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HomeMy WebLinkAboutTrusso' f 30•-8" ,_¢^ CJ1 I CJ1 EJ66 r TT CJ3 CO CJS CJ5 ASA N A7A N A6A N AS N A4 N A3 N A2 N N N a N N E�`7 A2 O O N A3 n a N A¢ Q N AS a N A6 N A7 N A8 RECEIVED N N a � N a N APR j g a m u0J 6 DO N N I ST• LUCI@ COUntY, -It N Pc "Initting ez c1 N N BS C2 N o_ N 134 �hNjO E REVIEWED H� DO e CJ36 CJ36 2nD ?� CJA y I E`" CJ16 CJ16 • E `dal N r G t-L L AIA-cU li I®T F DIP m m EJ56 fO 1O H n � U U F�5 9E9 20' 3._8" I 0' NVCR QEFILUUL m BFAFANO NEmmT SON, IN® IMB) OIIFn6 II.YILkItl N£ IEa'1.ra w® ©TUTe xu5m ©Tw1e ®.8:— B _4 ®17EyET Ilwm OI nemm BC6 I Ora OJ A U ® O'—O- ,RDI ©�.0 EB.E, ® 0,-0" EBiy n®-a t BLwvLL FACIA! APPROVED TRUSS ANCHOR BY BUII➢ER V4 MINIMUM TOP AND BOTTOM CHORDS PWMB CUT OVERHAND 12 1 6i/ l/ �' I/ $^ 120 1r-0" BRG. UNLESS NOT OTHERWISE TYPICAL TRUSS END Ill WADING IS 24' O.C. EDCEPT AS SHONN. 00 NOT WT OR ALTER MSEES "MOIJT AUTHORIUMIN .0. MIS OFR IRIS OFFICE MUST BE NOTFlEO WMSI 10 DAIS OF SHIPMENT OF ANY BROION COMPONENTS AND/OR MISS'D PIEOES NO BAIXCHARGEE MLL BE MWORFo. WARNING �w O¢IiW xO,w ltmx"xipA^w o Aoi n¢ _ M2Yw(IwN�"N.YMSIF. raw" wNu" u" a"x""ws No"w'nw"e ""w"^"w"�wr wAow "w� wr w wwo® a ewwo.00, w.sa ev.""...w �� l®�nl rw nwnmi wo"uiw T 6 . RE4 .IY C ..'.....RNER DR IRGYIER ro PRONOE AN APPNWLAIE cOg6"m FOR TRN$ 10 aW%IIIIN sn�VLNP£ RA RFAL11p6 91o'NI a lgllSy NMNE[PoNG 9£GK LpppAAnd2 FOR..... EWYYpf V9/pi PWYONC fM'0 ¶IpR COA"lELnp6) W M. RACE MT BE wAGV.W M SY OYLOpf ON A"D' MIS I MT 'WUt ro FNRDnZ. iM5 OA6.Wr R A . YAXU.MRISI nN� U.4 MSES M WIfD ro TIDY LEmBBID w rICA - %5 R . RE8'ADUTZ'. ACWIPXflr. IT ol5'I.VYs Wr flf5PDX9eWpFS ANo/pf uAHUr, FPl n1E LM31p1IrnW R .pUwx4 ogV101E wDllowL n2 u6fALAna Al9 WAO4 T IIUISSEe wNViA4T1.0L BY lqe ILIIPMry. mw aoumlx wu AaaowmDe p AumaRunax m RROLssn wm FAeRunrx. T wrmluTlw rc Au oNpaas Axo manor¢ walPlxs rAu RDDNM D. PIMA I'. NORD, OMIO VN4 CERI N4 ElG 3) SOARES wu LE YAOE M e1RwT ACCOip 1 . N ma Tw15S urour. A) NAIn R.w Arm NmmOsrum Au xoRs um rAm+wGs ox TIa RAa ANo A.�x m a Bouxo O TNEM. 9LVf0 ,1 E DAM ISVl61Ffl lIM3 WI DAIS WNK 1rN4 91P OA1E IS D. ON OM..T Cryyinr Sp®L52 ) c �ane s4 - 01 tS, ttt Bow u+oEPEBBDEBICE Blw �� ROVElAND R 341B8 MCE_] 429-8429 ® C( 7111111110 RANEY COMPONENTS JEqnt7 19900 Independence Blvd. Groveland, FI 34736 nponents, uc one: (352)429-9429 • (352)42M304 • Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS0057A Printed: Thu, Oct 10 2019 —Job Information: Adams: Customer Nama: Croekside Lot 57/A EDRName and License Numler. DR Horton 3210 Trinity Cir Duscdpdon: C/fy, swfe, ZIP: 1756-Eastham A Fort Pierce, FL Loading Information: Roorl.oeds: Flow Loads: TC Lire: no Dead. BC Lim BCUeed: rCLlve: I TCDwd: BC Live: BC Dead: 20 7 0 10 20 1 7 0 10 Bldg.Coda: Wlndsld: Wlndspead: Bldg. Uswgo: Building Typo. Metro.. FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M Pages or sheets mvemd by this seal from: 1 thru 35 Total 35 0 DESCRIPTION SEQNO # DESCRIPTION SEQNO 9 DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A2 3 A3 4 A4 5 As fi As 7 ABA a A7 9 A7A 1D AS 11 ASA 12 B1 13 B2 14 B3 is B4 18 C1 17 CIA is C2 19 MV1 20 MV2 21 E W 22 J88 23 Jam 24 EJ% 25 cis 28 CJA 27 Me 28 CJ38 29 Cis 3D CJ18 31 CA 32 Wfi8 33 Hiss 34 WA 35 WB Digitally signed by �`�•••� �nue� Manuel Martinez *�.; Ma 0i798Q %� 44It i n e ate 2019.10.11 10:5 f-.10 -04 00 Urc 9•, STATE OF � s>x�a.rG `e aootsasersw3oxxAooece79mmf9 FIVE COPY • wNwTn[e•m,epWrNHiq D W p�.LLN1IDIMbCeelbwA,W.GV. 6iAWOR/.tML 1ffi2{tgbdtlaLuueaeN AWE1 b O.3v14aMLTWIfCL advmk Page 1 of 1 SEQN: 704727/T34/COMN Ply:t Job Number. 36CS0057A FROM:70 Qty:S 1756-Eastham A/DR Horton/1756-Eastham A,DR Horton DRW: Wilt 212.8 [be Tmss Label: Al / ... 10/10/2019 TZ-15 10' 4 13'e'S 20' 28RI 29'1112 32 1 4D 7715 ) 29'S I 3'8-t I 8'3-tt F 63.11 I 3.8.1 275+ T2°75 � 1f2X4 a4Xfl 3'W a3X10=3X4=4X6 D2X4 SEAT PLATE RED. SEATPIATEREO. 1' T79 d'10'13 t'4' 3 8'T 67'3 1'4-{3 410°13 T79 1' F , 1 A + 12' i13'•4 3 20 + 2879 +28 32'10.13 + 4'0 + � Loading Criteria (psf) Wind Critoria TCLL: 20.00 Wind SW: ASCE7-10 TCDL 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCOL: 10.00 Risk Category: ll EXP: C Kzt NA Des Ld: 37.00 Mean Height 15.00 R NCBCLL: 10.00 TCDL: 4.2 psi Soffit 2.00 BCDL: 5.0 psi Load Duration: 1.25 -MWFRS Parallel Dist h to 2h Spacing: 24.0" CBC Dist a: 4.00 it Loc. from endwall: not in 13.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bol chord 2x4 SP 91 Webs 2z4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or lx4 03SRB SPFS or better "T" minfomement 80°% length of web member. Attached with 8d Box or Gun (D.113")2.5°,mm.)naiIs @ 6° oc. Wind Member design based on both MWFRS and CBC. I 1 Snow Criteria (Pg,Pfin PSF) DeR/CSl Criteria ♦ Maximum Reactions [[be) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L#f Gravity Non -Gravity Pt NA Ce: NA VERT(LL): 0.214 O 999 240 Lee Rt I R. / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.398 O 999 180 B 1563 /- /- /923 /333 M" Snow Duration: NA HORZ(LL): 0.082 L - - J 1563 /- /- 1923 1333 /- HORZ(TL): 0.152 L - - Wind reactions based on MWFRS Code / Miso Criteria Creep Factor. 2.0 B Brg Width = 8.0 Min Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.439 J Brg Width = 8.0 Min Req = 1.8 TPI Sid: 2014 Max BC CSI: 0.547 Bearings B & J am a rigid surface. Rep Fee: Yes Max Web CSI: 0.846 Bearings B S J require a seat plate. FT/RT:20(0)/10(0) Mfg Speed Camber. Maximum Top Chord Forces Per Ply (fbe) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEWVer. 18.02.01A.0205.20 A-B 23 0 F-G 1226 -2013 B - C 1699 .3225 G - H 1468 .2581 C-D 1456-2641 H-1 1456 -2641 D-E 1468.2581 I-J 1700 -3225 E-F 1226-2013 J-K 23 0 Maximum Bat Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. B-R 2913-1434 O-N 2359 -1113 • R-Q 2910-1434 N-M 2910 -1438 Q-P 2910-1434 M-L 2910 -1438 P-0 2359-1089 L-J 2913 -1438 Mastiatlsnm+rrirrr Webs T Forces Webs Tens.Comp. Per Ply Qha) Webs Tens. Comp. •�EMsti��/��I b� �1S �i R-C 257 -9 O-G 4e9 -760 No 047182 • C-P 382 -594 G-N 447 -169 �*• P-E 447 .169 N-1 382 -594 * E-O 489 -760 I-L 257 .10 ! F-O 1151 -6m OF STATE 40015458TBSD�90lCA4DECE T96em F9 nth. u. M r W i m d m� amra , rat a w t wm�•.auneau+.nnwm�.arfaMm°wm �m wf umvexknm°rmuN aYeDm 4en•vaz aAm. �nty am/mnrnn,.ua auiahga61111y r 1� r SEON: 712362/T1/HIPS Ply:t I Job Number. 36CS0057A FROM: JAR Oty:2 1756-Eastham A/DR Horton /1756-Eastham A,DR Horton DRW: Wirt: 238.0 lbs I Truss Label: A2 I ... / ... 10/10/2019 f_ T2"15 90"4} +1G" 1 6371 I 2971"12I '9"1 2°5 32411 387 2T5 F —� 7295 _-5X6 s5X8 F G i 1 MR4 E4X6E3X4 =31(4E3X4E3X4 a3X4E4X6 M2X4 SEAT PIATE REQ. F1'+ 7'1°3 + 4'10"13 T1"3 72' 40' I14"i3 51"3 _ 16°I 519 F7'4°73 13'4 3 78'6" 26' 267M 2a' F I'S 4'70"73 F T1"3 32'70"13 40' SEAT PIAT REQ. +1'� Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg.Pf in PSF) Dog/CS1 Criteria ♦Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-70 Pg: NA Ct NA CAT: NA PP Deflection in loc Udell L/# Gravity Non-Gmv'dy TCDL: 7.00 Speed: 160 mph Pt NA Cc: NA VERT(LL): 0.208 P 999 240 Loa R+ /R. / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.388 P 999 160 B 1563 A A /927 1339 /321 BCDL: ID.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.081 M - - K 1563 /- /- /927 1339 /- Des Ld: 37.00 E XP: C Kzt NA HORZ(TL): 0.150 M - - Wind reactions hosed on MWFRS NCBCLL: 10.00 Mean Height 15.00 it Code / Mina Criteria Creep Factor. 2.0 B Big Width = 8.0 Min Req = 1.8 Soffit 2.00 TCDL: 4.2 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.430 K B Width = 8.0 rg Min Re q = 1.8 Load Duration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist h to 2h Sid: 2014 Max CSI: 0.766 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Spacing: 24.0" C&C Dist it Re We Rep Fac: Yes Max Web CSI: endwa Loc. from endwall: not in 9.00 R FT/RT:20(0)/1 D(0) Mfg Specified Cambei: Camber. Maximum Top Chord Fames Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEWVer. 18.02.01A.0205.20 A-B 23 0 G-H 1343 -2124 Lumber 11B-C 1756-32Z7 H-I 1530 -2577 C-D 1518-2637 I-J 1518 -2637 Top chord 2x45P#1 D-E 1531 -2577 J-K 1757 -3227 Bot chord 2x4 SP#1 E-F 1342-2124 K-L 23 0 Webs 2x4 SP 93 F-G 1285-1911 Wind Member design based on both MWFRS and C&C. Maximum Rot Chard Forces Per Ply (Iba) Chords Tens.Comp. Chords Tens. Comp. B-U 2916-1487 0-P 1905 -886 U-T 2912-1487 P-0 2354 .1180 T-S 2912-1487 O-N 2912 -1511 pA S-R 2354-1155 N-M 2912 -1511 1t1,t MA R -0 1905 -866 M - K 2916 .1511 ,1�h�. "\i1En!$•x• �I�, •+ �� Maximum Web Forces Per Ply(lbs) e�C,r•�'" Webs Tens.Comp. Webs Tens. Comp. No Od7102 : U-C 261 -8 0-G 211 -199 �*�••*, �. .m. C-S 383 -603 G-P 570 -325 •"„�� S-E 433 -172 P-H 455 -693 •°,+®` i9•. cuT{tTE Q w E-R 455 -693 H-O 433 -172 F - R 570 -325 O - J 383 .603 �i Qw••:'aJ .n'...a Ty i\"C ��' F-0 211 -199 J-M 251 -9 a4msass7sm3oscxAaOece msam rs. niaucEeaiwim� mm,muee�umwe»W.�uw� ��y uuau�vonue. xYvmlap.rbea4crueeuw•naamve�.SN �m1:1 W Jaf✓4I Km.watatWwLuulMwtelm Waiavaru mo6t. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ulm extreme care in fabricating, handling shieping, installing and bracing.Refer to and follow the latest E Safety Information, by TPI an 7 SBCA) ray safety practices prior to performing these functions. Installers: BCSI. Unless noted otherwise,top Chord shall have propedy attached structural sheathing end bottom chE CcCc. ceiling. Locehons shown for permanent lateral restraint of webs shall have bracing inslalled per BC51 s . ADD V elates to each face of tmss and position as shown above and on the Joinf Details. unless note nary ompanrnn. w Job Number 36CS0057A FROM: JAH 39/T28/HIPS Qty 2 I1756-EasthamA DR Horton/1756-Eastham A,DR Horton DRW: Wgt: 247.81bs Truss Label: A3 / ... 10/10/2019 1 T2F05.4� 8°5 I 6'6+ 2'0'° + ° F'3"11 1) 29111"12 1 397 in 971 383'826913e2.95 T2'152'15 20933e1 2 e5X8 113X4 =5X6 F G H 103X4 agX6=3X4 =3X4 =3X8 r=3X4 =3X4=4X6 1113X4 SEAT SEAT PLATE REQ. 1' F 7'1°3 4'10"13 7'1"3 + 1�'413 1'4°}3 _ 3'8° 31"3 20' �I 3'6' 3'1°3 238" + 267"3 �141r3 1 4'10'13 T1"3 32'10°13 F0, 1' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,P(in PSF) DeN/CS1 Criteria ♦ Maximum Reactions jibs) TOLL: 20.00 Wind Std: ASCE 7-1D Pg: NA Ct: NA CAT: NA PP Deflection in loc L/de0 Us Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf. NA Cc: NA VERT(LQ: 0.210 G 999 240 Loc R+ ! R- / Rh / Rw ! U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CQ: 0.391 G 999 180 B 1563 /- /- /929 1346 1290 BCDL: 10.00 Risk Category: II Snow DumBon: NA HORZ(LQ: 0.080 N - - L 1563 A !- /929 134E /- Des Ltl: 37.00 EXP: C Kzt NA HORZ (TL): 0.149 N - - Wind reactions based on MWFRS NCBCLL: 70.00 Mean Height 15.00 ft Code / Mica Criteria Creep Factor. 2.0 B Brg Width =8.0 Min Rea = 1.8 Soffit: 2.00 TCDL: 4.2 pat Bldg Cade: FBC 2017 RES Maz TC CSI: 0.441 L B Width Min Re 1.8 q = Load Duration: 1.25 BCDL: 5.0 psi P TPI Sfd: 2014 Max BC CSI: 0.542 Bearings B & L are arigid surface. MWFRS Parallel Dist h to 2h Bearings B & L require a seat plate. Spacing: 24.0 " C&C Dist a: 4.00 it Rep Fac: Yes Max Web CSI: 0.590 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 It FT1RT:20(0u10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEWVer. 18.02.01A.0205.20 A-B 23 0 G-H 1433 .2147 Lumber B-C 1804.3230 H-1 1492 -2294 C-D 1569-2632 I-J 1581 -2572 Top chord 2x4 SP #1 D - E 1581 .2572 J - K 1569 -2632 Bat chord 2x4 SP #1 E - F 7492 -2294 K - L 1803 -3230 Webs Zx4 SP #3 F-G 1433-2147 L-M 23 0 Wind Member design based on both MWFRS and C&C. Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-V 2919-1540 R-Q 2075 -1033 V - U 2915 .1540 Q - P 2348 -1224 U-T 2915-1540 P-0 2915 -1564 T-S 2348-1200 O-N 2915 -1564 ipSUifllr/i use. Ji. S-R 2075-10DB N-L 2919 -1564 Maximum Web Fames Per Ply (Ibs) • T� •� Webs Tens.Comp. Webs Tens. Comp. �D o471 * w V-C 266 -8 R-H 239 -166 C-T 388 -614 H-Q 593 -383 T-E 402 -172 Q-1 428 -609 STATEE-S 428 -609 I-P 402 -172 (�� F-S 593 -383 P-K 389 -614 �(i`�,, K-N 266 -10 G-R 189 -202 .. mmse sale sowxxa4oe oe 7s4a m rs. ueiennanmraG°. mme.rpna uue�.«.crrnwm.ew.ew,naa w ua s.rr.neaceum.en..n r.,vm a..rbmrwc THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS build the «ndy OM4rllne.nf,.0 r — r SEQN, 704744/T12/HIPS Ply:i Jab Number. 36CS0057A FROM: JAM Oly:2 1756-Eastham A/DR Horton/1756-Eastham A, DR Horton DRW: Wit: 232.41bs Trims Label: A4 / ... 10/10/2019 i 7'2'15 '119 S6'4 941 568' 6 '11 31 —3101 Tg15 O 05XB 1113X4 si c r u n m 1 g3X4 =4X6=3X4=3X4 =3X8 =3X4=3X4=4X8 113X4 SFAT PLATE REQ. SEAT PLATE REO. 4V 1' T1'3 4'1O'l3 1'4'}3 5'6- 5'6' 1.1" 4'10'13 T7'3 1' F + T7 3 12' �7 4 1,�1 M. 256' 6' � 4 }�3 32'1P13 F 40' 1� e Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pt in PSF) DDR/CSI Criteria ♦Maximum Reactions (the) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl U# Gravity Non-Grsviy TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.221 G 999 240 Lac R+ / R- 1 Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.412 G 999 180 B 1563 /- A 1926 1396 /258 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.081 N - - L 1563 /- A /926 /396 /- Des EXP' C Kzt NA HOR ). 