTALLERS DRW: ... / ... 10/17/2019 T r— ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw I U / RL B 84 /- 1- I- 145 /- D 28 /- /- R I- C 64 /- /- /- /48 1- Wind reactions based on MWFRS B Brg Width =4.2 Min Req =1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B Is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 9 -6 B-C 21 -16 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 anvry nmponenrs. w Gable Stud Reinforcerien.t Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = too Or1 140 mph Wind Speed,i15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ort 120 mph Wind Speed. 15' Mean Heloht, Partially Enclosed, Exposure ➢, Kzt - too S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (U twit'L' Brace.0 CI) 2x4 'L' Brace • (2) 2x4 IL' Brace a (1) 2x6 'L' Brace x (2)'2x6 'L' Brace + Group A Group B Group A Group B Group A Group 13 Group A Group B Group A Group H #I #8 , U FF S P #3 3' 18 5" 9' 6' 2' 7' 8' 7' tl' 9' 1, 9' 6' 12' 0' 12''6' 14' 0' l4' 0' Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' V 9' 6' 18, 0' 12, 6' 14' 0' 14' 0' Q' HF Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 91. 6' 10' 4' ll' 1.. 14' 0' 14' 0' Q1 #1 4' 0' 6' B' 6' 11, 7' to, 8' 2' ' 4' 9' B. 12' 4' 12' 9' 14' 0' 14' 0' -� o S P #2 3' IG' 6' 7' 6' 10- 7'-9' 8' t', 9' 3' 9' J' 12, B' 12, 8' 14. 0' 14' 0' av #3 3' 9' 5' '3' S' 7' 6' 11' 7. 5' 9' 2' 9' 7' ID' 11' II' e' 14' 0' 14. 0' il c D FL Stud 3' 9' 5' 3' 5' 7' 6' Ili 7' 5' 9' 2' 9' ]' to, 11' III 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4'. 8' Il' 91. e. 10. 4' 13, V 14' 0' U #1 /. #2 4' 5' 7. 6' 7' 9' e, 10, 9' 3' 10' 7' Ill 0' 13' ]I' 14' 0' 14' 0' - 14' 0' +J SIp rL- #3 4' 2' 7' 1' 7' 9' B' 9' 9' 1' 10, S. ia, to- 13' 9' 14' C' 14' 0' 14. 0' i U LJ Stud 4' 2' 7' V 7' 6' B' 9' 9' l' 10, 5' 10, 10, 13' 9' 14' 0' 14. 0' 14' 0' I Stn# O 1 4. 7' 7' 7' 7' S1' 9' 0' 9' 4' 10, 8' il, V, 14' 0' 14' #' 14' 0' 14' 0' S P 02 4' 5' T 6' 7' 9' 8' to, 9' 3' 10, 7' 11' D' 13' ll' 14' 0' 1 0' l4f 0' #3 4' 4'. 6' 5' 6' to- 8' 6' 9' l' 10'. 6' lo, 11' 13' 4' 14' 0' I4'- 0' l4' 0' QJ - r DI- L Stud 4' 4' 6' S' 6' to, 8' 6' 9' 1' 10' 6' l0'.1l' 13' 4' 14' 0' 14' 0' l4' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6" 8' n' to, 2' to, to, it, 10' `l2' 7' 14' 0' 14' G' Q I- #1 / #2 4' 10' B' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' t" 14' 0' 14' 0' 14' 0' 14, 0' S P r 143 4' 7' B' 2' 8' 5' 9' B' 10' 0' IL' 6' 12' 0' 14' 0'. 14' 0' .. 14' 0' . 14. 0' LD U Stud 4' 7' 8' 2' 8' 5' 9' e• 10, 0' 11' 6' 12, 0' li' 0' 14' 0' 14' 0' 14' 0' O H F Standard 4' 7' 7. 0' 7' 5' 9' 4' 10, #' Il' 6' 12, 0' 14. 0' 14'.G'. - 14' 0' 14' 0' X #1. 5' 1' 8' S. 8' e' 9' i1' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14. 0' 14' 0' S P #2 4' 10' B' 9' 9' to, 2' 11' T 12' 1` 14' 0' 14' 0' 14' D' 14' 0' d #3 4' 9' J' 4' T 10' 9' 8' ]0' 1' 1P 7' 12' 0' 14' U' 14. 0' 14' 0' 14' 0' D F L Stud 4' 9' 7' 4' 7' 10, 9' 8' 10' i' 11' 7' 12' Ot 14' 0' 14' G' 1 14' 0' 1 14' 0' .-( Standard 1 4' T 6' 6' 6' ll' e' 8' - 8' -3' 71' 6' 12' 0' 13' 7' 14' 0' 1 14. 0' 1 14' 0' DI"..l brace .,Von erkkal length ray be doubled when dlogonal brace Is used Connect dlwganat brace for 60011 at each end. Mox web atal length Is 14/ Vertical length shown In table above. Connect AN ITWCOMPANY IM89Lo.kxe Dave B MCIry.Mo90M5 bl¢ Trust GI4y 1 'L' Bn(L( 2x6 ➢F-L #2 or f4S• better d,oBonal brae) single or double cut (as she /I upper upper end t w+VAm INGew RVID Nat FICI ALL f91eS a1 npppRTNR.x n5mrsil Ties tlUvuG M ALL ®IIRAGI@3 'YjI1' I Refer to chart as lft l 'Comm B bstA4uxt. Mve pv Mtaued per BCSI ww Y W. 6, a me, we bapkabta. A p .