0.151 N - - Wind reactions based on MWFRS .00 NCDCLL: 10.00 Mean Height 15.00 R Coda / Miec Criteria Creepp Factor. 2.0 B Brg Width = B.0 Min Req = 1.8 SOIui: 2.00 TCDL: 4.2 pat Bldg Code: FBC 2017 RES MaxTC CSI: 0.447 L B Width re Min Re 1.8 q = BCDL: 5.0 list P Bearings B & L ere arigid s Load Duration: 1.25 MWFRS Parallel Dist h to 2h TPI Std: 2014 Maz BC CSI: 0.543 Bearings B & L require a sealat plate. Spacing: 24.0" C&C Dist a: 4.00 R Rep Fac: Yes Max Web CSI: 0.591 Loc. from endwall: not in 9.00 ft FT/RT:20(Oy10(0) Mfg Specked Camber. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Dumbon: 1.60 WAVE VIEWVer. 18.02.01A.0205.20 A-B 23 0 G-H 1607 -2457 Lumber .B-C 1647-3230 H-1 1661 -2483 C-D 1593-2631 I-J 1612 -2611 Tap chord 2x4 SP#1 D-E 1612 -2610 J-K 1592 -2631 Bot chord 2x4 SP#i E-F 1661-2483 K-L 1046 -3230 Webs 2x4 SP#3 F-G 1607-2457 L-M 23 0 Wind Member design based on both MWFRS and C&C. Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-V 2919-1581 R-Q 2268 -1179 V-U 2915.1581 Q-P 2348 -1248 U-T 2915-1581 P-0 2915 -1605 \ttll9N/#t� T-S 2348.1223 O-N 2915 -1605 .at\— as.— #A- S-R 225E-1164 N-L 2919 -1605 \1j= S • �� Maximum Web Fames Per Ply (Ibs) _Y' ! Webs Tens.Comp. Webs Tens. Comp. Poo 047162 t �.* V-C 266 -9 R-H 286 -199 C-T 391 -615 H-0 608 .479 T-E 346 -157 Q-1 463 -539 STATE- QF E-S 463 -539 I-P 346 -157 F-S 608 .478 P-K 390 -615 p:'�. • F-R 286 -199 K-N 256 -11 G-R 258 -311 40m5x 56265D909L]CRIDE GE ]960 Fe F9 aonbtuwexvaev.mreyae m uaeMvvaus=�, Pt pl ec briiii n � DM Yo"�.YM qya U W i tR MMOOtw m.:l ry4t:24pYINtlnfounvBrvrM®.YO:.n6symlm! wbil W 6+Y6i�e4euuYnabmrt4 Wtlwp(atr%i2 DRAW NG TO ALL to as INSTALLERS nry omywneurs. u< Number. 36CS0057A FROM: JAH 48lT26/HIPS . Oty:12 1756-Eastham A/DR Horton/1756-Eastham A,DR Horton DRW: Wat: 197.4 lax I Truss Label: A5 ... / ... 10/1012019 7'2°75 12'6" 20' 27'6" 32'9"1 40' T2'15 + 53"1 T6" -~ T6° + S3°7 + T2°15 a5%8 012X4 ai5X8 D E F T ,2 5 p w 03X4C C'oi3X4 m E4X6rA2) B H.4X8(A2) M A P ON— M LKicJ 102X4 ss4X6 =-3X8 =3X4 012X4 SEAT PLATE REQ. SEAT PLATE REQ. 40' 1' 7'1"3 4'10"13 6' T6' T6" 6" 410°73 7'1"3 1' F 7'19 12' 6° 20 27'6' 3Y10"13 40 Loading Criteria (ps0 Wind Criteria Snow Criteria (Poo in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pt NA Cc: NA BCLL: 0.00 Enclosure: Closed LL: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Kzt NA Des Ld: 37.00 Mean Height 15.00 R NCBCLL: 10.00 TCDL: 4.2 Pat Code l Mise Criteria Soffit: 2.00 BCDL: 5.0 Pat Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist h2 to h TPI Std: 2014 Spacing: 24.0" CBC Dist a: 4.00 It Rep Fac: Yes Loc. from endwall: not in 9.00 R FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Sot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and CBC DeNCSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.245 E 999 240 VERT(CL): 0.456 E 999 180 HORZ(LL): 0.082 J - - HORZ(TL): 0.152 J - - Creep Factor. 20 Max TC CSI: 0.515 Max BC CSI: a.634 Max Web CSI: 0.512 Mfg Specified Camber. VIEW Ver. 18.02.01A.020520 No 047182 '. k *� 1§ STATE OF GOM595affi SD909Cx:AaOE OE]968 F4F9 wm�wn=xgt�ear uurapw+w ranua, TALL NmI{MO1aLiR6fiibY14Yi9! Y41 atl�Ws- mr t«grsamaauu.eumemim�mmaasP»n.�urba ,mu. W11�M[Nolenm#,Ra[w.o-vmwnraxe,m� THIS DRAWING TO ALL THEINSTALLERS T n YI 1 ♦Maximum Reactions (Ibs) Gravity Non-Gmvdy Loc R+ /R- /Rh !Rw /U /RL B 1563 /- /- /919 r727 227 H 1563 /- /- 1919 R27 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.8 H 3rg Width = 8.0 Min Req = 1.8 Bearings B 8 H am a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 E-F 1845 -2884 B-C 1878-3210 F-G 1682 -2717 C -D 1682-2717 G-H 1978 -3210 D-E 180.5-28M H-1 23 D Maximum Bat Chord Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-P 2898-1608 M-L 2457 -1325 P-0 2894-1608 L-K 2894 -1633 O-N 2894-1608 K-J 2894 -1633 N-M 2457-1301 J-H 2898 -1633 Maximum Web Fames Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 229 .10 M - F 522 -334 C-N 354 -SO4 F-L 439 -182 D-N 439 .182 L-G 354 -SO4 D-M 522 -334 G-J 229 -11 E-M 355 -443 build the ar pa e„ sui bd9ty rrnry nmpnaznrs.- SEQN: 7047551 T2/ HIPS Ply:1 Jab Number. 36CS0057A FROM: JAH City:1 1756-Eastham A/DR Horton/1756-Eastham A,DR Horton DRW: Wgt 219.8 Ibs Truss Label: A6 ... / ... 10/10/2019 T215 10'6' 1TO'S 20' 22'11'11 29'8" 32'9"1 4(Y F T2'15 3'3°1 I T2'15 12 T . m l �r SEAT PLATE REQ. Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 SCLL 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit 2.aa Load Duration: 1.25 Spacing: 24.0" Top chord 2x4 SP 01 Sot chord 2x4 SP #1 Webs 2x4 SP #3 =SXB =3X4 =5X6 =3X4 -SXB D E F G H 102X4 3X4=4X6 =3X4 -3X8 =3X4 =4X6=30 012X4 SEATPIATEREQ. 3'40'fi13 1r 4'8'13 '377'1733 7' F 3t 23333 4'8'13 1'6' I 3 13 H16'8°13 20'3, 84-13 4T0 3ZIW1a ' Wind Criteria Wnd Std: ASCE 7-10 Speed: 16a 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: h/2 to h C&C Dist a: 4.00 R Loc. from endwall: not in 9.00 R GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and CBC. DRAWING a Snow Criteria(Pg,Pf in PSF) De5/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Ude6 U# Pf: NA Ce: NA VERT(LL): 0.287 F 999 240 Lu: NA Cs: NA VERT(CQ: 0.535 F 891 180 Snow Dumtion: NA HORZ(LQ: 0.086 L - - HORZ(TL): 0.160 L - - Code IMiseCriteria Creep Prater. 2.0 Bldg Code: FBC 2017 RES Max TC _SI: 0.542 TPI Sid: 2014 Max BC CSI: 0.549 Rep Fee: Yes Max Web CSI: 0.549 FT/RT:20(0y10(0) Mfg Specked Camber. . Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.20 STATE OF apmsnss�sososcuuneoeTssem rs r.ae.a.aueerm� mn..aawwas.unnea v� Plu.�runnw raamn+aw.unt. uu.• aateu:.enwv. .ar ewinoieeo-a...wr.mvwm.egreeme.ur.e w w w..•..mnvwa,mrmwa.ms a.w.�.u� ms. T in 1 ♦Maximum Reactions (Ibs) Gravity Non -Greedy Lac R+ /R- /Rh /Rw /U /RL B 1563 A /- 1907 772E /196 J 1563 /- /- 1907 /728 /- Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.8 J Big Width = 8.0 Min Req = 1.8 Bearings B 6 J are a rigid surface. Bearings B 8 J require a seat plate. Maximum Top Chord Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 F-G 2092 -3333 B - C 1908 .3202 G - H 2O70 -3285 C - D 1800 -2870 H -1 1800 -2870 D-E 2070-3285 I-J 1907 -3202 E-F 2092-3333 J-K 23 0 Maximum Bot Chord Forces Per Ply (Ibs) Chards Tens.Comp. Chords Tens. Camp B-T 2888-1633 P-0 3309 -1833 T-S 2886-16M O-N 2515 -1446 S-R 2615-1422 N-M 2615 -1446 R-Q 2615-1422 M-L 2886 -1657 Q-P 3309 -1829 L-J 2888 -1657 Maximum Web Forces Per Ply (Ibs) Webs Tens.Camp. Webs Tens. Comp. T-C 190 -14 P-G 104 -71 C-S 286 -367 G-O 292 -365 D-S 376 -200 O-H 821 -504 D-Q 821 -504 H-M 376 -200 Q - E 292 -365 M - 1 285 -367 E-P 104 -71 I-L 190 -15 F-P 22 -37 failure to build the g or cover page in. The suitability anry omoanenn-, uc SEQN: 704764/T33/HIPS. Ply:t Job Number. 36CS0057A FROM: JAH Qty:1 1756-Eastham A/DR Horton/1756-Eastham A,DR Horton DRW: Wgt: 219.8 lbs Truss Label: A6A / ... 10/10/2019 7'2"15 1d8' 1T0'5 2d 22'17'7 29'6' 327 40' T2"15 + 3'3°7 6'6°5 1 2'17"111 21K11 8'65 1 33"1 ~ T2'15 '1 saSXB =5X6 a5X8 12 D E F G H TS p C I z m =-3X6fA1)B J=3K6(A1) 1 �1 A T S R 0 P O 'N M L =3X6 =4X6 =3X8 m4X6 =3X6 SEAT PLATE RED. 1' T7"3 3'4"13 4'B"13 33"3 3'39 4'8"13 11B" h T T1°3 106° 76 16'8"13 ~ 2d + 23'3°3+ 28' 29'6 3413 3F 2'10°13� Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wnd 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 Des Ld: 37.00 Mean Height 15.00 R NCBCLL: 10.00 TCDL: 4.2 psi Soffit 2.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist h/2 to h Spacing: 24.0" CBC Dist a: 4.00it Loc. from endwall: not in 9.00 it GCpi: 0,18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPFS or hatter "T" reinforcement. 80% length of web member. Attached with Bd Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Plating Notes All plates are 3X4 except as noted. Wind Member design based on both MWFRS and CBC. Snow Criteria (Pg.Pf in PSF) Pg: NA Ct: NA CAT: N! Pf: NA Cc: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fac: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE DeB/CSI Criteria PP Deflection in toe Udell U# VERT(LL): 0.113 Q 999 240 VERT(CL): 0.209 Q 999 180 HORZ(LL): 0.031 O - - HORZ(TL): 0.057 O - - Creep Factor. 2.0 Max TC CSI: 0.519 Max BC CSI: 0.467 Max Web CSI: 0.977 Mfg Specked Camber: VIEW Ver. 18.02.01A.0205.20 T7°3 T to rn 1 ♦Maximum Reactions (1bs), or•=PLF Gravity Non-Gmv'dy Loc Rt IR- /Rh /Rw /U /RL B 1165 A I- f726 /645 1196 U" 196 /- /0 /109 191 1- 1 /-159 Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 U Brg Width=119 Min Req=- Bearings B & M are a rigid surface. Bearings B & M require a seat plate. Maximum Top Chord Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 F-G 1054 -1548 B-C 1335-2217 G-H 863 -1219 C-D 1213.1860 H-1 145 -105 D-E 1205-1798 1-1 799 -364 E-F 1054-1548 J-K 23 0 Maximum Bot Chord Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B-T 1982-1106 P-0 1259 -619 T-S 1979-1106 O-N 186 .79 S-R 1600 -878 N-M 106 -79 R-Q 1680 -US M-L B59 -1306 (ppp!!!!! qIl �A Q-P 1796 -928 L-J 448 -683 SE;YHYiY \�Elif$YYY,A0,i�Y Maximum Web Fames Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Ny0 i�$s(e f¢ T-C 205 .14 P-G 508 -282 ,& C - S 308 -406 G - O 518 -756 D-S 386 -208 O-H 1664 -937 $TAi Q� jL� D-Q 170 -120 H-M 713 .1194 Q-E 200 .58 M-1 778 -330 E - P Z75 -448 I - L 656 -1063 F-P 20 -35 _ Gp015050ffiSD909CXMDf�19fi8Fa F9 Pita. uc..raaf.,m.ev�ma alaw usnYa W4l RtlMtFIOTfpf r�o-x.dm,eev+.t«u.wY.iwmntlwtleoaSM waM rE9a4UA+MreuAenmMevelFw9wfm W"+aws, �Y ING THE INSTALLERS to and follow the latest i build the abitability �nnty ompanenrs. ua SEON: 7047681 T3 I COMN Pl"I Job Number. 36CS0057A FROM: JAH Oty: 1 1756-Eastham A /DR Horton /1756-Eastham A,DR Horton DRW: Wgt: 210.0 lbs Truss Label: A7 I ... 1DI10/2019 H 7'2'15 10' 1fi' 18'2°9 21'fi' 247'11 31'6° 35'4'4 40' � O T2'15 f ZVI 61819 3'3-7 + 3'111+ 6'10'5 + 3'10.4 + 47°12 D 12 T 5 p - a I 1 at -4X6rA2) B A SEAT PIATE REQ. T S N2X4 -6X8 � ')' T7°3 2 112X4 a4X6 a3X4 F G H P O N M =3X8 =41X4 =-4X6 -3X4 40' SEAT PIATE REQ. Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg.Pt 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 Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pt NA Cc: NA VERT(LL): 0.395 F 999 240 Loc R+ / R- / Rh / Rw 11.1 / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.734 F 648 180 B 1563 /- A 1890 f726 /188 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.095 M - - K 1563 /- /- /889 f729 A Des Ld: 37.00 EXP: C Kct NA HORZ(TL): 0.177 M - - Wind reactions based on MWFRS Mean Height: 15.00 ff Code / Misc Criteria CreepFactor. 2.0 8 Brg Width = 8.0 Min Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL 5.0 psi Bldg Code: FBC 201'; RES Max TC CSI: 0.609 K ing Width = 8.m Min Req = 1.8 P Bearings B & K are arigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Bid: 2014 Max BC CSI: 0.679 Bearings B & K require a seat plate. Spacing: 24.0" C&C Dist a: 4.00 It Rep Fa¢. Yes Max Web CSI: 0.816 Loc. from endwall: not in 6.50 It FT/RT:20(0)/10(0) Mfg Specked Camber:„ Maximum Top Chord Forces Per Ply ([be) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Dureflon: 1.60 WAVE VIEWVer. 18.02.01A.0205.20 A-B 23 0 G-H 2593 -4156 Lumber B-C 1958.3204 H-1 2444 .3916 Tap chord 2x4 SP #1 C - D 1870 -2893 1- J 1887 -3059 Bot chord 2x4 SP#1 D-E 1886 -2878 J-K 2013 -3263 Webs 2x4 SP#3 E-F 2593-4156 K-L 23 0 F-G 2593 -4155 Wind Member design based an both MWFRS and C&C. Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-T 2891 -1666 P-0 3955 -2256 T-S 2098-1666 O-N 7798 -1586 S - R 3400 -1942 N - M 2798 .1586 't`�',���t►41 1Ad(py�I,`S O - P 3404 -1942 M - K 2%1 -1776 tr\ , ........TI Od/ tij EHjz`RY,.�i� Maximum Web Fames Per Ply(Ibs) ♦, 4P•" ,a Webs Tens.Camp. Webs Tens. Comp. No 047182 �.. T-C 220 -16 F-P 305 -375 C-S 290 -375 P-H 230 .138 D-S 2129-1376 H-O 371 -483 S - E 1282 -1986 0-1 1273 .779 E-R 211 -2 1.M 332 -89 E-P 852 -508 M-J 212 -182 rt F�uc�wrwlm�tla+av �`mww.,., u.n.va ..y.v+.v xro<wnm�r. s,buattparbdnQnun 9aamrsaWdoea�e5 r4,sWl rdries✓atrYumYmtW wYMMM m+ttduvrX DRAWING TO ALL nery omponenrs. . SEQN: 704775/T24/HIPS Ply:1 Job Number. 36CS0057A FROM: JAH Qty:1 1756-Eastham A/DR Horton/1756-Eastham A,DR Horton DRW: Wgt: 207.2 His Tress Label: A7A / ... 10/102019 +9'9'12 14'1T12 20' Y0. ' 250"4 307-4 3TG 7 3" 2 5'2' SO°4 6 4.6"4 512' 19" 2 8'6" =5X8=--4X6 M4X4 1113X4 =04 =4X6=5X8 12 C D E FG=_ 6 H I J T 5 p T O � t7 L 3X6(A7) B A K=3XL6(A7) 3U Q P 0— V M m3X4=4X6 �3X6 =5X8 =4X6 =4X6 m3X4 SEAT PLATE RED. SEAT PLATE REQ. SEATPIATEREQ. 30'4° 9'8" -� 1' 87'12 F T 10'41S'12 3'72 8 40"712 S 712 1' 87'12 64 4 4"4 2 12 5312 52 35'�0 40' Loading Criteria (ps0 Wind Criteria Snow Criteria. (Purr in PSF) DeWCSI Criteria A, Maximum Reactions (Ibs) TCLL: 20.00 Wnd Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity, TCDL: 7.00 Speed: 160 mph Pt NA Cc: NA VERT(LQ: 0.114 E 999 240 Loc R+ / R- / Rh / RW / U / RL BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.207 E 999 180 B logo /- A /660 1517 1164 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.029 P - - V 2002 /- /- /978 1902 /- Des Ltl: 37.00 EXP: C Kzt: NA HORZ( TL) 0.053 P - K 276 /-240 /- 1187 1176 /- NCBCLL: 10.00 Mean Height 15.00 It Code / Criteria Creep Factor. 