= to wch rw. r elltl wa on ae :now eba,. wad ow tM Jarm, nMW a W. W.a, Wpce m 3 NT OF r to Ya.Ypv 16M-i For a lind-d Plate poalt'mx Jrs. w Trbba o1 [TV'eWbN Gmpnv,d. Gyp Lc aYnll rob b. nwenR4 for tlevgaae iru �� !`o'Fe. on•/ reRuew to �tM truaf N [aniwnor2e .Itm AYiI/ttl l..pr rmhu#� anpphp, 41 ���l�Q Jia}YnRbr•oW ftrv.ewx awl nI tins dwsbp n• m•rr wee usMo ab dnw.p, halcaiw acaxPtw or prronswul 'y� pp sdM fo- bx 4e� alnw lbe vlfoblt atl use er W OaWe oN�bacthe re�uL@Illy ar 1M BJ9i ObsWtr PerYNO/iPf 1 Seei p(jww�p A� "4h �9 VN„��i T!I /(4'Ai 1 fQ wre Wa'mt4n eee 1W .jtlf'+ Venral t.a Pli, M ze web .awn =-me.a I4yn,lrlf'.t4t .4PIMJ wnalpY.MdcaV lf1 mtpv W.ewsKYdwtrygry IM g Bracing Group Species and Grades Group AI S nice-Plne-Plc Hen-Fb #1 h2 Stantlortl #2 Stutl #3 Stu. #3 Stantlortl ➢ou Ins n -Larch Southern pineu,+ #3 1#3 sae stud Standard Stdndard Group BI Hen-Fb• 41 L Btr #1 Dou ios nr-Larch Southern Pine..+ el al 42 u2 Lx4 Braces shell be SRB (Stress Roted Board). uPdr 1.4 So. Pine use only Industrial 55 or Industrial 43 Stress -Rated Boards. Group B values mn be used with these geodes. Gable Truss Detail Notes, W#1tl Load deflection crlterlan Is L/240. Provide WUft c ectlons for 75 plf oiler continuous bearing (5 Psi TC Dead L000D. Gable end supports load from 4' 0' outlookers with 2' 0• rhang, or 12' plywood overhoro. Attoch •L' braces .t)h lad (a12B'a10' nW na#s. W For (1) 'L' brace- space nabs at 2' o.e. In to' endzones and 4' oa. between zones, )(#B'or (2) 'LI braces space fats at 3' o.< In 18' end zones and 6' os. between zones. 'L' bracing mist be a minlmen of 00% of web member length Gable Vertical Plate Sizes Very** Len tin No S ilce Less than 4' o' 2%3 Greater than a 0', but a%4 less then 1]' 6' Greater tilts IF 6' 4%4 • Refer to c.mwom truss design for peak; spike, and beet dates. Refer to the Buliding Designer for conditions not addressed by the eetae. FREF ASCE7-10-GAB16015 DATE 10/01/14 .� MAX. TOT, LD. 60 PSF MAX. SPACING 24.0' s f If Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = L00 Or, 140 MPH -Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt a 1.00 or, 140 mph Wind Speed, 30' Mean. Height, Enclosed; Expasure 0, Kzt '- 1.00 n,., ipn 'nnM WInA Snnan. Art' MeM. HnInN#. Pnrtinuv FnrinnPN. Fmnaurp D. Kvt = 1.00 S .2"grace Gable Vertical pacing Species Grade No Braces (6 lz4 'L' Braces (1) 2x4 'L• Hrnce x (2) 8x4 'L' Hrace ss (1Y 2x6 'L• Broce x .. (2) 2x6 •L• Hrnce x Group Group B Group A Group H Group A Group B Group A Group H Group A Group B #1 / 02 3' 8• V 3' 6' 6- 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' IT 9' 14, 0' 4 S P'F #3 3'. 6'. 5' 5'. Y 9' 7' a' 7' 7' 8' 8' 9' I'" it, 3' 11' 11' 13' T .. 14' V U Stutl 3' 6' 5' 4' 5' 8' 7' ' 7' 7' Si 8• 9' P ll' 2' 11' 11' 13' 7' 14' 0' Q HF- r Standard 3' 6' 4' 7' 4'. Il' 6' 2' 6' 7• 8' 4' 8' It- 9' 8• 10' 4' 13, 1' 14' 0' �1 #L 3' 10' 6' 4• 6' 7' 7' 6' 7' 9' e' It- 9' 3' 11' 9- 12'. 2' 13' I1' 14' 0' —j a Sin #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8•. 8' 91 9' 2' 11'' 7' 12, 0' 13, 91 14' 0' 03 3' 7• 4' 10' 5' 2' 6' 5' 61 i1r 8' 9' 9' 1' I0'. 1' 10, to, 13, 8' 14' 0' N D F L Stud 3' 7' 4' 10' 5' 2' 6' 51 6' lt' 8' 9' 91 1. IV 1' tol Ir 13, 8' 14' 0' Standard 3' 3' 4' 3' 4' 7• 5' 8• 6' 1• V 9' 8' 3' 8' It' 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' - 7' 2' 7' 5' a, 9. 10 6• 13' -3' 13, 9- 14' 0' 14' 0' T3 S P F #3 4' 0- 6' 7' 7' 5• B' a, to 4- 13'V 13' 7• 14' 0- 14' 0' L U Stud 4' 0' 6' T T 0' 8'. 8• l0' 4' S3 1' t3'T 14' 0' t4' 0' H F f 91 14' Or Oi-ISta#ndartl 4' 5'. T 3' T 6' 8'1l' LO T L3' S' {3' H' 14' 0' 14' 0'SP #2 4' 2' 7' 2' '7'S• i12-E91 e' 9' I 10, 6' 13' 3' 13, 9' '14' 0' 14' 0' #3 4' P - 5' It- 6' 4• 8' 5• to, 5 12, 5' 13'3- - 14' 0' 14' 0' DFL Stud 4' V S' Il' 6' 4• 8' 5' t0 5' 12, a. 13, 3- 14' 0' 14' 0' Standard 4' 0• ill3'5' 7' 7' 6f..O'2' i o' it, 9' 14. 