2,0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: psi Bldg Code: FBC 2017 RES de: Max TC C51: 0.804 B B Width Min Re r9 q = 1.5 Load Duration: 1.25 5.0 BCDL: 5.0 sf p MWFRS Parallel Dist h2 to h TPI Std: 2014 Max BC CSI: 0.618 V Brg Width = 8.0 Min Req = 1.5 Msurfam- 1 5 Spacing: 24.0 ° C&C Dist a: 4.00 ft Rep Fac: Yes Max Web CSI: 0.745 Bearings B,, V, 6 K are a rigid Loc. from endwall: not in 9.00 H FT/RT:20(0)110(0) Mfg Specified Camber. Bearings B, V, 8 K require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chard Farces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 23 0 G-H t052 -1541 Top chord 2x4 SP 01 537 B-C 120810 -1772 -416 Bol chord 2x4 SP#1 1-1 081 C-D 1287-1938 1-J 1017 -425 Webs 2x4 SP#3 D-E 1287 -1938 J-K 1017 -425 Wind E-F 1052-1541 K-L 23 0 Member design based on bath MWFRS and CBC. F- G 1052 -1541 Additional Notes Maximum Bat Chard Forces Per Ply (Ibs) Negative maction(s) of -240# MAX. from a non -wind Chords Tens.Comp. Chords Tens. Comp. load case requires uplift connection. See Maximum B-U 1740 -971 Q-P 614 -304 Reactions, U-T 1783 -978 P-O 588 -975 ``iilii/1f7t!/ MA. T-S 1783 -968 O-N 588 -975 �`, pp�� S-R 1783 -968 N-M 543 -905 .........{jEio�Q'»'Pc(4�4W' R-Q 1939-1061 M-K 549 -915 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. y C- U 378 -76 Q- H 1158 .652 C-T 172 -221 H-P 611 -963 ♦ri.i�'�.Fep T - D D-R 202 .171 192 -125 P -1 I-N 1779 .1017 948 -1312 i yP,'y`',a 859 {�5/ »•�•~�4�, E-Q 295 -509 M-J 438 br,1116y -165 ii i F-Q 2D6 .269 SERWLR asmse seta sososc xAaoe ¢ n�rn w. R 10..YCNAyitll t�iwib°°iOYIMri Wi rt2)tnValrtcG0. masawx.acnaswma>. mcn,ue.acene.4.ume w m.vAi.mm�y„,u..wNraam mNY4wro# ALL a V na! omponcnn. SEQN: 704785 / T4 / SPEC Ply:1 Job Number. 36CS0057A FROM: JAH Qty:1 1756-Eestham A/DR Horton /1756-Eastham A,DR Horton ORW: Will: 235.9 lbs Truss Label: AS / ... 10/10/2019 5'3'14 10, 13'fi' 20'2"9 26T11 33"' 4" F 5'3'14 t 4'8'2 3'6' 6'8'9 } 6'5'1 "� F- 6'6' '{ 12 Da5X6 T 5 e6X10 gZX4 =7X8 N6X8(R) E F TC3 G TC4 H si3X4C e (e) (a) =4X6A(A7) B 1=4X6(Al) 1 3T Q P O N M L K SEATPIATEREa. Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 SoYt: 2.00 Load Duration: 1.25 Spacing: 24.0 " =5X10 =6X6112X4 a3X8 =3X8E5X6 N2X4 10, 10, Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 R TCDL: 4.2 psf BCDL 5.0 pat MWFRS Parallel Dist h/2 to h C&C Dist a: 4.00 R Loc. from endwall: not in 6.50 R GCpi: OAS Wind Duration: 1.60 Top chord 2x4 SP 91 :TC3, TC4 2x6 SP #1: Bat chord 2x6 SP #1 Webs 2x4 SP 93 Bracing (a) Continuous lateral restraint equally spaced on member. Or ix4 93SRB SPFS or better "r reinforcement..80 % length of web member. Attached with 8d Box cf�Gun (0.113"x2.5",min.)neils @ 6" oc. Wind Member design based on both MWFRS and CBC. 40' 20'2"9 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Ph 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 26,11,11 DefUCS1 Criteria PP Deflection in loc Udell L#t VERT(LL): 0.463 F 999 240 VERT(CQ: 0.862 F 552 180 HORZ(LL): 0.105 D - - HORZ(TL): 0.194 D - - Creep Factor. 2.0 Max TC CSI: 0.462 Max BC CSI: 0.638 Max Web CSI: 0.948 Mfg Specked Camber., VIEW Ver. 18.02.01A.0205.20 SEAT PLATE REQ. 40' T 11 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL R 1563 A A 1871 f726 1188 1 1563 A A 1871 /729 1- Wind reactions based on MWFRS R Brg Width=8.0 Min Req=1.8 1 Brg Width = 8.0 Min Req = 1.8 Bearings R 81 are a rigid surface. Bearings R 8 I require a seat plate. Maximum Top Chord Farces Per Ply ([be) Chords Tens.Comp. Chards Tens. Corp. A-B 23 0 F-G 3585 -5745 B-C 213E-3322 G-H 3129 -5020 C - D 1939 -3001 H -1 2098 -3406 D-E 1955-2993 1-1 23 0 E-F 3587-5746 Maximum Bat Chord Forces Per Ply (Ibs) Chards Tens.Comp. Chords Tens. Comp B-Q 3031 -1a38 N-M 5092 -2990 Q-P 5011 -3013 M-L 3094 -1832 P-0 5011 -3013 L-K 3094 -1B32 O-N 5009-3013 K-1 3103 -1834 gip•/�tMaxil, Web Ply (I�Tens. Websm Tens.Comp.�Per W Webs Comp. iD71 Ba +` , F 0 - Q D - Q 317 -337 2052 -1259 F - N N - G 327 -407 704 -448 Q-E 1871 -2858 G-M 478 -652 :. O-E 113 -1 M-H 2O73 -1259 E-N 791 -488 H-K 282 -39 OF 4?rZ STATE .��nYiW/amumM�mx,un 3 Rt=11LN)SH{NB.1N.LvaneiOn Jlli Wt.i F:m[utA1(o:. mnmaraPssdueemmm r:iarntSv.esp,ia=4 aea NJceuwirM1txnau,aaeatMmuNm W aen,ar.Y DRAW NG TO ALL «nry nmpanenm. SEQN:704793/T15/HIPS Piy:t Jab Number. 36CS0057A FROM: JAH Qty:t 1756-Eastham A/DR Horton/1756-Eastham A,DR Horton DRW: Wat: 254.8 lbs Truss Label: ABA I ... / ... 10/10/2019 66'66° 90"4 I 5''111B 12 2'044 I 1"92 40 3144 5'004 550Is 3344 6'6" 12 =6XB saxs 103X4 =aX8 E6X8 a6X6 S p C—_ D E F G H 1 T TCi T o W4 W4 TC1 h to =4X16rB3) B i J=4V6(B3) 3S A 1 S R O 013X4 =7X8 P O N T =6XB ra8X12 =6XB =7X8 M 013X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PIATE REQ. 3174° 918" i 3'2° 5'1"8 5'4°4 5'4"4 5'1°B 3'2" 5'8"4 8° 8 64"4 9'6"4 14712 20' 25'4'4 30'5"12 33T12 394" Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) DefOCSI Criteria AL Maximum Reactions (Ibs) TCLL: 20.00 Wnd Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/deft L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.253 P 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.474 P 767 180 S 1894 /- /- A 1881 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.051 C - . T 4628 /- A A 12101 /- EXP: C Krt NA Des Ld: 37.00 HORZ( TL) 0.095 C - - J - /-549 /- /228 A /- Mean Height 15.00 it NCSCLL: 0.00 Code Criteria Creep Wind reactions based on MWFRS TCDL: 4.2 psf Soffit: 2.00 CSI:.20. S Bldg Cotle: FBC 2017 RES Max TC CSI: 0.828 Code: Brg Width=8.0 Min Req= 1.9 BCDL: 5.0 sf p Load Duration: 1.25 MWFRS Parallel Dist 0 to N2 TPI Std: 2014 Max BC CSI: 0.675 T J Brg Width = 8.0 Min Req = 1.5 Width=8.0 Min Req=.5 Spacing: 24.0" C&C Dist a: 4.00ft Rep Fac: Bearings No Max Web CSI: 0.986 ig gs S, T, 8 J are rigid surface. Loc. from endwall: NA FT/RT:20(Oy10(0) Mfg Speed Camber. Bearings S, T,B J require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 23 97 F-H 1219 --508 Tap chord 2x6 SP#1:TC12x4 SP#1: B-C 220 193fi -4220 G-H 219 -508 Bot chard 2x6 SP#1 C-D 2151-4742 H-1 386E -1759 Webs 2x4 SP#3:W42x4 SP#1: D-E 2245-4970 1-1 2232 -1043 Loading E-F 1633-3597 J-K 23 -17 #1 hip supports 6-6-0 jacks with no webs. Maximum Bot Chord Fames Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Wind loads and reactions based on MWFRS. B-R 3853-1749 O-N 733 -344 Additional Notes R-Q 3826-1743 N-M 1597 -3555 Negative MAX. from Q - P 48DS -2197 M- L 936 -2048 reaction(s) of -549# a non -wind connection.j11111111/1iftfe load connection. See Maximum J P-O AEf 4956-2261 L-J 929 -2019 Reactionsrequiresuplift �Q #•1, .'.,.. �I*', ENS*-. Maximum Web Forces Per Ply (Ibs) ♦�'.ps +. Webs Tens.Comp. Webs Tens. Comp. No 0471812,. R-C 491 -119 O-G 3222 -1450 C-Q 1211 -538 G-N 1111 -2009 ,`, (�� Q-D 426 -595 N-H 4601 -2057 S,.P+ STATE O .ld! 0 - P 185 -55 H - M 1433 -2781 1{f$ P-E '+✓�0��O 146 0 M-1 1088 -2410 _\(�p:�`Cy`` E-O 707-1529 I-L 522 -141 F;,+.:.JC?_y1 F-O 445 -553 y '"IMPORTANT* FURNISH .%ewayuwr usowwomr,nus N4LtM. NiL]{MMGV RD.0 NTV chi. Wi RNa1t.aW'.lselu WGLflPYldv.�r«�. Ciwl mJi6TPYWlNYIbd N ea k W i a.tGwb�m wk mu[ F vroaY m Mel.arveY ¢pbl. as INCLUDING THE INSTALLERS to build the wer page„ he auNgbility, omyrournrs, re B I SEON:704795/7221COM14 Ply.1 Jab Number. 36CS0057A FROM: JAH Dty:3 175S-Eastham A/DR Horton/1756-Eastham A,DR Horton DRW: Wgt: 92.4 lbs Truss Label: B1 / ... 10/10/2019 i L SEAT PLATE RED. 5'5"10 Wil"6 4'6"6 11:1x4 =bxu max4 20' 55"te SEAT PLATE RED. i 1 14 4'e"2 "1"2 5'3'14 5`714 + id 1 14'8"2 2V { Loading Criteria lost) Wind Criteria Snow Criteria (PuPrin PSF) DefUCSl Criteria ♦Maximum Reactions Ube) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.048 H 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): a.OB9 H 999 180 B 813 A A 1465 /378 1159 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): D.019 G - - F 750 /- /- /404 1340 /- Des Ld: 37.00 EXP' C Kzt NA HORZ L 0.035 G - - ) Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 15.00 it Code / Mise Criteria Creep Factor.. 2.0 B Big Width = 8.0 Min Req = 1.5 Soffit 2.00 TCDL: 4.2 psi Bldg Code: FBC 2017 RES Max TC CSI: 0.230 F Big Width = 8.0 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist h/2 to h TPI Sid: 2014 Max BC CSI: 0.269 Bearings B & F are a rigid surface. Bearings B & F require a seal plate. Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.235 Maximum Top Chard Fames Per Ply (Ibs) Loc. from endwall: not in 9.00 R FT/RT:20(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEWVer. 18.02.01A.0205.20 A-S 23 0 D-E S40 -1017 Lumber B-C 800-1444 E-F 831 -1456 C-D 624-1016 Tap chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Maximum got Chord Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind B - I 128-678 H - G 1684 Member design based on both MWFRS and C&C. . I-H 1284 -678 G-F 1300 00 -685 Maximum. Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I-C -5 H-E -452 301 -13 C-H 301 -439 E-G 196 -13 196 D-H 497 .275 TO F No 047102 o .P--. STATE Of 40B16BSBle 00Ba9CXA40E �1960 EB F9 npu�Y.Nruxlm �� �.nyavul y�i MWeRODPItfOA rave aoN a un eea.+va m.Nm"m.e.+w.e w..,ne .NvvrrrmammmvmrNwxm a.=r.m�mu omFmntnts, u< SEQN: 704800 / T7 / HIPS Ply: 1 Job Number. 36CS0057A FROM: JAH Qy:1 175S-Eastham A/DR Horton/1756-Eastham A,DR Horton DRW: Wgt 100.8Ibs Tmss Label: B2 / ... 1011=019 Loading Criteria (psi) TCLL 20.00 TCDL: 7.0a BCLL 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soft: 2.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP 01 Webs 2x4 SP #3 SEAT PLATE RM. 5'SII 966 I1P1'666 1 20'0 T°I 440 510 =4X4 lflM4 =3X4a3X4 1113X4 20' SEAT PLATE REQ. 5'3°74 472 6° 472 FLU F 1 I 93"14 1 916° p 6 r 14'BR 20' 6 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 Parallel Dist h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 R GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. 'IMPORTANT" FURNISHTHIS Snow Criteria(Pg,Pf In PSF) DefI1CSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in too Udall Up Pt NA Ce: NA VERT(LL): 0.047 J 999 240 Lu: NA Cs: NA VERT(CL): 0.087 J 999 180 Snow Duration: NA HORZ(LL): 0.019 1 - - HORZ(TL): 0.0341 - - Code/Miss Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.199 TPI Std: 2014 Max BC CSI: 0.256 Rep Fac: Yes Max Web CSI: 0.192 FT/RT:20(0y10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEWVer. 18.02.OtA.0205.20 No 047162 .'.* 4: '4 STATE OF GBp15B56195DBD9C9r A60EDE 196Bmf9 rNawanmrgey rNs#4wew�uxuw. RiR.. W.NaEIIMI W 4tl dFlL aOnuRrliMil w4eNom�Nm rK+Ra=pnaenarcw.oxwwmnJ.wsanmm xd wsma aMb WL2aato+vWnmNw@NwNuf mWJwaNe cvka. FOLLOW ALL as i 1 ♦Maximum Reactions (Ibs) Gravity Non-Gmvily Loc R+ /R. /Rh /Rw /U /RL B 811 /- /- 1468 /377 1165 G 811 A /- /468 /377 /- Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.5 G Brg Width = 8.0 Min Req = 1.5 Bearings B & G are a rigid surface. Bearings B & G require a seat plate. Maximum Top Chord Forces Per Ply (Iba) Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 E-F 657 -1041 B-C 810-1438 F-G 809 -1438 C- D 657 .1041 G- H 23 0 D-E 635 -916 Maximum Hot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-M 1282 -643 K-J 916 -410 M-L 1278 -643 J-1 1278 -667 L-K 916 -410 I-G 1282 -668 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. M-C 190 -17 E-J 255 -157 C-L 296 -416 J-F 295 -416 D-L 255 -157 F-I 190 -18 �nry omyaxms. u< SECIW704602/T11/HIPS PIy:1 Job Number. 36CS0057A FROM: JAH QV:1 1756-Eastham A/DR Horton/1756-Eastham A,DR Horton DRW: Will: 86.8 his Truss Label: B3 / ... 10/10/2019 TV TV 10, 2'6" 113X4 20' T6" C=6X6 D —6X6E T ,2 5 p m n 47 =3X4(A7) B F=3X4(A1) 1 A G J I H 1113X4 =-5X8 113X4 SEAT PLATE REO. SEAT PLATE RED. 20' 1 77"12 24"4 2'4"4 7'T'12 F- , 1 7T12 } 10' + 12'4"4 + 20' + ' 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 01 Bot chord 2x4 SP 01 Webs 2x4 SP 03 Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height 15.00 R TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist h/2 to h C&C Dist a: 3.00It Loc. from endwall: not in 4.50It GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria(Pg,P( in PSF) DeIUCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U0 Pf: NA Ce: NA VERT(LL): 0.040 1 999 240 Lu: NA Cs: NA VERT(CL): 0.073 1 999 180 Snow Duration: NA HORZ(LL): 0.016 H - - HORZ(TL): 0.030 H - - Code/Mist Criteria Creep Factor. 2.0 Bldg Code: FBC 2Jl7 RES MaxTC CSI: 0.432 TPI Std: 2014 Max BC CSI: 0.431 Rep Fac: Yes MaxWeb CSI: 0.111 FT1RT:20(0)/10(0) Mfg Specified Camber." Plate Type(s): WAVE VIEW V.I. 18.02.01A.0205.20 No 047102 STATE OF 40D15856185D8DSC3CMDEDE 1968mi9 vwxmrap�a m w�aep vw unre nip.ue nfune�d��Mw+�mtawa.i nxlmt:aov„ms � wneeauaeu ea"umrt�m�wr�1 a�xa ad W LW1auGaaOtlenmN rnatbrrYieSm W JvvuW INSTALLERS ♦Maximum Reactions (Ibs) Gmv'dy Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B all A A /472 1378 /136 F 811 /- A /472 1378 A Wind reactions based on MWFRS B Brg Wiidth=8.0 Min Req=1.5 F Big 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 23 0 D-E T72 .1117 B-C 600.1318 E-F 800 -1318 C-D 772-1117 F-G 23 0 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-J 1153 .606 I-H 1161 -632 J-1 1161 -608 H-F 1153 -630 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-J 292 -40 I-E 126 -143 C-1 124 -141 H-E 292 -39 D - I 68 .46 VrP1 omponrnrs. uc SEON:704833/TS/HIPS Ply:1 Job Number. 36CS0057A FROM: JAH Ch, 1Truss56-Eestham A/DR Horton /1756-Eastham A,DR Horton DRW: Wgt 89.6 lbs Truss Label: B4 / ... 10/10/2019 II SEAT PLATE RED. 20' 5'e" + 14'6" + 5'6" 4'6" 4'6" 5'8" 1113X4 nr4A4 =bxb 1113X4 20, SEAT PLATE RED. 1 5'712 144'4"4 57"12 f' + 57"12 } 10' '4"4 1 20' 1 � Loading Criteria (psf) Wind Criteria Snow Criteria (P9.Pf in PSF) DeIUCSI Crituria ♦Maximum Reactions (Ibs) TCLL: 2D.00 Wnd Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Degecfion in loc Udell U# Gravdy, Non -Gravity TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.126 D 999 240 Loc R+ / R- / Rh / Rw 11.1 / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.235 D 999 180 B 1328 /- !- /- /622 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.036 H - - F 1328 A /- /- 1622 /- Des Ltl: 37.00 EXP: C Kzt: NA HORZ (TL): 0.068 H - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height 15.00It Code / I isc Criteria CreepFactor. 2.0 B Big Width = 8.0 Min Req = 1.6 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.351 F Big Width = 0.0 Min Req = 1.6 Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.500 Bearings B S F 2re a rigid surface. Spacing: 24.0" C&C Dist a: 3.00 H Rep Fa¢ No Max Web CSI: 0.255 Bearings B & F require a seat plate. Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Ton Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEWVer. 18.02.01A.0205.2D A-B 23 -17 D-E 1388 -3058 Lumber B-C 1236-2898 E-F 1237 -2699 Top chord 2x4 SP#1 C -D 1388-3058 F-G 23 -17 Bot chord 2x4 SP 91 Webs 2x4 SP 03 Maximum got Chord Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Loading #1 hip supports 546-0 jacks with no webs. B-J 2440-1102 I-H 2464 -1104 J -1 2463 .1104 H - F 2440 -1102 Wind Wntl loads and reactors based on MWFRS. Maximum Web Forces Per Ply (Ibs) Webs Tens.Camp. Webs Tens. Comp. C-J 376 -41 D-I 376 - ry�d C - I 670 -320 320 H - E 376 -41 -41 I-E 669 -319 a AND r f' & STATE OF somseseza mmscscnaaece rssarn w H P� YC NILI{N6uY iGNeYntivebl. xun nJDnNiCP1t>'b MI'vduW 1N eArCwEbllOad0lad'N40] Yetl.1N 1YEQ W e+.LLLSauC� WYallJlamlvatMorrYVL M4a�tlrtN[ ¢91e. as to THEINSTALLERS of s"11: ua2— any SEQN:703095/T25/COMN Ply:1 Job Number. 36CS0057A FROM: TP Dry: 1 1756-Eastham A /DR Horton /1756-Eas+ham A,DR Horton DRW: Wgt: 49.0 Ibs Truss Label: C7 I ... 10/1012019 13'4" EF8 C-04 T ,2 5 p m mI=2X4(A1)B D=2X4(A1) 1 �•+ A E F 1112X4 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 j Soffit 2.00 Load Duration: 1.25 Spacing: 24.0" Lumber Tap chord 2x4 SP #1 Bot chord 2x4 SP Ci Webs 2x4 SP 93 SEAT PLATE REQ. Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 R TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist h/2 to h C&C Dist a: 3.00 R Lac, from endwall: not in 4.50 R GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. a division of 13'4" 6'6" 6'B" SEAT PLATE REQ. r E l Snow Criteria (Pg.Pf in PSF) DefgCSl Criteria ♦Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA PP Deflection in Ion Udell Us Gravity Non -Gravity Pt NA Ce: NA VERT(LL): O.D14 F 999 24C Loc R+ / R- I Rh / RW / U / RL Lu: NA Cs: NA VERT(CL): 0.026 F 999 180 B 561 A A 1332 1261 1124 Snow Duration: NA HORZ(LL): 0.006 F - - D 561 A A /332 /261 A HORZ(TL): 0.011 F - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Brg Width = B.0 Min Real = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.350 D Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.382 Bearings B & D are a rigid surface. Bearings B & D require a seat plate. Yes Max Web CBI: FTIRRep T:2 Mfg Specified Camber. Camber. Maximum Top Chord Forces Per Ply (Ibs) Plate T20(0)/10(0) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEWVer. 17.02,02,1208.15 A-B 23 0 C-D 4-77 B-C 490 -773 D-E 23 23 0 0 0 6am5E593a Sa9e1C%A6CEDE]96am F9 e,a...w.w.my.�w.e sewww"nwnw.., npi.tt n�l<am rmaoo.mn. r'Ma iw.4l at4rdamn�� whoaupw�araC60[VeaiNMftlafLWnlwYrN [u4d mtek4Winb�YJmKewatl�sNNmNJmr i[ m04M1. 'Par ui unless Maximum Bot Chord Forces Per Py (Ibs) Chards Tens.Comp. Chords Tens. Camp. B-F 662 -327 F-D 662 -327 Maximum Web Forces Per Ply (lba) Webs Tens.Comp. C-F 291 -35 the rrntp nmponcnr.. v SEDN:704BOB/T20/COMN Ply:1 Job Numher. 36CS0057A FROM: JAH Dty:3 1756-Eastham A/DR Horton/1756-Eastham A,DR Horton DRW: Wgt: 47.6 Ibs Truss Label: CIA / ... 1011012019 Loading Criteria (ps0 TCLC 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 2z4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP N3 SEAT PLATE RED. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 8 TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist h2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Wind Member design based an both MWFRS and CSC. FURNISH THIS a IIILAq 13'4" 6.8" SEAT PLATE RED. 68 13'4" I 1 Snow Criteria(Pg,Pf in PSF) DBBIOSI Criteria ♦ Maximum Reactions like) Pg: NA Ct: NA CAT: NA PP Deflection in Iec Udefl U# Gravity Non -Gravity Pt NA Ce: NA VERT(LL): 0.014 E 999 240 Loc R+ / R. / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.026 E 999 180 A 498 A A 270 224 /112 Snow Duration: NA HORZ(LL): 0.006 E - - C 564 /- /- 1331 263 /- HORZ(TL): 0.012 E - - Wind reactions based an MWFRS Code I Mine Criteria Creep Factor. 2.0 A Brg Width = 8.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.317 C Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.336 Bearings A S C are a rigid surface. Rep Fee: Yes Max Web CSI: 0.111 Bearings A S C require a seat plate. FT/RT:20(0)110(0) Mfg Specked Camber. Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW V.I. I B.02.g1A.a205.2a A-B 526 -782 C-D 23 0 B - C 505 -783 ty-k.. I' y No 047102 >9 STATE OF GpO15B58al SD9D9C9CMDf Of r960 ED F9 mn"ummexry�ae�e vaeFteuua�mwrca R k11k.NTYYaOOi tRf tbtlilW =1rt WLi nNtrm'm��cy nfnU9tN4tdanQoueeW iaaetpy^M+rOq�x6N eut�C maenwt anw�mnmk ownehraitm m MwnneX Of Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 671 -366 ,E-C 671 -366 Maximum Web Forces Per Ply (Iba) Webs Tens.Comp. B - E 292 -47 SEON:704719/T13/COMN Ply:1 Job Number. 36CS0057A FROM: JAH Oty:1 1756-Eastham A/DR Horton /1756-Eastham A,DR Horton DRW: W9t: 79.8 Its Truss Label: C2 / ... 10/10/2019 Loading Criteria (psf) TCLU 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs Zx4 SP 93 Special Loads 775 4'0°14 611°11 11011 j 972 13'4' 2'0'13 i 2'0°13 F 4'0.14 1 12 3.45 p aEATPLATEREO. =5X8aa4X4 D E SEAT PLATE REQ. 4'2°70 1111°7 2'0'13 4'2°70 i + 4'2ID 101 9'1°6 13'4° 1 T0° Wind Criteria Wnd Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to IV2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpr 0.18 Wind Duration: 1.60 -(Lumber Dur.Fae=1.25 / Plate Dur.Fac. 1.25) TC: Fmm 55 pit at -1.00 to 55 pit at 4.07 TC: From 27 plf at 4.07 to 27 pit at 9.26 TC: From 55 pit at 9.26 to 55 pit at 14.33 BC: From 4 pit at -1.00 to 4 pit at 0.00 BC: From 20 pIf at 0.00 is 20 pit at 4.07 BC: From 10 pit at 4.07 to 10 pit at 9.26 SC: From 20 pit at 9.26 to 20 pit at 13.33 BC: From 4 pit at 13.33 to 4 pit at 14.33 TC: 189 to Conc. Load at 4.07, 9.26 TC: 148 to Conc. Load at 6.14, 7.19 BC: 117 lb Done. Load at 4.07, 9.26 BC: 137 Ih Conc. Load at 6.14, 7.19 Wind Member design based on both MWFRS and CBC. a Of T b 1 Snow Criteria(Pg,m in PSF) Deg/CSI Criteria ♦ Maximum Reactions(lbs) Pg: NA Ct NA CAT: NA PP Deflection in loc Udell LN Gravity Non -Gravity Pt NA Ce: NA VERT(LL): 0.049 K 999 240 Loc R+ / R- / Rh / Rw / U / RL B 1054 A A /335 /468 1103 Lu: NA Cs: NA VERT(CL): 0.090 K 999 180 Snow Duration: NA HORZ(LL): 0.01E I - - G 1054 /- /- /335 /468 /- HORZ(TL): 0.033 1 - - Creep Factor. 2.0 Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 Code / Mise Criteria Bldg Code: FBC 2017 RES Mc: TC CSI: 0.191 G Brg Wdth = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.379 Bearings B & G am a rigid surface. Rep Fae: Varies by Ltl Case Max Web CSI: 0.109 Bearings 8 8 Giequile a seat plate. FT/RT:20(0)/10(0) _ e Mfg Sped Camber. Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 18.02.01A.0205.20 A-B 23 -17 E-F 731 -1784 B - C 859 -2038 F - G 859 -2038 WAVE C - D 734 -1792 G - H 23 .17 D-E 681 -1700 No 047102 STATrz OF mol.ssssmsbsoscxAaoeor msemts. n m, ue..nsu m n+me.amu awr,°xr, w..r nr.,r.,oTma. Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - L 1838 -760 J - I 1849 -756 L-K 1848 -756 1-G 1838 -760 K-J 1689 -679 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-L 128 -6 J-E 287 -85 C-K 159 -208 J-F 160 -212 D-K 274 -99 I-F 127 -8 D-J 53 -46 saww�natvuem,...w.,owmwsmaauoue.m�wta xa6ewwa�rr��a°carwaMuadmmwam t csm. INSTALLERS installing and bracing. Refer to and follow the latest edition of BCSI (Building actices prior to performing these functions. Installers shall provide tempers rrnry :shaPnl of wEs shalhave treclnan8installed per BCSI sections) S3 B7 orr 10y as shown above and on the Joint Details, unless rated otherwise. kefer to nmfronrnrc. u< SEQN: 704828/T16/VAL Ply:t Joh Number. 36CS0057A FROM: JAH Qty:2 1756-Eastham A/DR Horton/1756-Eastham A,DR Horton DRW: Wilt: 15.4 Ibs Tress Label: MV7 I ... ! ... 10/10/2019 Loading Criteria (psf) TCLL 20.00 TCDL: 7.00 BCLL: 0.00 BCDL 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Top chord 2x4 SP #1 Bat chord 2x4 SP 91 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist h/2 to h C&C Dist a: 3.00 ft LOC. from endwall: not in 9.00 R GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 12 a 4'3"14 �{ 4'3"14 4'3"14 Snow Criteria(Pg,m in PSF) DefUCSl 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):-0.005 C - - HORZ(TL): 0.006 C - - Code / Misc Criteria Creep Factor. 2.0 Bldg Cade: FBC 2017 RES Max TC CSI: 0.154 TPI Std: 2014 Max BC CSI: 0.146 Rep Fee: Yes Max Web CSI: 0.088 FT/RT:20(0)I10(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.20 No 047162 GOo15856]85a909CYx3aF CF l9atFOFa. eraurrrygrna mwuaNuvw�uannp. M (h. W.atAtnYhuV YseilanaAFa VLI WmlvaWf Va. r+a�wawnacetaum"ura+m,arnuvaa e.t.a wte uiNa WSWAt uV[.SmLmurMwtlitln Waiv,nci' csYa. on T T ♦Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R- /R- /Rh /Rw /U /RL D' 72 A !- /47 128 /15 Wind reactions based on MWFRS D Brg Width = 51.9 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 27 -64 Maximum Bat Chord Forces Per Ply ([be) Chords Tens.Comp. A-C 122 -5 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 161 -97 e to build the cover page„ The suitability my omponenrs. u� SEON: 7048301 T1 B/VAL Ply:1 Job Number. 36CS0057A FROM: JAH Ory:2 1756-Eastham A/DR Horton 11756-Eastham A,DR Horton DRW: W9t 11.2 lbs Truss Label: MV2 / ... 10/10/2019 12 5 0 i 2'3"14 1 2'3"14 2'3"14 T v x- 11 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pt in PSF) DefUCS1 Criteria ♦Maximum Reactions (Ibs), or•=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl Uft Gravity Non -Gravity TCDL 7.00 Speed: 160 mph Pb NA Ce: NA VERT(LL): -0.015 B 999 240 Loc R+ / R- / Rh / Rw / U / RL D' 75 A A 144 122 112 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.018 B 999 180 BCDL: 10.o0 Risk Category: II Snow Duration: NA HORZ(LL):-0.005 B - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C Kzt NA HORZ(TL): 0.006 B - D Brg Width=27.9 Min Req = - Code / Mise Criteria NCBCLL: 10.00 Mean Height 15.00 R Creep Factor: 2.0 Bearing A is a rigid surface. Soffit: TCDL: . psi Bldg Code: FBC 2017 RES Max TC CSI: 0.054 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 BCDL: 5.0 pat MWFRS Parallel Dist h/2 to h TPI Sht: 2014 Max BC CSI: 0.104 Chords Tens.Comp. Spacing: 24.0 ° C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.000 A-B 0 -21 Loc. from endwall: not in 9.001t FT/RT:20(0)/10(0) Mfg Specked Camber. GCpi: 0.10 Plate Type(s): Maximum got Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Lumber A-C 62 -3 Top chord 2x4 SP 91 Sot chord 20 SP #1 Wind Member design based on both MWFRS and CBC. Additional Notes See DWG VAL160101014 for valley details. THIS t No 047162 v ;9 STATE OF npr.awusuilum.auwuraw.�mra WLi nMamaawaMm. rmtrt[tpnN ViaPaunaf aaMmu�CRT =NwkC ,tdlta WMiY'PWMTIroaRaftMr9nd>.wa.wvaz oak+. as snown soave are on V rrry amporttnrs. va SEON: 704691 / T36 / EJAC Ply: 1 Job Number. 36CS0067A FROM: JAH O1y: 15 1756-EasihA/DR ii Horton/1756-Eastham A,DR Horton DRW Wirt 22.4 lbs Truss Label: EJ66 I ... / ... 10/1012019 Loading Criteria (psi) TCLL: 20.00 TCDL: 7.00 BCLL 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 T, SEAT PLATE REQ. Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height 15.00 B TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist N2 to h C&C Dist a: 3.00It Loc. from endwall: not in 4.50 B GCpi: 0.18 Wind Duration: 1.60 Wind Member design based an both MWFRS and C&C. Snow Criteria (Pg.Pt in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mine Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fee: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE "IMPORTANT" FURNISH THIS DRAWING TO 0 DeNCSI Criteria PP Deflection in too Udell U# VERT(LL): NA VERT(CL): NA HORZ(LL):-0.011 D - - HORZ(TL): 0.020 D - - Creep Factor. 