0' 14' 0' #1 / #2 4':8' 7' 11' 8'2• 9' e' it, 6' 14' 0' 14' C' l4'0' 14, 0' SPF #3 4' S' 7' 7• 8' P 9` 6' 11' S• 14' 0' 14' 0' 14' 0' IT W U Stud 4' 5' 7'. 7' 8' 1• 9' 6' t0' 11' ll' 5•. 14' ,0' 14' 0' L4' 0' 14' 0'. H F Standard 4' 5• 6' 6' 6' 11' 8' 8'R87- 10, Il' S 3' T I4' D' 4' 0' 14' 0' X Q #1 4' to- 8' 0' 8' 3' 9'-5'11' 2' 9L 8' 14' 0' 14. 0` l9' 0' 14' 0' S P #2 4' 8' 7' It, 8' 2' 9' 4' 111 1' li' 6' 14' 0' 14' b• 14' 0' 14' 0• a 43 - 4' 6' 6' 40' 7' 3' 9' 1' 111 0' ll 6' l4. 0' 14' 0• - 14' 0' 14' 0' D F L Stud 4' 6' : 6' IL' 7' 3- 9' !' 111 0' ll' 6' - l4. 0' t4' 0' 'I4' 0' 14' 0' .. Standard4• 5• 6' 1• 6' S' 8' t' 10' ll' — ,ad. Tells. brat. opil.-rverttcd length may bedoubled when dlogonol H( brace Is used Connect diag.ndl brace for 690Ynt IL each endMox web Betotal length Is 14'.2.6 DF-L 02 orbetter diagonal Verse, length shown brace, .(note - In table .hove. or doubts cut45' I.s sown .tupper entl. to chart above for evealizi abom mwim, of nv awmg Con onwNown Ina shoe t a esymcaj ran ,*%atmn f AN RWCOMPntN ads o-a.(,a. wv f.¢un to bWld to trvaw Ind? rnn,e= rKh msuypt ). or rw mm�wi+a. ehboeso, Ffs4lon, a oeo a — A ...I tNs dre", m pap gct44 bYs dvena, Mcaa pterw a pvrnNunt erYp fgn4Mlty n Ir r 1M deals, alw tM Moddi M! all. we ebia baN,p 15089 Lokarmml mim to-' h= Ia.. ihes apewmut, of W Bmmt, swel, per AHSLrtM 1 swoa. E.MCiry, Ma fil0a6 Fee •nee Nf sen few t , ibb e t r. loseand tweet .tb onto PtPDI0 w.wolpmod .can, W1 .,ot,e tore, SeCY, .w..ewchwu t 9<rW L(6 ewwlttooml. i, A Brndng-0roup Species and Gradesi Group Ar S ruts -Pine -Fir Hen -FM pl / 02 Stantlard a2 Stua Y3 Stutl I 3 Standard D.Onto. Fir -Larch Southern Pine... S d Stutl Y3 Stonda tl Standard Group B, Hen -or YI b Btr q Dau n Flr- arch Southern Pine... sat #1 az wz 1.4 Braces shall be SRB (Stress-Rn<etl Ho.rd). '..For 1.4 So. Pine use only industrial'56 Industrht 45 Stress-Reted Boded. G..dp e vanes no ba. used with these: ratles. Gable Truss Detail Notesl Wind Load deflection criterion Is L/240. PraNde uplift connections for 135 pill over continuous hewing (5 pelf TC Dead Load). Gallia and supports (Gad from 4' 0' outlook,. with 2' V overhong, or 12' pt... od overhang. Attach 'L• braces with led (LIE8•0.0' mtn5 hoar. brace, we el III' end zones and 4' ac, between. zones. )Xwor (2) 'L• brace.. space roils at 3• oc. M Is' end zones and 6• an between zones. 'V br.cine at be . Amim n of so% of eft member length, iw less than 12' 0' • — I 4X4 w Refer to Connor Vus design fw peak, apllce, and heel plates. Refer to the Build, Designer for conditions not addressed by this detoll, TOT, LD, 60. PSF Relnfe Men G, T, Gable Detail For Let -In Verticals If web has ascab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'To braces. Brace Is 90% of member length. No 'L' or -T- race required In lieu of scab brace Gable vertical Length greater than 48' 'L' or 'T' brace required Cold Sh..twe . rcing 4 Nail ,er We us.4' SpacelN At o.c 4 No0 DelOng Gable vertical length Treater than 48' 'L' ,r 'To brace required Refer to appropriate Alpine gable detall for minimum plate sizes for vertical studs. QRefer to Engineered truss design for peak, splice, web, and heel plates. ®If Cable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Example, 2X4 2X4 4 2X8 Provide connections for uplift specified on the engineered truss design Attach each 'To reinforcing member with End Driven Nails, 10d Common (0.148'x 3.',nln) Nails at 4' o.c. plus (4) na0s In the