2.0 Max TC CSI: 0,415 Max BC CSI: 0.310 Max Web C51: 0.000 Mfg Specked Camber. VIEWVer. 18.02.01A.0205.20 NO 047102 STATE OF c0e15056ffiSa1a9CAA6CE�M®fe F9 �essn.amy�M". �eMr..e.�..•==.0 MIN-ac NTYSYM 'u4vRa+a9Srv�vPbriLNl RAVYa'lnuEa MiuDnW ref pmEm«eYaamrmYlaraYQu<rd wbL ad tlaW SxuxvmmmxermtA®xnEmgAv�vY I per er unless C ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ IR. /Rh /Rw /U /RL B 315 A /- 1229 1124 /135 D 117 A /- 190 /17 /- C 156 A A /67 /114 /- Wind reactions based a.. MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Big Width= 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 60 -116 Maximum Bot Chord Forces Per Ply (Ibs) Chards Tens.Comp. B-D 0 a failure to build the g or cover page on. The auitAbility SEQN: 7047211 T31 / MONO Ply: 1 Job Number. 36CS0057A FROM: JAH Qty:3 1756-Eesiham A/OR Horton/1756-Eastham A,DR Horton DRW: W9t: 26.6 His Truss Label: J66 / ... 10/10/2019 Loading Criteria (psi) TOLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCL L: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 12 6 � m c m io in =2M(A,)13 I in A DD 1 E 1112X SEAT PLATE REQ. SEAT PLAT 61jEQ. i 6' —i Wind Criteria Wnd Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height 15.00 R TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist h to 2h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 R GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and CBC. Right end verboal not exposed to wind pressure. THIS 66 6'6" Snow Criteria (Pg.Pf in PSF) D fVCSI Criteria ♦Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl Us Gravity Non -Gravity Pt NA Cc: NA VERT(LL): -0.031 C 320 240 Loc R+ ! R- / Rh / Rw / U / RL B 283 A /- /206 /62 /90 Lu: NA Cs: NA VERT(CL):-0.040 C 247 180 Snow Duration: NA HORZ(LL):-0.015 C - - E 268 /- /0 /175 /106 /0 HORZ(TL): 0.017 C - - Creep Factor. 2.0 Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 Code l Mise Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.349 E Big Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.301 Bearings B S E am a rigid surface. Rep Fac: Yes Max Web CSI: 0.207 Bearings B & E require a seat plate. FT/RT:20(0)/10(0) Mfg Speed Camber. Maximum Top Chard Fames Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chards Tens. Comp. VIEWVer.18.02.OtA.0205.20 A-B 23 0 B-C 47 -111 WAVE t- NO 047102 9.. STATE OF n t�+.ucwneriwwum.m.emn.ty wml suumunama wvnar�psavnea�+wenrormW.4n<aW w w.aa .eax.wxfrw.�..m'.mw WYnO(aMT�lurvJ[ ¢S6� as INSTALLERS Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 25 -22 Maximum Web Forces Per Ply ([be) Webs Tens.Coma. C-D 234 -150 rrnty omponrnrs. u� r. SEQN: 704723 /T14 / MONO Ply: 1 Job Number. 36CS0057A FROM: JAH Qty:2 1756-Eastham A/DR Horton/1756-Eastham A,DR Horton DRW: Wgt 25.2 lbs Truss Label: J66A / ... 10/10/2019 Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 SCLL: 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 91 Webs 2x4 SP #3 0 SEAT PLATE REQ. SEAT PLATEREQ. 1 6' B6,„— 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 psf MWFRS Parallel Dist h2 to h 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 C&C. Right end vertical not exposed to wind pressure. t 1 6'6" 6'6" Snow Criteria (P9,Pf in PSF) DenICSI Criteria ♦Maximum Reactions (Ibs) Pg: NA CtNA CAT: NA PP Deflection in loc Udell U# Gravity Non-Grevity Pt NA Ce' NA VERT(LL)' -0 030 B 329 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.028 C 999 180 A 216 /- /- /139 166 Snow Duration: NA H0RZ(LL):-0.015 B - - D 275 /- /0 /182 /150 HORZ(TL): 0.016 B - - Wind reactions based on MWFRS Code / Miss Criteria Creep Factor. 2.0 A Big Width = 8.0 Min Req = 1.5 Bldg Code: FBC 2017 RES MaxTC CSI: 0.356 D Brg Width = 8.0 Min Req = 1.5 TPI Sid: 2014 Max BC CSI: 0.326 Bearings A & D am a rigid surface. Rep Fac: Yes Max Web CSI: 0.212 Bearings A & D require a seat plate. FTIRT:20(0)110(0) Mfg Speed Camber. Maximum Top Chord Forces Per Ply Qhs; Plate Type(s): Chords Tens.Comp. WAVE VIEWVer. 18.02.01A.0205.20 A-B 47 -112 STATE OF wnexvmmr Nve;axNaeMwaw'enmy NF4 W.Ni+y{NtlNV uwaMN�e� Wl.i NWm(iaSIM W]a .meee.mwam,a aa.aar=wmra.gwwwee wvwwaa+.mwc�ven.m. mra..nm m.aemr»u m lava oraclnn instance per Ct on the Joint Details. unless Of Maximum Hot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 27 -28 Maximum Web Forces Per Ply ([be) Webs Tens.Comp. B-C 236 -152 1117 /0 trncy nmpnntnrs. w SEDN:-104703/T23/EJAC Ply:1 Job Number. 36CS0057A FROM: JAH Dry:6 1756-Eastham A/DR Horton/1756-Eastham A,DR Horton DRW: Wgt: 19.61bs Truss Label: EJ56 / ... 10/10/2019 C 12 5� T m n 9 N p B 2X4(A1) -A t D SEAT PLATE REQ. Loading Criteria (psg Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: ll EXP: C Kzt NA Des Ltl: 37.00 Mean Height 15.00 B NCBCLL: 10.00 TCDL' 4.2 psi Soffit. 2.00 BCDL: 5.0 psf Lead Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0" CBC Dist a: 3.00It Loc. from endwall: not in 4.50 it GCpi: 0.18 Wmtl Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based an both MWFRS and C&C "IMPORTANT" FURNISH THIS a 5'6" 5'6" Snow Criteria (Pg,w in PSF) DefgCSI Criteria ♦Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Defection in loc Udell L/# Gravity Nan-Grav'dy Pt NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): NA B 279 /- /- 1205 /111 /117 Snow Duration: NA HORZ(LL):-0.008 D - - D 98 /- /- RS 114 A HORZ(TL): 0.012 D - - C 130 /- A 155 /95 /- Code / Miss Criteria Creep Fa?or. 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.318 B Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.218 D Big Width = 1.5 Min Req = - Rep Fae: Yes Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - FT/RT:20(0)/1 B(0) Mfg Specked Camber. Bearing B is a rigid surface. Bearing B requires a seat plate. Plats Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ve0 18.02.01A.0205.20 Chards Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 50 -103 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 No 0471012 9 , STATE OF SDm5958ffi SD909eXMDf re nfi0m F9 .Ne+m'. �os.+awuaxMuw�N.,,+a N pLtt Nll4rm O,YN�lT,ip,vml,lMir YfiWonnW,. Rkt1G[tDVefl VhdCW[W NW/vdhYiCebuEMi WN as ua xua �na.,sann �Na ran b Mp m 4�rNw,u mpEv TO ALL the my ompanenrs. . EQN �FROM�: JAH 93/T30/JACK Fri 4 1756-Easiham A/DR Horton/1756-Eastham A,DR Horton DRW: W0t 16.8 lbs Taus Label: CJS / ... 10/10/2019 Loading Criteria (ps0 TCLL: 20.D0 TCDL: 7.oa BCLL: 0.00 BCDL: 10.00 Des Ld: 37.011 NCSCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0' Lumber Top chord 2x4 SP #1 But chord 2x4 SP 01 T, SEAT PLATE REQ. 5 �'- 51 Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 R TCDL: 4.2 psi SCDL: 5.0 psi MWFRS Parallel Dist 0 to Id2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. "IMPORTANT" FURNISHTHIS Snow Criteria(Pg,P1 in PSF) DefUCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udeg U# Pf: NA Cc: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.006 D - - HORZ(TL): 0.008 D - - CodeIMiscCriteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.270 TPI Std: 2014 Max BC CSI: 0.178 Rep Fac Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specked Camber. Plate Type(s): WAVE VIEWVer. 18.02.01A.0205.20 ND 047182 14 efr STATE OF 7I.. QDp15058}B Sa3e9aXMDEDE l9fiBF0 Fe. nmaaia}uWeasuraN Vr+rwRM�i N ra,ttNrNxYr W OW itOYJYN v?.rl WI 4mRNNntoie. nim trapmdtla[a�u*vemeNmaS.m[�EN ugh! Nea fw.f rn>woeMicbmxtNw2ed rgaurmh ¢ota. as INCLUDING THE INSTALLERS Ci cli 1 ♦Maximum Reactions (Ibs) Gravity Non-Gmvfty Loc R+ /R. /Rh /Rw I /RL B 261 /- /- /193 /105 /108 D 89 A /- 167 113 /- C 117 /- A 149 186 /- Wind reactions based an MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width =1.5 Min Req = - C Brg Width=l.5 Min Req =- Bearing B is a rigid surface. Bearing requires a seat plate. Maximum Top Chord Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 23 D B-C 45 -96 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 to build the rver page he suitability rrnry omponrun.. u< I SEQN: 7031041 T29 / JACK Ply: 1 Job Number. 3fiCS0057A FROM: TP Qty:2 1756-Eastham A/DR Horton/1756-Eastham A,DR Horton DRW. Wgt 15.416s Truss Label: CJA / ... 10/10/2019 Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0" Top chard Zx4 SP #1 Bot chord 2x4 SP #1 C 12 T T 5 � W (V (O 2X4(A1) B 04A 1 D SEAT PLATE REQ. Wind Criteria Wnd Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 R TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist D to h/2 C&C Dist a: 3.00 R Lae. from endwall: not in 4.50 fl GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on bath MWFRS and C&C. 4'3"8 4'3"8 Snow Criteria(PgPt in PSF) DefgCS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in foe L/defl Uft Pt. NA Cc: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.004 D - - HORZ(TL): 0.005 D - - Code /Mise Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Mex TC CSI: 0.217 TPI Std: 2014 Max BC CSI: 0.128 Rep Fee. Yes Max Web CSI: 0.000 FT/RT:20(gY10(0) Mfg Specked Camber. Plate Type(s): I VIEW Ver. 17.02.02.1208.15 WAVE No 047182 STATE OF <0035958ffiSa3a9r9r MOrpE M6Bmf9. NN�rumkq agwmusaN m,wun wvasi N Q2.Sk.NllY1}N WfLs�ese�NM� V1 W4.1 wLWt37uNtU.� 1M'tiaNnd a+a Ewnvf nmltmJmNmpuSN w60 n EYYW2rihwW V.ttNMe1N�Unf mWereUm.Y mole INCLUDING THE INSTALLERS on ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 236 A /- /177 196 195 D 75 /- A /56 110 A C 99 A /- 141 172 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width =1.5 Min Req = - C Brg Width =1.5 Min Req =- Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chard Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 38 -83 Maximum Bot Chard Forces Per Ply (gm) Chords Tens.Comp. B-D 0 0 rrnty nmpanenn.. uc SEQN:704805/T17/JACK I Ply:1 Job Number. 36CS0057A FROM: JAH Qty:4 1756-Eastham A/DR Horton/1756-Eastham A,DR Horton DRW: Wgt: 15.41bs Truss Label: CJB / ... 10/10/2019 C Loading Criteria (pull 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" Tap chord Zx4 SP #1 Bot chord 2x4 SP #1 SEAT PLATE REQ. '- 1'0"5 Wind Criteria Wnd Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 fit GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. "IMPORTANT" FURNISH THIS 4'0"5 4'0"5 Snow Criteria(Pg.Pf In PSF) Ds8/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in lac Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LQ:-0.004 D - HORZ(TL): 0.004 D - - Code/Mist Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.173 TPI Std: 2014 Max BC CSI: 0.111 Rep Fee: Yes Max Web CSI: 0.000 FT/RT:20(Oy10(0) Mfg Specked Camber. Plate Type(s): WAVE 1 VIEWVer. 18.02.01A.0205.20 No 047102 STATE OF �D10058380D9D9CBCMOFOET960 ED F9 du�wn+enYaW �auv rvseNuanwmxt n N. uc emul a w our raa+rCen w4+1 • sra.i nnW'ban�M> MnrM<5walas0uuec3r�mla� W me�ulad �umC Ntl�9Wl+Wv�otlm�n wtbvrNmmq ... 'ALL NOTES ON THIS DRAW NGI ALL CONTRACTORS INCLUDING THE INSTALLI installing and bracing. Refer to and follow the let actices prior to performing these functions. Instat. properly attached structural sheathin end Bolton rshaint of webs shall have bmnn9 ins@lied per B( as shown above and on the Joint Details. unless TT 11 ♦ Maximum Reactions (Ibs) Grev'dy Non -Gravity Loa R+ /R. /Rh /Rw /U /RL B 228 A /- /170 /95 180 D 70 /- /- /53 /9 /- C 91 A A /35 166 /- Wind reactions based on MWFRS B Brg Width = B.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Big Width = 1.5 Min Real = - 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 23 0 B-C 34 -75 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Cemp. B-D 0 0 failure to build the g or cover pa a on. The But bility nnq, ONJM)!2/llS ua SEQN: 704707/T8/JACK Ply:1 Job Number. 36CS0057A FROM: JAH Qty:4 1756-Eastham A/DR Horton/1756-Eastham A,DR Horton DRW: Wgt 12.6 lbs Truss Label: CJ36 / ... 10/10/2019 Loading Criteria (psi) TCLL 2D.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 chard 2x4 SP #1 Got chord 2x4 SP #1 L C 12 5 T m M 2X4(A1) N 4 B 1 D SEAT PLATE REQ. 1 3'5"11 3'55"11 Wind Criteria Wnd Std: ASCE 7-10 Speed: i60 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00It TCDL: 4.2 psf BCDL: 5.0 pat MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00It Loc. from endwall: not in 4.50 fit GCpi: 0.18 Wind Duration: 1.60 Wind Member design based an bath MWFRS and CBC. Of Snow Criteda(Pg,PNn PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl L/# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.002 D - - HORZ(TL): 0.003 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.127 TPI Std: 2014 Max BC CSI: 0.083 Rep Fac: Yes Max Web CSI: 0.000 FT1RT-.20(0)f10(0) Mfg Specked Camber. Plate Type(s): I VIEWVer. 