top and bottom chords. Toenalled Nols, 10d Common (0.148'x3',min) Toenails at 4' o.c. plus (4) toenalls In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030D51014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENCID1014, AIED15ENC101014, A14015ENCIDID14, A16015ENC101.014, A18015ENC101D14, A20015ENC1D1014, A20015END10f014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENCIOIC14o A20030ENC1g1014, A2003DEND101014, A20D30PED101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'To Reinforcement Attachment Detail 'I' Reinforcing 'To Reinforcing Member Member Torn.D - or - X_ End-ne0 11 To convert from 'L' to 'T' reinforcing members, multiply 'To Increase by length (based on appropriate Alpine gable detail). Maximum .11... ble 'To reinforced gable vertical Length Is 14' from top to bottom chord. 'To reinforcing member material must match size, specle, and grade of the 'L' reinforcing member. Web Length Increase w/ 'To Brace Example, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical - 24'o.c. SP 03 'To Reinforcing Member Size = 2x4 'I' Brace Increase (From Above) = 30X = 1.30 (1) 2x4 'L' Brace Length - 8' 7' Max[run 'I' Reinforced Gable Vertical Length 1,3o x 8'7'=11'2' 'T' Relnf. Mbr, Size 'T' Increase 2X4 30 X 2X6 20 X a ��� AN rtW COMAANv I.i%%f¢klkuN Ddie EwIh Cb.M01:3045 ° nvaaxer4,, xw Alm fouw fu IGIDs a Tx1s DaAvaGl ETA lURICUll nos DRAVI G TO a1L ONCT GTO6 D4a1DI1Hi TIE DIS7.h�FAi TrwU. reghe dnion o care M Pobrbatnp. Iant Sa tl+hpbw• NtrlWw d bwW Se Refer t. eld folio. U. rior t edtbm a e 1 .fi mpg»M mr.ty Ta.rnatbn, q rv] % .V for .erety y,ke. M .d o tr rs., t, card . nwxam.. D I,.1 .1hanlud 4t, bp.m ba. per BCSL I ,`all metre rVoriy , tecnod dp I ccrnitplpe,. om ftlr attecned wou tl weariAw en,Phat a a s rmil Ivv� br..& rbitell d wr DfSwI ..e. bM P7 er 00 as mNdkaoW.. ad,ly WaU. U ...ini Cnu f true. oetl gpaaltbn a. elnm .hove and on the Jdnt Detel., , tiv R.for to dro.ap. N" .. In' et' WWerd Plate patbn.. NPbt, a wwlan of l7v DulMp D.npeneM. Iro .MII not be r..pms61. fer eny dev Iian hu a!s troebw, am rote. to b27 the emu. n a°ngarrar.ae .nm axGlrn le er r: laxdea *Pmw installation a br.cng a truc.ec A teal an the drawn, or .w..r p.0 16thg tw dre.n` beme....PmT. w arwfe.tlwal erpneerY�p respvu1 ealNy for tao doa� sl�ewu Tlr cdl.Hny and w a tMe drawQ far Cry .b+c'!ww b W n�Gq of the led Dwxl � per For la.rmatbm o. tw. ,pe•. e.nrrel ALPINE m I .mmr TPM eta t SDCN msYnd,a t< ICp ..eJ¢.aM1 w �0 "Oj'.,,) : a% a C„. Wfb f C.ng'^^.: %"� .� f +4a'% f xo anal i 3'• i �^ O; P ~ a- ^9% fl4nT6 of jY+ hB�ONPIt)aP• '"^®gl:"r _ `____..-. MAX. TOT. L➢. 60 PSF REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR. FAC. ANY MAX. SPACING 24.0' W4X4, Min. W1.5X3 Typ. 2x4 Chords W3X4, Min, x Hip Frame, 'R' Hip frame stops at plumb cut of jacks to maintain pitch continuity. ■I�i-I■ ■-�-I■ EI ■I�/.;FBI■ ■�;11,/; Nei /e IN �-IN 1■ ■I�;/;/;/;/;/;/;/;i;��IN �6� :rd11CQhI,11111MO --� Hip Framex __--__ ___ / B Bottom Chord o- Attach hip frame to flat chords of stepped hips W3X4, Min, at all overlapping points with (2) 0.131'x3.5' nails Bottom chord of hip frame to be attached to #1 hip with 0.131'x3.5` nails @ 6' o.c. maximum spacing. Hip Frame B-B Section ■ 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. 'R' Hip frame chords be may be trimmed up to 2' to fit. Intact attached. �-+-- Setback ----System Stepped Hip purlins must and properly Trusses I Use this detail for: Enclosed, Exp C, Hip Frame -provided by truss manufacturer, ASCE 7-10, ISO mph, 30' Mean Hgt, Partially or Hip frame is designed to provide bracing for flat 'top ASCE 7-10, 160 mph, 30' Mean Hgt; Partially Enclosed, Exp D, or chords of hip frame system where indicated. Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So. Pine lumber. ASCE 7-02, Residential, 140 mph, Wind TC 30' Mean Hgt, Partially Enclosed, DL=4.2 P sf, Kzt=L90 Cat II, Exp C, Structurqq� To hlo.,NVA p�nels must be properly attached directly i� Nuarlins. .a@ TMU- AN 13JBBLeMronl Oriw EanF GM. Mo 800.t5 r•r ��P ��CENSF N ,o S A E QF F HIP FRAME TE 10/01/14 WG HIPFR1801014 Valley Detail - ASCE 7-101 160 mph, Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Hot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP 413, SPF #1/#2, DF-L. #2 or better, xx Attach each valley to every supporting truss with, (2) 16d box (0,135' x 3.5') nails toe-nalled for ASCE 7-10 160 mph, 30' Mean Height, Enclosed. Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph, 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted In lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates. 3X4 12 12 Max. I- 2X4 X4 f---8-0-0 max—� 04 20-0-0 (++) Supporting trusses at 24' o.c, maximum spacing, 30' Mean Height, Enclosed, Exp. C, Kzt=1.00 Unless specifiedotherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown In DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o,c. or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified an Engineer's seated design. rxx Note that the purlin .spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chard, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', Pitched Cut Bottom Chord Valley . 2X4 04 Valle Spacing Stubbed Valley End Detail Partial Framing Plan d&L-06 At! InvaoiuvNn %Lp laiL.nom oav vw01(rurcu nwusx ras rcuvua m rLL owmarm .ammo TE aar.Wua. eaim m• av<M ma f wsT" reumre-p4.Fvntt U tt, W " , y TPPi°o.4n DC0R i . �°r q y.tl PH -!a' p 1., *M' 1.V N tell M. y4Na• to . M p o!CI mP an.a .Mu M pna•nr <tw.a: o- e.w wmiw,pp`e„� mt<pn 4ro.a MII M pvpertY .tha l�M tt1LLq L tbn Mm f p M IOH W iwFt r wb aMlt F bw Fs}nLL a . Htll «M % % R0, nWlvbM kg1Y pleb tp N f `t.a.pwr.w. c.r. man 1w z r .m. d 0.. p4cna.. Alw., . a.wRn Rv m w conppn.nt• a<w tn..wt,et M,v[pM.•W. r.. a.wmn r.a. tla. a.+.r.e..„Y r.v... m m� w ws ti �(o..e,c..leb n+vf*Pr 4 =. r.. Mw'nlv..l.apba. wmu4tLn L bro4p 4r t..,•..c, A W tlib groan wv wre• Ucbre t� anwre. Ytlotrc •dptvo of pnrvpMmlA r".°""' s�..ctv�rwv s:. u. a.a .+n... m. •�n.britr .m w. 4r w. w.no Pm' • .._.wavier a tn. ware u.cw.n P.n xmrml L "-. `\�,.� J�1- IVIA/? .� ��'` y�G .IV�S'}✓ .p � � A. 5 r E OF '. O a aP w � T R 1 TC LL 30 IC DL 20 Ik DL 10 q LL 0 TEIT. LD. 60 - 30 15 10 0 40PSF 7PSF 10 PSF 0PSF 7PSF REF VALLEY ➢ETAIL DATE 10/01/2014 DRWG V AL160101014 55 �IIRFAC.1.2Y1.33 1.15 L75 r a Piggyback .Detail ASCE 7-101 160 mph, 30'Mean Height, Enclosed, Exposure G, Kzt=1,00 160 nph Wind, 30.00 ft Mean Hgt,_ASCE 7-10, Enclosed Vol%. located anywhere Ih roof, Exp C, Vlnd DL= SO ppsf (MIA), Kzt=. Or I40 nph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed ldg• located anywhere In roof, Exp D, wind DL- 5.0 1.0psf OdN, K2tcl.0. Note, Top .chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shell provide dbgonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.q detail. Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. we Refer to Enolneer's ...led truss deslon draxinp for o10av1sock and base truss spedfimtlans: _. _... Detail A I Purlin Spacing = 24' o,c, or less 12 Lip to12�/ II II Top Chard Scab (Typlcnl Each End) Flat top chard purlins required at both ends and at 24' max o.c. spacing in between. Detail D ) Purlin Spacing > 24' o,c, piggyback cap truss slant moiled to all top chord purlln chord with (2) 3 box Halls ((I side only and secure lop chord with 2x4. 