18.02.01A.0205.20 WAVE No 0471,62 STATE OF 0001585B78•SDOD9C][MDEOE19E8 FO F9 �mveyrrycyn w rmMraun�mmt NPLaCNaY1m�6W 6a,rabM m.rieWi r.0m4a�tOh. R4:td"Dxi el tla Eaurov w rctmmb�C ¢px1 N r�alC N va vhi w¢vsbummw au M �,fN a M aN�mk ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw I /RL B 207 /- A 1159 187 18D D 60 /- A AS /8 /- C 77 /- 1• /30 /SS /- Wind reactions based on MWFRS B Big Width =8.0 Min Req =1.5 D Brg Width = 1.5 Min Req = - C Big Width = 1.5 Min Req = - Beadng B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chard Farces Per Ply (Its) Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 29 -67 of Maximum Bot Chard Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 �nry omponnrrr. v� SEQN: 704695/T32/JACK Ply:1 Job Number. 36CS0057A FROM:JAH Cry:4 1756-Eastham A/DR Horton/1756-Eastham A,DR Horton TDRW: Witt 12.6 to, Truss Label: CJ3 / ... 10/10/2019 12 C 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 TT EM 2X4(A1) B T A -1 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00 R TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 it LDC, from endwall: Any GCpi: 0.10 Wind Duration: 1.60 Wind Member design based on both MWFRS and CBC. THIS a SEAT PLATE REQ. 3' M Snow Critaria(Pg,Pfin PSF) DeR/CSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in toe L/de8 Lf# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CQ: NA Snow Duration: NA HORZ(LL):-0.002D - - HORZ(TL): 0.003 D - - Code/Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.138 TPI Sid: 2014 Max BC CSI: 0.080 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber. Plate Type(s): VIEW Ver. 18.02.01A.0205.20 WAVE No 047162 it 9 ; STATE OF Qee15e54115D3D9CXMDEpE196emr9 �"°m'�°�r4wa ma.vra pmaar•muay wp.uc rrmim wemaa.rbw uryrvwr =omacwema wrriaaq.amaam..mr eawaavamreraJ wma aa6v V Wlartwaumm4m¢ebwdmm MJurmss anm. to of ♦ Maximum Reactions (Ibs) Gravity Nan-Gmvdy Loc R+ /R- /Rh /Rw /U /RL B 191 A A /150 /82 172 D 51 /- /- /40 /6 A C 63 /- !- 124 147 /- Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.5 D Big Width =1.5 Min Req=- C Big Width =1.6 Min Req=- Beating 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 23 0 B-C 24 -82 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 �nty omponmrs. u< SEQN: 704705/T10/JACK Ply:i Job Number. 36CSOD57A FROM: JAH Qty:4 1756-Eastham A/DR Horton/1756-Eastham A,DR Horton DRW: W9t: 11.2 lbs I Truss Label: CJ16 / ... 10/10/2019 Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Top chord 2x4 SP #1 Bat chord 2x4 SP #1 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph EnrJOSare: Closed Risk Category: II EXP: C Kzt NA Mean Height 15.00It TCDL: 4.2 psf 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 an both MWFRS and C&C. KO 12 5 C 2X4(A1) B T T cn SEAT PLATE REQ. T5"11 i Snow Criteria(P9.Pf in PSF) DeRICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in lac L/defl LIN 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 - - CodelMiscCriteria Creep Factor. 2.0 Bldg Code: FBC 201T RES Max TC CSI: 0.134 TPI Std: 2014 Max BC CSI: 0.017 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:2O(0)/10(0) Mfg Specified Camber. Plate Type(s): WAVE I VIEW Ver. 18.02.OtA.0205.20 No 047102 ¢r STATE OF Ga0158581B Sa3a9CHKOPrf T960 EDFe. mn.uum[<I.fi++'ar maWuavw,�uiwt M{0..aCN13r1{tl W IaYIAMfYw ufy. WI nfi4lf4tlb WfEttue=CwMO.LLYafS1�jYSYd W6r MStl'afYL1aM Ja,<W,a3�Am'Yf-0q WYd04vGY mitt. THE INSTALLERS ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /RW I /RL B 150 I. A 1128 173 /44 D 20 A /- /23 /8 /- C 13 /- A 114 /11 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width=l.5 Min Req= - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Farces Per Ply (Ibs) Chards Tens.Camp. Chants Tens. Como. A-B 23 0 B-C 6 -20 Maximum Bat Chard Forces Par Ply (Ibs) Chords Tens.Comp. B-D 0 0 the V zb ompauun, u< SEQN:704697/T35/JACK Ply:1 Job Number. 36CS0057A FROM: JAH Qy: 4 1756-Eastham A/DR Horton /1756-Eastham A,DR Horton DRW: Witt: 11.2 lbs Truss Label: CA / ... 10/10/2018 12 5 C 2X4(A1)B �_ o) A s D Loading Criteria (pst) 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 91 Wind Criteria Wnd Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mena Height 15.OD ft TCDL: 4.2 psf BCDL: 5.0 pad MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00It Loc. from endwall: Any GCpt 0.18 Wnd Duration: 1.6D Wind Member design based on both MWFRS and CBC. SEAT PLATE REQ. Snow Criteria(Pg,Pt in PSF) Deg/CSl Criteria Pg: NA Ct NA CAT. NA PP Deflection in loc L/defi L/# Pt 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/Misr Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.138 TPI Std: 2014 Max BC CSI: 0.015 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber. Plate Type(s): WAVE VIEWVer. 18.02.01A.0205.20 No 0471OZ STATE OF un�m*e vycp�aeavaaMrumv��uue+. n lnixxentuYaa�[m�ew�eW vbrluwi ni4aefrarJ,ltla. Mo9d¢pHvdenfaoeml�mtmniCmCrV +'>b Wdfl NWWLSMMNWm' [ylors'atMwNVmMJmiocY cyn. per Bi unless ♦Maximum Reactions (Ibs) Gravity Non -Gravity Lac R+ /R- /Rh /Rw I /RL B 148 /- /- 1133 /85 /35 D 11 /-1 /- 118 /10 /- C - /-13 /- 125 125 /- Wind reactions bzzed 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 23 0 B-C 24 -14 Maximum Bot Chord Fames Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 failure to build the cover page [!Rry omywnems. u� SEQN: 704699 / T41 / HIP_ FROM: JAH 1 Jab Number. 36CS0057A 2 1756-Eastham A/OR Horton /1756-Eastham A,DR Horton 37.8 lbs Tram Label: HJ66 DRW: 10/10/2019 Loading Criteria (ps0 TOLL: 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 91 Webs 2x4 SP #3 SEAT PLATE REQ. 1'S" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: It EXP: C Kzt NA Mean Height 15.00 R TOOL 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 R Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Loading Hipjack supports 65-8 serbacklacks with no webs. Wind Wind loads and reactions based on MWFRS. 9'1"9 TV9- 0 8'7"10 5"1 8'7°10 9'1' Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions(Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in Inc Udell I-/# Gravity Non -Gravity Pf. NA Ce: NA VERT(LL): 0.019 C 999 240 Loc R+ / R- / Rh / Rw / U / RL B 283 /- A /- 1136 /- Lu: NA Cs: NA VERT(CQ: 0.036 C 999 180 Snow Duration: NA HORZ(LL): 0.006 F - - E 315 A /0 A 173 /0 HORZ(TL): 0.011 F - - Creep Factor. 2.0 D 177 A A A /152 A Wind reactions based on MWFRS Code r Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.291 B Brg Width =10.6 Min Req = 1.5 TPI Std: 2014 Max BC CST: 0.493 E Brg Width = 1.5 Min Real = - Rep Fac: No Max Web CSI: 0.228 D Brg Width =1.5 Min Req = - Bearing B is a rigid surface. FT/RT:20(0)/10(0) Mfg Specked Camber. Bearing B requires a seat plate. Plate Type(s): Maximum Tap Chord Farces Par Ply (Ibs) WAVE VIEW Ver. 18.02.01A.OZ05.20 Chords Tens.Comp. Chords Tens. Comp. A-B B -5 C-D 50 .59 B-C 381 -568 No 047102 STATE OF ceai5a5a285e9a9C![A6aEDE N60 FD f9 •+�mv �wrra. wvn,eww�r n pi.rc naalear[m,N.",r aarwyr wt Ri2d [ipYiN Vnfausetlman6lteCJbrG EdulMraLO M JaLwiaMvuKSma�r 3NmdM r^®Y�iea,aii mNo Maximum Bot Chord Fames Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-F 545 -353 F-E 0 0 Maximum Web Fames Per Ply (Ibs) Webs Tens.Comp. C-F 378 -584 rrncy anrpantnv, va SEQN: 704826 /T9 / HIP_ Ply: 1 Job Number. 36CS0057A FROM: JAH Qty:2 1756-Eastham A/DR Horton/1756-Eastham A,DR Horton DRW: Wgt: 25.2 Ibs Truss Label: HJ56 / ... 10/10/2019 C 4 Loading Criteria (psf) TCLL: 20.00 TCDL 7.00 BCLL: 0.00 BCDL 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soft 2.00 Load Duration: 1.25 Spacing: 24.0 ° Top chord 2x4 SP #1 Bat chord 2x4 SP 91 SEAT PLATE REQ. �— TY Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EKP: C K t NA Mean Height 15.00 R TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist.. 0 to h/2 C&C Dist a: 3.00 R Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Loading Hipjack supports 55-7 setbackjacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pt in PSF) Pg: NA Ct NA CAT: Ni Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code IMisc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE E7 7'8"9 7'B"9 DefgC51 Criteria PP Deflection in loc Udell L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.016 D - - HORZ(TL): 0.030 D - - Creep Factor. 2.0 Max TO CSI: 0.673 Max BC'CSI: 0.389 Max Web CSI: 0.000 Mfg Specified Camber. VIEWVer. 18.02.01A.0205.20 No 047102 M aomsasslssomscxascrt0srsm m i9 Itrh..iKMf1{IjNlyfim[Mpdan Wt(t1Y41 1gbJbaK�[C[. Ntmi[tpsxanaaeruwammrmum[agtSW c.ea W Un WitNLeeyZ'a0#amKtNwVeL an[t9[I[n,uY[ T 1 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /N /RL 8 229 A /- A ills /- D 107 /- /- /23 /- /- C 236 /- !- /- 1179 /- Wind reactions based on MWFRS B Brg Width = 10.6 Min Req = 1.5 O 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 12 -8 B-C 67 -51 Maximum got Chord Forces Per Ply (Its) Chords Tens.Camp. B-D 0 0 THEINSTALLERS A follow the latest edition of BCSI (Building nations. Installers shall provide temporary tin 9 and bottom chord shall have a pronpe Ir y f1"41 installed per SCSI sections B3, B7 or 910. )etails, unless noted otherwise. Refer to ompontnrs.w SEQN:704717/T37/ HIP_ PIy:1 Job Number. 36CS0057A FROM: JAH Qty:2 1756-Easlham A/DR Horton/1756-Eastham A,DR Horton DRW: Wgt: 21.0lbs Truss label: HJA ... / ... 10/10/2019 C 12 4.56 p T r 1� N [V O 2X4(A1) B A 1 D SEAT PLATE REQ. �- 1'1"3-}-- Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: It EXP. C Kzt NA Des Ld: 37.00 Mean Height 15.00 R NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Tap chord 2x4 SP #1 Bot chord 2x4 SP #1 Special Loads -(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25) TC: From 0 pit at -1.10 to 55 pit at 0.00 TC: From 2 pit at 0.00 to 2 pit at 6.01 SC: From 0 pit at .1.10 to 4 pit at 0.00 BC: From 20 pit at 0.00 to 20 pit at 4.31 SC: From 2 pit at 4.31 to 2 pit at 6.01 TC: 91 lb Conc. Load at 4.31 TC: 99 It, Conc. Load at 4.71 BC: 701b Conc. Load at 4.31 BC: 751h Conc. Load at 4.71 Wind Wind loads and reactions based on MWFRS. THIS a 6'0"1 6'0" 1 Snow Criteria(Pg,Pt in PSF) DBfgCSl Criteria Pg: NA Ct NA CAT: NA PP Deflection in loc Udee U# Pt NA Ce:. NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.007 D - - HORZ(TL): 0.016 D - - Code/Mist Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.430 TPI Std: 2014 Max eC CSI: 0.418 Rep Fac: Varies by Ld Case Max Web CSI: 0.000 FT/RT:20(Oy1D(0) Mfg Specified Camber. Plate Type(s): I VIEW Ver. 18.02.DIA.0205.20 WAVE No .047182 STATE OF 3DOlee58385D9D9C3[0.6OEDE T96e F0F9 a�ncmwivurygw ar wnaerwanune�y RAr-aeMOrlinrb Lwamn3enus,(r W41 t21tl1[4amp<OL n4.aawna tlm.enweuarmrrm�tmewntvtl wk( sennvrx.ae...vaemm.ec.xe. e..mm<nmwm.oa TO ALL ♦Maximum Reactions (Ibs) Gravity Nan -Gravity Loc R+ / R- / Rh / Rw 11.1 / RL B 193 A A A 132 A D 137 A /- /- /6 A C 148 /- A /- 186 A Wind reactions based on MWFRS B Brg Width = 8.6 Min Req = 1.5 0 Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Iha) Chords Tens.Comp. Chords Tens. Comp. A-B 12 -9 B-C 53 -31 Maximum Bot Chord Forces Per Ply (the) Chords Tens.Comp. B-D 0 0 V nrY omponttrts. u< SEQN: 704610 / T6 / HIP_ Ply: 1 Jab Number. 36CS0057A .1 FROM: JAH Qty:2 1756-Eastham AIDR Horton /1756-EasthamA, DR Horton DRW: Wilt 16.8 the Truss Label: HJB / ... 10/10/2019 Loading Criteria (psg 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 M1 Sol chord 2x4 SP 91 11 Ci 12 4.56 TT p O N 2X4(A1)B N 4 D SEAT PLATE REQ. � - 1'1 "7 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Krt NA Mean Height 15.OD ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Nst 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Special Loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac. 1.25) TC: From 55 plf at -1.12 to 55 plf at 4.44 BC: From 4 plf at -1.12 to 4 plf at 0.00 BC: From 20 pit at C.00 to 20 plf at 4.44 TC: 91 to Conc. Load at 4.31 BC: 70 to Conc. Load at 4.31 Wind Wind loads and reactions based on MWFRS. a 4'S"5 4'S"5 Snow Criteria(Pg,Pt in PSF) DefUCS1 Criteria Pg: NA Ct NA CAT: NA PP Deflection in roc Udell L/g Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.003 D - - HORZ(TL): 0.006 D - - Code /Misc Criteria Creep Factor 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.194 TPI Sid: 2014 Max BC CSI: 0.136 Rep Fac: Varies by Ld Case Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber. Plate Type(s): VIEWVer. 18.02.01A.0205.20 WAVE U No 047182 STATE OF G0a15e53ffiSD909L3[A60r DE 14a1mfa. °m�avv.aev/�W�unmisaaMv+u+�umxA M4Ltk.imr]lYl W r#JCuaba N!OrlSWi a'eattia=mote. mmawuaaaaamvasaainnuma �aaxu wsr Nao vu.irm{aviSme,mPwta«rho an w.+m(v+c aria. as THEINSTALLERS ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw I !RL B 255 /- /- /- 1142 A D 117 A A /- /1 /- C 189 /- /- /- /140 !- Wind reactions based on MWFRS B Brg Width = 8.6 Min Req = 1.5 D Big 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 24 -18 B-C 67 -50 Maximum Bat Chord Forces Per Ply ([be) Chords Tens.Comp. B-D D 0 Y", rtymponenrs.. Gable Stud Reinforcement 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 Co Kzt 1.00 Or, 140 mph Vlnd Speed,*IS' Mean Height, Enclosed, Exposure D. Kzt = L00 ,,, 120 non Wind Speed. 