03 proof scab x side only at each end) o t' u:hed. with 2 rows of IOd box malls (0.128'x39 at 4' o.c. lat chord 12 using a minimum och Fortin f ✓2 I6d boxto the fno0 s0,135'x15). Up to 12�7 II II \\ L—TqP Chard Scab (Typicat Each End) Full Flat top chord purlins requred at I Chord Depth both ends, purlln spacing) 24' o.c, Note, if purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' mc. max. and use Detail A. . .aVNNppn b[w Axa iLLLmv ell som di Imis MA ? `U. .sD(NWNnn mfibosI IMES eRAve& To " olkleAcmRS MIXING TIE.lmrl FAS Truarsq ntrem core In rabks"'. h"M ,,.µ�p� " Ne*.W1 na bec�a, Sefir m vtl 4eU) fat.. Vw latent ad Van of &SI ®utdro Cub .t sareq inrernntra,, by TP[.ena for safety pisenevc pier m pwfa,rwp swcr fW.[tMa. Imtoae,v siWl prowu nipowry tr CYp per BCSA moor. dare `�`. �`/� V dx ma oua Hy & a e,are l mve —bong attaa..e {Iwm—n at p<wr mmm odxftxA Inw a properly a<mchea �tq a6Ny l�Ibns fbm far pr,wa,d y p mtwN< ar .rta .1 few trod.p ke as a per C<I uetLn. m. ST w SIU. o. applmWa. GRav plate m eat, vacs r aw. e,d as amva `v:r.r xW .w,e petaas. raven now o:1 N N4 fllt'COMMtN I-p a st ee a<.%+ Iau-z fQ elaaawa pate poeebns l6 xµ», p uwlaa a fIv mam,w car.pm,eata crop Inc u,au ,et b. riwai,astr far wY petal efrw Min No.Na, a,ry roSw m bM Vv truss N canformnu .IM NISVTPI 1, m fa, hortlN i ? ATl NatalNtM h bcchq a Irvna. A .senalNam MY. cws , er cewr pope axempn tNe ara.l,y Mca<ea a bxxe ef pafesMvet y. +%ge✓ �t ®fl rx onY atructvpe�b t�fesrnypassaSllY a Nw 8WdM1 p.sbhor Mr M#VIPS 1 sesm theb'•s9 3 1300g Lakeiranlprin EarIM1 C'rry,MO &b45 fm tor. Niarwtbn ne Yaa ,bb'a p.rcrol imtas poet and m.n AU. 4P S Na e .. plpp® nsnlpNdpsenl IPA w.atpbatapl 26CM msb[NWctrydpI 6P mXsaofeap 4At OF Piggyback cap truss slant malted to all top chord purlln bracing with (2) 16d box mats (11135'x159 and secure top chord with 2x4 03 grade scab U side only at each end) attached with 2 rows of IDtl box nails (0.128'x3') at 4' o.c. Attach purin trading to the fiat top chord using (2) l6d box nails 00.135'x3.59. The top chord 03 grade 2x4 scab may be replaced with either of the following, (1) 3K8 Trulox plate attached with (8) 0.120'4.375' naps, (4) Into cap TC k (4) Into be" truss TC or (D 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'x1.375' nulls. Note, Wthg thre holes of wave plate Is acceptable. e In addition, provide connection with one of the fallowing methods, Trulox Use 3%8 Trulox plates For 2x4 .chord member; and 3KI0 Trulox plates for 2x6 and larger chord members. Attach to each face 2 8' o.c. with (4) 0.120'x1.375' nails Into cap bottom chord and (4) In base truss top chard. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'%B'x7/16' (niN APA rated sheathn ussets (0.113 x2a) e)nails per gusset , (4) in(eQ p bottom chord and (4) In base truss top chord Gussets nay be staggered 4' o.c. front to back faces. 2.4 Vertical Scabs. z4 SPF 02, full chord depth scabs (each face). Attach 2 8' ac. with (6) 10d has nails Per scab, (3) In cap bottom chord and (3)In base truss tap chord Scabs may be staggered 9' a.e, front to back fates. 28PB Wave. Ploavbock Plate One 28PB wave pl gyback plate to each face gg 8' o.a Attach teeth to Plot at tine of inbrlcation. Attach to supporting truss with (4) 0.120'xl.375' ..It. per face per pl . Piggyback plates may be staggered 4� o.c. front to back faces. 24.0' PIGGYBACK 1➢RWG PB160101014 I CLR Reinforcing Member Substitution This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired. Notes: This detall Is only applicable for changing: the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement, Alternative reinforcement specified in chart below may be conservative.. For minimum alternative reinforcement, re -run designwith appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 I-2x6 2x6 2 rows 2x6 2-2x400 2x3 '1 row 2x6 1-2xe 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 face of web. Apply (1) scab to each faceof web. Ili=ULSU—UU VIA "•(.e m AN RWCOMMNY a s tro. eamiata 13i89 La'w4cnla ve foe any i Earn cM.No twos � n m ananyy emPmmta f to DiwC Mt trui. M a1 4/v5it9. eae. uaexa sty mar fa tn. e.� Mr �e.penffiBISy oP Vw T-Reinforcement or L--Reinforcement,. Apply to either side of web narrow face. Attach with lUd (0.128'x3.0',min) nalls at 6' o.c.Reinforcing member Is a minimum 80'L of web member length. D=f Scab Reinforcement: Apply scob(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.l28'x3,0',nin) nalls at 6' o.c.. Reinforcing member Is a minimum 80% of web member length.: T-Reinf.or L=Reinf. Scab ' "%., 9A/2%y SF , bP. 611, .(fe. _� TC LL PSF TC. DL PSF C DL PSF C LL PSF -OT. LD. PSF REF CLR Subst, DATE 10/01/14 DRWG BRCLBSUB1014 DUR, FAC. r V A Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load or web member, This design Is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum malting 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 length<s) = (2)(L) + (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. Not. Into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nall using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail Is limited to Visual. grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair tletail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tle-In. loads. S L 4' o c �Typico. a O O O 0 O O O �. 2' F- Stagger + = Back Face 10d Box (0.128' x 3', min) Nails, O= Front Face 2x6 Member - Triple Row SStaggere- Nail Spacing Detail ul�rto�rFs�w AN IiW COMPANY ee:wmu .w.iy ro- w a +vaee onvv fo- °ey s�r.c— e.e rrcywameny or' ie EvNaM.o MO8LIJ5 PIPeewle Mfmwd M. °n cea bH .W pMltacowf tPU eAfpMs! Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 24• 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 23650 3125# 3575# Web or Chord 2x4 36, 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 43951f 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# S ✓L NN un B \ L m°tance MSTN1fPS one. Beso- to am � �.P \,\C+E.JVij+�,. !L�ti•'�>. .ay w°�mit�'ewf No. a natramt ar .ws e[ to qcl. f°Ce' /d' f• k levktbn f°a� °ea:a�B.•�.moo-o. .A 9n_ E OF 'nCnr.,nP ,kr`;�: W44 go, III L L F MEMBER REPAIR TE 10/01/14 STANDARD BOTTOM CHORD FALSE FRAME DETAILS LENGTH T0TRIM FILLER EXISTING FILLER, '�—•-{ SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, USE k2 OR BETTER (1450f FOR MSR) MATERIAL. FOR FALSE FRAME CHORDS. USE N3 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). OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND SEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A D FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE IE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM .CHI SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRA AT '10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED LY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR :TIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AN TYCOMAVIY IM9LaYefiml o,N UM City, MO OUS r.�e v�roulu'��NSViP14 �P THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND. ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND 10PSF MAX, CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET DO NOT USE THIS DETAIL FORS 1. STRUCTURAL BEARINGS UNDER THE FALSE FRAME <NOT PARTITION 2. INTERIOR BEARINGS AT ANY LOCATION ON THE 'TRUSS. 3. LOADS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME, 4. DRAG LOADS CONNECTED TO THE FALSE FRAME. 