15' Mean Helpht.. Partially Enclosed. Exposure D. Kzt IAO S 2x4 Brace Gable Vertical pacing Species I Grade- No Braces (1) Ix4 1' Brace x (1> 2x4 'L' Brace Is (2) 2x4 1''Brace No (1) 2x6 'L' Brace x (2) 2x6 -L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3. to, 6' 7' 6' 0' 7' 9' e' 1' 9' 3' . 9' 7- 12, 2' 2' 8' 14' 0' 14' 0' S P F #3 3' 8' S' 9' 6' 2' 7' 8' 7' It- 9' 1' 9' 6- 12, a- 12' 6' 14' 0' 14' Or HF Stud 3' 8' 5' 9' 6- 1- 7' 8' 7' 11' 9' 1' 9- 6- 12' 0' 12' 6' 14' 0' 14. 0' Q Standard T at 4' 11' T 3' " 6' 7' 7' V e- IV 9' 6' 10' 4' It, i• 14' 0' 14' 0' � #1 4. 0' 6' 8' 6 ' 11, 7' to- ' 2' 9' 4' '9' e' 12. 4' 1 ' 9' 14' 0' .14' 0' J S P #2 3' 10, 6' 7' 6' to- 7' 9' 8' t' 9' 3' 9' 7- le, 2' le, 8' 14' 0' l4' 0' #3 3- 9' 5' 3' 5' 7- 6' 11' 7' 5' 9' 2' 9' 7- 10, 111 11' 8' 14' V 4-'-V D F L Stud 3' 9' 5' 3' 5' 7- 6' ll' 7' 5' 9' 2' 9' 7- to- It' U. B' 14' 0' 14' 0' C3 Standard 3' 6' a' T 4' 11' - 6' 2' .6' 7• 8' 4' 8' IS' 9'. e' 10' 4' 13' l' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9- e' to' 9' 3' 10' 7- 11' 0' IT it' 14' 0' 14. 0' 14' 0'- :P S P F 03 4' 2' 7' 1' 7' 9' B' 9' 9' I" 10' 5' 10' 10' 13' 9' 14' C' 14' 0' 14' 0' S- U HF Standard 4' 2' 6- 1' 6' 5- e' 1', 8' 8' 10, 5' to, to, 12' 8' 13' 7' 14' 0' 14' 0' \� #1 W 7' 7' 7' '7' II' 9' 0' 9- 4' 10, e- ll' I' 14' 0' 14' 0' 14' 0' 14' 0' / S P #2 4' 5- 7' W 7' 9- 8' to, 9' 3' 10' 7- 11, 0' 13' 11' 14' 0' 14' 0' 14' C' #3 4' 4' 6' 5- 6' 10, 8'. 6' 9' l' to, 6' 10, 11' 13' 4- W0' 14' 0' 14' 0' 01 � D F L Stud 4' 4' 6' 5- 6' 10' 8' 6' 9' l'. 10, 6- l0'. I1' IT 4- 14' 0' 14- 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6• 8' O' 10, 2' 10, 10, 11' 10, la, 7- 14- 0' 14- - -Q #1 / #2 4' 10' - 8' 3' or 7' 9' 9' 10' 2' 10' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' d S P F 143 4' 7' 8' 2' B' 5' 9' 8' 10, B. 11' 6' le, o' 14' 0' 14' 0' 14' 0' 14- 0' U U 1 IF Stud 4. 7' e, 2' 8' 5' 9' 8' 10, 0' IV 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 9' 6 �l -Standard 4' 7' 7' W T' 5- 9' 4' 10t 0' IV 6' 12' 0' W0' 14' 0' 14' 0' 14' 0' X #1. 5, 1' 8' 5' B' R. 9' Ili to, 3' 11' 9• 12' 3' 14' 0' 14, 01 14' 0' 14' 0' d S P 02 4' to- e' 3• 8' 7' . 9' 9' 10, 21. 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' l4'0' #3 4' 9' 7' 4- 7' 10' 9' B' 10' 1' 11' T - l2' 0' I4' 0' 14. 0' l4' 0' 5'.0' e-1 DFL Stud 4' 9' 7' 4- 7' 10' 9' 8' 10, 1' It' 7' l2' 0' 14' 0 14' V 14- 0' 14. 0' Standard 4. 7- 6' 6' 6' It- 8, a, - _ 9' 3' Ili 6' 12' 0' 1 13' 7' 1 14' 0' 1 I4. 0' 1 14' -0' Diagonal' brae .,Vona vs,be.t length nay be doubled when dl.gonal bloc. Is used Convect alogenol br4ce for 60011 ,% each end. Max .eb total length Is 14'/ Vertkal length sham In Coble above. AN INJCOMPAW Eanh ,ty.mn,Omo Earth Cary, M0600E5 ble Tease 2x6 Dr-L e2 0 better dragon, brace) sinole or doubla cut Cas at Wiper end .evnwmrae alma nx ..a94tiAxr.. rwaal raw DIUAA o, IorpW using gn Farm Morr on. wt� n... W1ee ..t parKLws. Bracing Group Species and Grades' Group At S woe-PMe-Fir Hen -Fir 01 02 SUIshrtl 02 SNd #31 Stud' #3 Stantlertl Voa [as III r-La rch Southern Pne.. #3 103 swd steel Stonderd Standard Group Bit Hen-Flr #1 b Btr #1 Dea las FIN.arse Sa,Ahlrn Ph.... 41 #1 #e .2 Ix4 graces slot be SRB (Stress-R.tad Deard). uroe 1.4 So. Pine use arty Industrlal 55 or Industrlal 45 Stress -Rated Boards Group B values may be used .IM these lodes. Gable Truss Detall Notes, Vend Lead deflectlon criterion Is L/e40. Provide upUft connections for 75 ptf over continuous bearing (5 psF TC Dead Load). Gable end supports It Fran 4' 0' uttooker. with IV 0, overhang, or 12' plywood overhang. Attach IV braces .Fth 10d (QI28'x30' mW no0s.' W For (1) Y' brace- space non. at 2• o... m 18' end zones and 4' .c betsean zones. )Kw., (2) Y' braces apace mans at 0' al, in IB' eM zones and 6' os. betseen zanes 'L' bracing must be o hinhum of 609 of .so member length Gable Vertical Plate Sizes • Vertkal Lennth No Refer to carman truss dr design fo peak, spike, and hest plates. Refer to the guiding Designer far conditions met addressed by this detall. REF ASCE7-10-GAB16015 DATE 10/01/14 S Ike Less <lan 4' 0' 2X3 Greeter ikon 4' L', but less than II' 6' 3%0 Greater than IV 6' ,%I Y t1F CSp w�\ MAX. TOT, LD. 60 PSF MAX. SPACING 24,0' , Gable Stud Reinforcement Detail ASCE 7-10: 160 Mph Wind Speed, 30' Mean Weight, Enclosed, Exposure C, Kzt = 1,00 On 140 MPH What Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = logo Or, I40 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 '(ln 120 non Wind Sneed. 30' Mean Helont. Partio0vEnclosed. Exoosure ➢. Kzt = 1.00 2x4 Brace Gable Vertical pdcing Species Grade No Braces (U lz4 'L' grace • (1) 2z4 'L' Brace z <2) 2x4 'L' Brace • (U 2x6 'L' Brace . .. (9 2.6 'L' Brace x Group A___T_ Group B Group A - Group B Group A Group B. Group A Group H Group A Group B . g1 / H2 6' 3' 6' 6' 7' S' 7. 8' 8' 9' 9' 2' IV 7' 12' 0' 13' 9' 14. 0' S P F 93 5' S' S' 9' 7' 2' 7' 7- - B' B' - 9' t' It' 3' 1t' II' 13' 7' 14' 0' Cj)Stud U S' 4' S' 8' 7. 2' 7' 7' 8' B• 9' !' It, 2' ll' 11' 13' 7' 14' 0' Q HF 'Standard 4' 7' 4' lt' 6' 2' _ 6' 7'. 8' 4- 8' h' 9' 8' 10' 4' 13, 1. 14' 0' 01 , 6. 4' 6' 7' 7. 6- 7' 9' 8, 11' 9' 3' 11' 91 l2' 2' 13. It' 14' 0' _J C S P It2 6' V 6' 6- 7' S' 7' B' B' 9' 9. 2' 11' 7- - t2' 0' 13, 9' 14' 0' B3 13-7- 4' 10' S' 2' 6' S' 6' It' 8. 9' 9'l' 10, 1' lo' la- 13, 8' 14' 0' as D F L stud 4' t0- S' 2' 6' S' 6' ll' o,9.9' l' 10, 1''to, to- 13, 8' 14'0' Standard 4' 3' 4' 7' S' B' 6' 1' 7' 9' 8. 3' 8' 11' 9' 7- 12, 2' 13' 0' U 'Bt / g2 - 7' 2'7' So B' S' e' 9'"10, 1' 10' 6- IT 3'13, 9' 14'.0' .14' 0' SPF H3 6' 7' 7' S' 8' 4' a,11.9' lt- 10' 4- 13' 1- 13' 7- 14' 0' 14' 0' U Stud 6' 7' 7' 0'_ e' 4- g' e( 9' it- to' 4' 13' 1' 13' 7' 14' 0' 14' a' O H F Standard 4' V S' 8' 61 a, 7. 6- 8' 0' 9' it, to' c' ll' t0, -12, a- 14' 0' 14' 0' N1 4' S' 7' 3' 7' 6' no 7' B' it, 10, 2Y 10' 7' 13, S. 13, R, '14' 0' 14' 0' ., S P H2 4' 2' T 2' 7' S' 8' S' 8' 9' 10, 1'. to, 6' IT 3' 13, 9' 14' 0' 14' 0' B3 4' V S' I1' 6. 4' '7. It' B' S' 10' 0' 10' 5- 12' S' 13, 3. 14' U' 14' U' N ° D F L Stud 4' i' a. 11' 6' 4' 7' 11' 8' S' to, a, t0' S' 12, S' IT 3' 14' 0' 14' 0' Standard 4' 0' S' 31 5' 7' 7' 0• 7' 6' 9'' S' t0' 2' H' a• III 9' 14' 0' 14' 0' _Q #1 / N2 4' B' - 7' 11' 8' 2- 9' 4' 9' 8' to, 1' it' 6' 14' 0' 14' 0' 14' 0' 14' 0' �s S P F 83 4' S' 7' 7' g' 1' 9' 2' 9' 6' in, 11' S• 14' 0' 14' 0' 14' 0' 14' 0' l_'j U LJ f Stud 4' S' 7' 7' 8' V 9' 2' 9' 6' 10, U. 11"5' - t4' 0' 14! 0' 14. 0' 14' G' O H Standartl. A' S' 6' 6' 6' 11' 8' B' 9' 3' t0. 11' tl' S' 13' 7' 14' 0• 14' 0' 14' 0' X H1 4' 10' H' 0' 8' 3' 1), 5' 9' 9• 11' 2'HE I4' 0' 14, 0' 14` 0' P B2 4' 8' 7' It- 1.1.9' 4' 9' 8' 1t- 1'' 14' 0' - 14' 0' 14. 0'1� H3 4' 6' 6':10' 7. 3' 9'1'9' 7' 11' 0'' 14. 0' 14' 0' 14' C' DFL Stud 4' 6' 6' 10, 7' 3' 9'I'9' 7' 1P 0'' 14' 0' 14' 0' la' 0'_Stdndartl 4. 5' 6. 1• 6' S' 8' I' e' T 10' 11'8' 13' T 14' 0' 14' 0` e bouts Bb6onal Mace -1 l- T vertleal length rxI, be de.hled then d1o,anal Is, AI Mace 1. Is used Co.." L ,koonal brace for 690a 'L' et each end, Max ..b Brie 1 total I"th IS 14'.ME35 - 2x6 BF-L 02 ar baiter dl.genal T Vertical length shown bracet single 8: X In table above. or double cut +5• (as sham) a<. L 1. upper end. Correct dboaru at I Refertochart as Mineola abDaa M MALL M. Aifh.; . dbn Vlsa m wnmrw ew.en. le. cMtt mboo car AN fNyCOMMHY <Hc d-arh,, am We-I,-I,4.uwd tnG tn,.e h c ,rnancG r,m et a+xve rJPl (, x ter h.,n do• nanapYm t bvcbp o, we... A G.elYYppanr *a,& beMyyqm Coen plotIle rio (Hs xnon no. h,xaU. a¢fpYrca a pofesl frr _ebre<uer tM.otNYr.apu�GltwY eP W a42,0 aG9per,.I RS 1 Se 2 eraY 1]t89LaM(ron10%ire rm nv. FGorrotbn .G. tW Jab,. a.rwwl robe ". and YeGG ... GN... Evdl C�ly,G106Nt5 All. nletphdt.wnl iPU nxtphstorpl .3CP. n.cbch4uttryary M',nlecsaf for OF Bracing Group Species and Grades) Group A, S -0Lle-Fk Hen-F4 Oi Y a2 Stantlntl a2 St a3 StW- 1 1 13 Standard Do lag r1r-Lurch South re Pine... tl3 a3 stud stag SWFdartl Standard Group B, Hen-Flr a L Bt etr BDeFln-Larch Southern Plea" al tll a2 tl2 lx4 Braces small be SRB (Stress -Rated Board). aafor 1.4 So. Pine use arty 9nduatral 55 er Industrial 45 S4ess-Rated aoordso Group a VOIU26 m0 be YSad sIt [YIPS, radG Gable Truss Detail Notes, Wind Load def(ectlon criterion Is L/240. Pravlde up0ft eannectlens for 135 of over cendnuous beam, (5 psf TC Dmd Load). Gable ed ..,art. load iron 4' a' ..Uookers -rlth V O' overh>na. an 12' plywood overhana. Attach 'L' braces akin IOJ (0328'xi0' mW naRs. 'd( Par (1) 4' brae,. space Hall at 2• ..e It or end zam.. and 4' od. bet.e.n zones. tl(g(rar (a) 9.' Maces, space ,alms at 3' as. It 18• end zones and 6' C. between zones. 'L' bracee, must be a.nlNnun of 80% of mob member Inptl+. Gable Vertical .Plate Sizes V¢rtical Len tM No S Ike Lass then Y 0'i 2x4 Greater than 4. 0', Wt 1 04 less titan L2' 0' . Refer to oemndn truss design For peak, spike, and Heel plates. Refer to the Building Designer for conditions not addressed by this d,taa. TOT. LD. IDATE 10/01/14 1 Relnfc Men Gi Ti Gable Detail For Let —in Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace Is 90X of member length. No 'L' Or 'T' race required In lieu of scab brace Gable vertical Length greater than 48' 'L' or 'T' brace required gnXl CFon4Mnn 4 Nall ier her be uss Sp..d At 4' O.C. 4 Na1 Celling Gable vertical length treater than 48' 'L' r 'T' brace required Refer to appropriate Alpine gable detail for Wrllnum plot. sizes for verticol studs. QRefer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web.. / Exompl.i 2X4 Imo2 ' 2X4 "/_�(Ij—'lI2VX8 Provide connections for uplift specified on the engineered truss design Attach each 'T' reinforcing member with End Driven Malls. IOd Common (0.148'x 3.',min) Nags at 4' o.c. plus (4) nalls In the top and bottom chords. Toenalled Nalls. 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 Deta1 Drawings A13015051014, A12015051014, A11015051014, AIDOIS951014, A14DI5051014, A13030051014, A12030051014, AlID30051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101C14, A12015ENC101014, A14015ENC10I014, A16015ENCI01014, AIBD15ENC101014, A20015ENC101D14, A20015END101014, A20015PED101014, A1153DENC101014, A12030ENC101014, A1403CENC701014, A1603DENCIDI➢14, A18030ENC101014, A20030ENCIDID14, A2003CEND101014, A20030PE➢101014 See appropriate Alpine gable tletall for mcudmun unrelnforced gable vertical length. 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Ralnf... rg Member Member T..-na1 - Dr - End-..R To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Example, ASCE 7-10 Vlnd Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical - 24'o.c. SP 03 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) - 30% = 1.30 (1) 2x4 'L' Br.ce Length - 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x8'7'=It' 2' 'T' Relnf. Mbr, Slze 'T' Increase 2x4 30 X 2x6 20 Y. he 17 I� I IL�� AN AW COMPANY 133891ekt6oma00 ERMCl/,1106W wevAR)mra READ wm FDLLDw ALL IOlL4 a THIS DRAIID3(d mmnAxm llA!!m1 11aS DRAVDwi 10 ALL CMpMCIOIS D41mDL TIE D6TNL06 Truaan rep," extrelr con h I.trlrotwq. MMby abPwV, b"al eM brecmp Re1ar to am IdW the latest section M 651 (m,tdwg Can avant Safety DNornatM, ty nl am 3WA) for Safety eractbew prior to pMominp iroca ou me. 4dtpuerw aroa P,.w temp. We pr )[SL risew ,ctM oWreW, e.p ahartl .rou row xan.ty ."ached atrvcwd amesrs, a,wP best... awe crell rove . properly .ttocrod 09, uVp. Locatwhe c.oen far peasuwnt lateral "street of ..be RT or D10, as ap . asApply pales to each fan .loll Iwve bracbq. son .. tl per BW uctlma the of Stun and W ��ssltna aw doer abew wM an tlr or Defan, of robe 1 oLate. Refer to droeep 1611h-z far sbndvtl pleb potltbrd. Npha, a dvbid. 01 Ile DWrdbpp Crnponards Inc d olt not ro respmdwe far daN ,Omn from this d•oehp any false to bald the truss N .Herrman with AM/71m L .r for ha acfik , shexh . mctallatbn b bracwp W trupnc A sael on this all .1 ar — weep this d awb.o, w.dntes acoaptenew aA profawalcal `.�r cbr`P .mxy va.'°iP d.X m.. TM S.wbudy cowl ..c. & Siva d ow, tar ay • is t nepd.mmy M shown, Iwalwr per ANSVTpI :.ia 2. rot mare IMoreatba ... the Jaws'nas" .w. paps ana these eb sreu ALI'm en.olpMitesehl V1, wawtpmctsral Slim msbcmwnrysry ICG swelccsafe no aw„ rs�IWNA 4 dap ftyfv e'+4'" f we uTlu )tea a a:, • fc= p: a E aP f�vj � oq� ,®�ONAt ,S "'�"`" _ — MAX. TOT, LD, 60 PSF REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN7014 DUR. FAC. ANY MAX. SPACING 24.0' 2x4 Chords x Hip Frame Details Hip Frame W4X4, Min.—_ 89 ■ Hip Frame, 'R' —F- Common J sses nc`#1 Hip Pltchedand Sheathed Chord Area Hip Framex B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2> 0.131'x3.5' nails. Bottom chord of hip frame to be attached to #1 hip with 0.131'x3.5' nails @ 6' o.c. maximum spacing. Hip frame, stops at plumb cut of Section B` B jacks to maintain pitch continuity. x 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 may be trimmed up to 2' to fit. Stepped Hip �f purlins must be intact and properly attached. �-^ Setback —�—System Trusses - Use this detail fors ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C,. or Hip Frame -provided by truss manufacturer. ASCE 7-10, 160 mph, 30 Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated. Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system .must be So. Pine lumber, StucturaneLs Residentlal, Wind TC bL=4.2 psf, Kzt=1,00 Tor hinafW@yi�:�'( 4rlinsust be properly attached directly. me EaM ary. M069615 -ATE OF C1nol HIP FRAME Valley Detail - ASCE 7-10i 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1.00 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 #3, SPF #1/42, DF-L #2 or better. x� Attach each valley to every supporting truss with, (2) 16d box (0,135' x 3.5') malls toe -nailed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=S 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. Unless specified otherwise on engineer's sealed design, forvertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80X 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 appliedpriorto valley truss Installation: Or Purllns at 24' o.c or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley Is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. 2X4 4X4 12 3X4 Valle 12 Mnx.I— - Spacing 2X4 X4 Pitched Cut if Square Cut Stubbed Valley ❑ptional Hip f--8-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail Valley Toe -nailed Valley o m n T u t 2 o. . "'S SQa`r9*�* 20-0-0 (++) Supporting trusses at 24' o.c, maximum spacing. � m.vua vamna 19c umx,cr¢. AN RWO]MMNY ,niiafo:9q.�.ro von:"b iu9d<neiru.a: r, Nr<W .e 4 G'ecly 0 4wn�a b.r p.— c. 10 9." =*V,biT„s4r tM1. t�, wlrtY 1tr W trSP 1=9laW� Mv.. .ntr n.pasNltY o1 tl� FVP Fry.xO69D95 Yo- w. M.m.tlm wr tlis ,pt 4PNG mnlMWt.cm. iVf. mt.M.< 0 u Partial Framing Plan TC LL 30 130140PSF ,C. DL 20 15 7PSF C B� DL 10 10 10 PSF Y E LL 0 0 0 PSF OF TOT. LD. 60 155157PSF 24.0' VALLEY BET gyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1.00 160 mph Wind, 3040 ft'.Mean Xgt, ASCE 7-l0, Enclosed Bldg. located anywhere In roof, Exp C; Wind DL= 5.0 psf thin), Kzt=3A. Or 190 nph. wlmd, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed lop, located anywhere In roof,. Exp D, wind DL= 5,0 psf (nln), 92t=1.0. Note, Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The: building Engineer of Record shall provkle diagpnal bracing or any other suitable anchorage to permanently restrainpurUns; and lateral bracing for out of plane loads over gable ends. Maximum truss spacing N 24' o.c, detail Is not app0cable If cap supports ackitlon4l loads such as cupola, steeple, chimney or drag strut loads. Detail A I Purlin Spacing = 24' o.c, or less 12 Up to 12 LTop Chord Scab (Typical Each End) Fiat top chord purllns required at both ends and at 24' max o.c. spacing. in between. Detail B I Purlin Spacing > 24` o,c. Piggyback cap truss slant moiled to all top chord purUn bracing with (2) 16tl box nails <Od35'z3.59 and secure top chard with 2x4 43 grade scab (I side only at each entl) attached. with 2 rows of 10d box nails (0.128'49 at 4' o.c. pttach'purUn bracing to the flat top chard' 12 using a Nntmm of (2) 16d box nails (0.135'x3.5% Up to 127 II II \\ \\ I I \\ ( I I I \ P 2w o.ca max ) Chantl Scab (Typical Each End> Chord Full Flat top chord purllns required at Depth both ends, purlln spacing > 24' o.c. Note' If purllns or sheathing are not specified on the flat top of the base truss, Purlin must be Installed at 24' ox. max. and use ➢etall A. MpM elvlabn o1 IN Meng empavn< Weiq Inc alwU k be ntWneRle Ion enY tl.Natbn iron / Jl(jTN y AN_gtV R)h1P,tN'/ tNa aveAmr Y falwe to buwa tw <wu In ro.nona ua nNS. 4 ar. s> nemAlna vNpyaq. ` (/F entallaN • brwcbg of twsaee. A seal Ws b Vag a cawr awoe g ths trn.i,6. M 1 a'o NMrce M YafewslmY 'e w'P�le!J..* �uiwr aaeo p'"'awo"aeur`yxi's°;r z""eye '9,r' UFt f'�Q' w4cay.&106 rive f hNnafta wee tMs ,pb amend notw page awl these eeb Wei• 7 fNxee(.Mo ewas Alvpm ew:sbexNwcmr mn ewwtph tarot S ewewb�evn, "wwQl 6p.eekaearwu b,SONn1 cNe Piggyback cap truss slant Maed to all top .chord purUn br.6rg dth (2) 16d box nails 00.135'05� and secure top chord with 2x4 b3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purU. bracing to the flat top chord using (2) l6d box nails (0.135'x3.5V. The top chord N3 grade 2x4 scab may be replaced with either of the FcNowingi l) 3X8 Trulox plate attached Ith (8) 0.120'x075' nails, (4) Into cap TC 6 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0020'xl.375' nails. Notes Nailing thru holes of wave plate Is acceptable. re addition, provide connection th one cf She following methods, B Trulox plates For 2x4 chord member, andrulox plates far 2x6 and larger chordrs. Attach to each Face a 8' oz. with (4)1.375' nails Into cap bottom chord antl (4)e truss top chord Trulox plates may beered 4' ac. Front to back faces.ated Gusset 7/16' (min) APA rated sheathing9 g9ussetsface). Attach @ 8' o.c. with (8) 6d common (0.113'x2') malls per gusset; (4) In cap bottom chord and (4)In base truss to chord. Gussets may be staggered 4' oz. from to bock faces. 2x4 Vertical Scabs 2.4 SPF 92, full chord depth scabs (each face). Attach @ 8' ac, with (6) 10d box nails (0A28'x3') per scab, (3) In cap bottom chord 'and (3) In base truss top chord. Scabs may be staggered 4' ac. front to back fares. 28PB Va. Piggyback Plot. One 28PB wave plggyback planate to each face iabric4tion. ttacheto supCogr�no ctrusstwithoF (4) 0.120'xl,375' nulls per face per ply. Piggyback plates may be staggered 4 o.c. front to back faces. 24.0' IRATE 10/01/14 1 CLR Reinforcing Member Substitution This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified ona truss .design but an alternative web reinforcement method is desired. Notes+ This detail Is only applicable for changing the specified, CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement; Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, 20 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 '2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 `2-2x400 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6W T-reinforcement, L-reinforcement, or scab reinforcement to .be same species and grade or better than web member unless specified otherwise on Englneer's sealed design. O10 Center scab on wide face of web. Apply (1) scab to each face of web, oVNN➢rOs 13A0 N0 iOLLaV PL. 1IDffS YI i�pBY3iTMlTv nm+ux 1NLS IIGVPn TO KL CIIIIiACiWS. AN MW COMPANY 133691.ainl ltkve T-Reinforcement or L-Reinforcement, Apply to either side of web Attach with 1001 (0.128'x3,0',r at 6' o.c. Reinforcing menbe a minimum 80% of web member lengthy Scab Reinforcement: Apply scob(s) to wide face of web. No more than (1) scab per face, Attach with 10d (0428'x3.0',min) nalls at 6' o.c. Reinforcing member Is a minimum 80% of web member length:. T-Reinf. or L-Reinf. Scab T-Relnf. L-Reinf. v2'�.� 3� ,��. OF0T. CsP .CQ.� TC LL PSF TC ➢L PSF C DL PSF PC LL PSF LD. PSF REF DATE DRWG DUR. FAC, CLR BRCLBSUB1014 Cracked or Broken Member Repair Detail Load Duration = 07 This drawing specifies repairs for a truss with broken chard Member forces may be increased for Duration of Load or web member. This design Is valid onlyy for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more 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 QU = Minimum nailing distance on each side of damaged area (B) <S) = Two 2x4, or two 2x6 side -members, .same size, grade, and species as damaged member. Apply one scab per face. Minimum side member lengths) = (2)<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. Nall Into 2x6 members using three (3). rows at 4' o.c., rows staggered. Nail 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 detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chordmay not support any tie-in loads. s L L �1! 4' O.C. �Typical + O + o + t0 + o O + O + 0 + 0 + —I 2' 1-- Stagger + = Back Face 10d Box (0:128' x 3', min) Nails, O = Front Face 2x4 Member - Double Row Staggere 2x6 Member - Triple Row. .StaAgere, Nail S AN IIW OOPMANY 13389 L.' MM 011. E Clµ Ma 63 6. sing Detait ve9 @ IMT NdaSH ilP Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 6350 730# 800# Web Only 2x4 18' 975# 1055#. 1295# 1415# Web or Chord 2x4 24' 975# 1055# 1495# 17454 Web or Chord 2x6 1465# 15B5# 2245# 2620# Web or Chord 2x4 30, 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 �35350 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3540# 4070# 4445# Web or Chord 2x6 �1460# 5165# 5280# 60954 6660# L U.t. H S L L Lmztmca. H L f w3Tuams \I q. �E/v REF DATE mwaro u9. ecs�. of NO. * DRWO ua"B.axr>°ti°t .`rws Na<ee to pq� Pace y K Y . .. E OF MEMBER REPAIR 10/01/14 STANDARD BOTTOM CHORD FALSE FRAME DETAILS LENGTH TO TRIM P EXISTING FILLER ;IGN IS SEPARATE FROM THIS DETAIL, (1450f FOR MSR) MATERIAL FOR FALSE OR STUD (900f FOR MSR) MATERIAL FOR LOCATE VERTICALS AT 4'-0' O.C. MAX., OR SEE NEXT OPTION. IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW), OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. -FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). xLATERAL BRACING IS NORMALLY REQUIRED 1 CHORD OF THE ORIGINAL TRUSS. SINCE MANY NUMBER OF REQUIRED BRACES, SUCH AS LUM. LOADS, BEARING LOCATIONS, ETC, IT IS .NOT STANDARD FOR BRACING EXCEPT TO SAY THP BRACING EXCEED 10'-0' D.C. FOR A SINGLE-P REFER TO SPECIFIC TRUSS DESIGNS TO, DETI FOR THE STRUCTURAL BOTTOM CHORD (MAY I PURLIN SPACING). BRACING. SHOULD ALSO BE CHORD AT 10'-0' D,C. IF THERE IS NO SHEAT DIRECTLY TO THE FALSE FRAME CHORD, BRAT CONNECTIONS ARE THE SOLE RESPONSIBILITI .�691INIrn T • nMv vrtni raw. w wte.t .adee w>cl..v Wcr wvrrra, Wrr. roaJ tivMo. anU rov propHy et �fI�O 9 �.rro �.�. It�I xw. • awa, a m AN RN'COM141NY trw e.W..m, rma. wtawewn . �aco� er A srol an Wa borbe I3teB laFebonlOMn� EorN Gry•N06N16 unrun�..:"rw: AND GRADE, WIND TO DEVELOP A CASE MAY THE : BOTTOM CHORD. DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TUP CHORD LOADING AND ANY TRUSS WEB CONFIGURATIONFOR 24' D.C. MAX. SPACING AND IOPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET DO NOT USE THIS DETAIL FORS L STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP 2. INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS. 3, LOADS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 4. DRAG LOADS CONNECTED TO THE FALSE FRAME. 5. TOP CHORD APPLIED FALSE FRAMES. 6. LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL, 7. VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'). .8. FALSF FRAMES ON CANTILEVER SECTIONS OF A TRUSS. - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, -A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE). PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BEPLACED AT EACH END IN ADDITION TO ABOVE REQ. JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN, VERTICAL BLC 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 DESIRE➢, VERTICALS MAY BE JOINED BY (2) 3x6. TRULOX PLATES WITH 0T 11. GAUGE (0,120') xl.375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), IF NEEDED, THE. FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' :LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) lOd BOX <0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY), _... /S?AYE OF OR BC BC FILLER 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) nails at 8' o.c, plus clusters of four nails. where shown in figure below (x), NOTEt #2 is the minimum lumber grade allowed for all species, NOTEi Add 210# uplift (max.) to reported truss uplift for wall connections. L— is --II II v1=— Ixrrer se mu.inw ,saa va term.a Wea. yenuw. acn.. a avtren er r1v as cmno-vns tx .mu t a. rwnw ro. w.iotM rrcw ,. /S;KATIF OF AN rrW COMMNY ure aw.vy. eer ren... se w erwa tr, rw,c..iu, nxsvte, i, r ne.c m. nNprFip : q YrleWpm . bMCNp Cr t 4 . . xet a u.. a ema a mwr wa it+<ro tW o-nNAti twnar eawarc. er c..r•.><rn� ' 'QD . $4 0 AN ew.•err,o C H.mo woos nrwe...w+wb-urW V,ro",TZ usenwr s�Hf Mff. rW�ku eHWoamr. nwE.srob;nve.frw.annr .rw1w6VaruRor.ie vionSr ear:2:+:a me.wo.r..w..e?s �¢nr;&ONA4i GLPYN mobbuttce,u iPl� .n.tObWtCrB� SSG .n..bc _ TOP CHORD REF 2X4 SCAB ❑,H. IOT TO DATE 10/01/14 140 PSF PLUS LIVE) jDRWG OHSCB2X41014 FAC. EJ w End Jack EJ (2) 16d TOE NAILS O12 1 YARIES� OPTIONAL SCISSORS BOTTOM CORD 1 4 eveled Jack (BJ) 4 x m w _ (2) 16d TOE NAILS q a. wag CONNECTION DETAIL I6-0-0 MAX. SPAN I. x (2) 16d GUN NAILS ' FOR EACH LOCATION TYPICAL END JACK (EJ) SHOWN TOP & BOTTOM N:T.S. MA7L 2x4 SYP Nailer 16" Long rp a'-o• Top. & Bottom use 16d I Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. OPnONAI WEB CONFIGURATION Iz vAtaEs (4) 16d NAILS See Connection Detail tz D vAta6 (4) 16d NAILS D See Connection Detail r �. OPDONAL WEB CONFIGURATION —(4) 16d NAILS See Connection Detail TYPICAL CORNER JACK (CJ) N.T.S. TYPICAL CORNED SET INSTALLATION .TYPICAL LIJADING (P.S.F.) TOP LIVE LOAD: 20 20 TOP DEAD LOAD. 16 7 WIND DESIGN: Mpx. 160 MPH PER ASCE 7-10 MI. 24' O.C. ..WARNING-- Read & Fallow all notes on this crowing. Fumish this drawing to all Contractors Including the installers TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. 1;1111111111/A �ARTj�'�,� �`��P• ��CENS`c�Fr'�: 4 0 p9 ^ STATE OF i0 OR V MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 1. .