5. TOP CHORD APPLIED FALSE FRAMES. 6. LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL. 7. VERTICALS SPACED APART MORE THAN PANEL POINTS (IF)4'-0'). ,8. FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. MAY - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT. - IF NEEDED, A. 2x4 FALSE. FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN PLACE FALSE FRA;lE CHORD IN -PLANE WITH THE TRUSS. CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3> 10d BOX (0.128'0') 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 8d NAILS (0.113x2.5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0.120') xl.375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). 'IF NEEDED, THE. FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). _.. ��GE�SF ATE OF 0RSOj 0 BC FILL 10/01/14 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 = 1.00. wind TC DL=4.2 psf, wind BC DL=6.0 psf, Kzt = 1,00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3,0', min) naps at 8' o,c plus clusters of four nails where shown in figure below (x), NOTE, #2 is the minimum lumber grade allowed for all species. NOTE] Add 210# upUft (max.) to reported truss upilft for wall connections. 12 2 T❑ 12� 3L ( a1 L 24' MAXIMUM ttttgit11114i45iWtif� f .Gomuirwvfo fwaai It¢s mtvuc m Gu frrtF,tcma Ixawam tl¢ ixnutms TrvG... rewPe e.o-.ne t.re 6 fmft.a Mmwc, ai M wtawo .ne bocYq x.f.r tom S \� Z % TOTAL TOP CHORD QENS �''� LOAD NOT TO REF 2X4 SCAB O,H, DATE l0/Ol/14 febG fM WG.A .tllYm er Wn ®uldry Cbymvnt Wet Nfarratbn. by TPf',b Y&.'u far G.r tr tm4 IIKIML WLGI4fG b b' FLSL \\ F rx- EXCEED 40 PSF +(DEAD DRWO OHSCB2X43014 iCdCM pW to perfa+rAp lMli yIVYWe p„ G.'. roee .tMv.x., t.P Gtrre Gwi My r.wnv.tmw.e .l.ntww .wOfOro.'iwn°.�,�mtlm„we iGvw `��Q� _ No, PLUS LIVE) rrr��1 a �� 2 mwi Mn . Fr.Pnlr atlGwe . L m,. tm.n v Perron..! ,.Gnan<.r ..tz wu mw ern nrt.ua orr psi iiic as n wt .s wgW.el.. Ip� ma m wa f I trvcC .m podtM . I,on1 ah.vG .m tM hYit ptn. uM. G role! oM1l[e. RMer Ion 1 R IL�r ' <o b.WFf 16FG-i v<amwtl Olu�e 0 itbnG RtpFG, i Tbbn of RV &,0.tllna Cmpaunt GwW IrK ita. t be wpancrolG for any Gevlotbn f ' Cu AT OF nri I7W OOMP1 tNf bpAip. aM FpAve b bAtl Ne iry a N wMarnence kh rNi/IPI Ir d' fP GentllNp, lNppFp t. i .Q V �' �4 Ystellotbn 4 bwcYq of trufnL e E..1 •, tm ar..+u .r m... P^GF u,na ax en.b: nmmtw e.xgW,L..r v.reLww "�Ph":: �'"NAI���\tt` :(�; 9Q 0li\� �, 1.24.2s i �r„ Mos°�as SPACING. r .. .. o End Jack. EJ¢ 12 (2) 16d TOE NAILS O VARIES,�j7 SCISSORS BOTTOM CORD N eveled Jack BJOPTIONAL 01FOR (2) 16d TOE NAILS ON DETAIL (ed). -0-0 MAX. SPAN L. GUN NAILS m LOCATION TYPICAL END JACK (EJ) OP & BOTTOM N.T.S. c&CG 2%4 SYP Nailer 16" Long Got*l e'-0' MAX, Top. & Bottom use 16d j10 Nails 4" O.C. staggered TYPICAL CORNER SET ... _. LAYOUT N.T.S. OPTIONAL WEB CONnGURATION yARIES I �12 - (4) 16d NAILS See Connection. Detail t2 MUES r,% ✓� © (4) 16d 'NAILS See Connection Detail .� OPTIONAL Wm CONRCURATION - 3%4 � (4) 16d NAILS See Connection Detail 1'1-3-12 MAX. SPAN 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) TYPICAL CORNER JACK (CJ) N.T.S. N,T.S. TYPICAL CORIVE SST INSTALLATION TYPICAL L06NG (P.S.F.) F �• �J P A S •. N� �� C N •'�„ ntri sxiNclxs: •r' TOP LNE LOAD: 20 20 :' MANUEL MARTINEZ, P.E. TOP DEAD LOAD(( BOTTOM DEAD LOAD: 15 7 10 10� :No FLORIDA REGISTERED ENGINEER TOTAL: STRESS 45 37 INC 1.25 1.25 _ -�, t'i ¢� LICENSE # PE 47182 WIND DESIGN: MV. 160 MPH PER s� STATE OF 4/ Z ASCE 7-10 MAX 24 O.C. i g ••WARNING•. Read & Follow all notes an this drawing. Fumish this drawing to all antractone Including the installers. 'd�B SIO ••••�. ��\\\`