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HomeMy WebLinkAboutTruss--8' 598" II� 7' y 0 ` vj Ex w to CJ1 CJ3 w CJ5 Q HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED OTHERPoSE ALL HANGERS ARE USP 'YIU526'. � 8Y78:' ELEV. T.CLL 20 pst T.GLL 10 paL LC.D1 7 pat T.C.DL 70 PILLtt rnl 70 pat BCD- 5 ptL TOTAL 55 µL TOTAL 37 pat OIR(A71011 FACTOR 1.75 DURATON FACTOR L00 M STANDARD ASCE 7-11) FLOOR TRUSS MAY BE ADJUSTED we 9iID 160 mph 2" FOR PLUMBING IF NESSARY BmIlm DPI O FLOOR TRUSS SPACING BUILM TTFE °® 7-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 4-3 16 HE 8" i1 1' - C � UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING 15 2<" O.C. EXCEPT A5 SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE. THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES NO BACKCHARCES WILL 8E HONORED. , WARNING CW vENnCHRU -ou+:nG ERELnpN AND/OR RElM<xE`Ir Ea<ONG IS NOT 1nE RE— RU56 OE9GNER, PLATE MANViALNRER. OR R1U55 RABmGTIXE. 1CR50 ARE [AVnOxEp l0 SEEx PRLRE540rvAL ApxtE REGARDING AND ERECTOR BRA NG mIICI IS ALwAvS REWIRED r0 PREVENT iOIS PPMxG C ASRUCATON9d6EE 'BR4ECrt1GA pgpp6m SSEs CO44ENlARr RANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FI 34736 omponents, uc one: (352)429-9429 • (352)429-0304 • Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS0068A Printed: Fri, Oct 112019 ✓oo informarion: Address: FOR Name and License Number: susromer Name: Creekside Lot 68/A )R Horton 3209 Trinity Cir lesadpNon., My, State, Zip., IEBB 1828-Call "C" LL OL Fort Pierce, FL Loading information: Roof Loada: TC Llve: TC Dead: BC Live: BC Dead., Floor Loads: TC Llve., TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Std., FBC 2017 RES ASCE 7-10 Wind Speed: 160 Bldg. Useage: Residential - CAT II Building Type., Wind Type: C MWFRC & C&C 1v/M Pages or sheets covered by this seal from: 1 thru 33 Total 33 i DESCRIPTION SEQNO ale DESCRIPTION SEQNO S DESCRIPTION SEQNO DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 AS 8 A7 9 AB 10 A9 11 A10 12 All 13 Al2 14 A13 15 A14G to A15 17 A1B 1e B1GE 19 C1GE 20 01 21 02 22 D3G 23 Ve 24 V4 25 EJ7 26 EJ7A 27 EJ3 28 CJS 29 CJ3 30 CJ1 31 CJIA 32 HJ7 33 HJ3 FILE. COPY -' 40015858M.5 mml=n a pip-w-Unwic n u e l Digitally signed by ijiEke Manuel Martinez No } I n 2019.10.11 'v 4, t. P 14:4� 50-04'00' rya. Si�TE OIF Page 1 of 1 r — r SEQN: 668477 / T10 / COMN Ply: 1 Job Number. 36CS0068A FROM: AH Qty: 11 4EBB 1826-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt 224.0 Ibs Truss Label: Al I ... / ... 10/11/2019 64"9 T70" 14'47 1910" 253"9 31'10" 33'3'7 39'8" tP4"9 1'5' 88"6 5'S'B 6 9 6'8'7 1' 6'4"9 io 0 12X4 E= X6 a3X4 a3X6 a3X4 a4X6 192X4 SEAT PLATE REQ. 1 �1'' 6'2"13 51 3 8'2"13 12' 3s'e" 2'0"15 59"1 + S91 +ra'15 14'0"1 19'10" 257"1 276"I' SEAT PLATE REQ. 59'3 + 6'2"13 +1� 33'5"3 39B" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) DeRICSI Criteria ♦ Maximum Reactions abs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.187 0 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.333 0 999 160 B 1654 A /- /961 /709 /445 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.078 L - - J 1654 A /- /961 7709 I - Des Ld: 37.00 EXP: C Kzt NA HORZ(TL): 0.140 L - - Wind reactions based on MWFRS Mean Height 15.00 ft NCBCLL: 10.00 TCDL: psf Cods / Mtac Criteria Creep Factor. 2.0 B B Width = 8.0 Min Reu = 2.0 r9 Soffit 2.00 BCDL: 5.0 psf 5.0 Bldg Cade: FBC 2017 RES Max TC CSI: 0.666 J B Width = 8.0 Min Re r9 q = 2.0 Lead Duration: 1.25 MWFRS Parallel Dist 010 h/2 TPI Sid: 2014 Max BC CSI: 0.600 Bearings B & J are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Fac: Yes Max Web CSI: 0.593 Bearings B & J require a seat plate. Loc, from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply ([be) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver. 17.02.02.1208.15 A - B 27 0 F - G 1114 -1906 Lumber B -C 1492 -3056 G - H 1255 -2429 Top chard 2x4 SP #1 C - D 1227 -2466 H -1 1227 -2467 Hot chord 2x4 SP #1 D - E 1254 -2429 I - J 1493 -3057 Webs 20 SP #3 E - F 1114 -1906 J - K 27 0 Bracing Maximum Hot Chard Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SZB grade or better, B - R 2673 -1193 O - N 2105 -826 attached with 8d Box or Gun (0.113"x2.5",min.)nails R - Q 267-1193 N - M 2671 -1195 6" cc. Q - P 2570 -1193 M - L 2671 -1195 w P- 0 2104 -801 L- J 2674 -1194 i Loading Truss passed check for 20 psf additional bottom. ccJhoo d live load in areas with 42"-high x 24"-wide ��{>attiil®tyyj® . I?. � .rs"�a Maximum Web Forces Per Ply fibs) Webs Tens.Comp. Webs Tens. Comp. earan�e:`t r� L +�.�r°s R - C 276 -5 O - G 494 -777 Wind � +O'� o C-P 418 -596 G-N 464 -164 Member design based on both MWFRS and C&C. +d`. : * + P - E 484 -164 N -1 418 -597 E - 0 494 -776 1- L Z76 -6 F-0 1385 -751 ._ STATE OF p r;et $Ems ; 46a1665875 5D3D � 3C A40E nE T96aEA F9 ' teeefnees�pn asetmkasx4Z'•saaea+exvaajr.+�s, wrtcua. R {iL. Ui. N7287f mt fEtrNt��a» elmse.eL,�a SNb1 nRA6;ttt'Ki4nCO3a Rffit'�dlWXSOrtlis�ONs¢GNaro061C8�' 6Cffiglfedafd wfief i1,A� WRd MrtriIIt�OMtl1N1a rt4ctt6a X!i{� (ri ffiyl4Wt� Caphl "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ '"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in febricatinp, handling, shipping, installing and brecing. , Refer to end follow the latest edition of BCSI (Building f Safety Information, b11rr TPI anr7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporerY un�, BCSl Unless noted o2tierwise,top chord shall have roperiy attached structural sheathingp end bottom chard shell have a propperly d cei((ng Locations shown forpennenent lateral repstraint of webs shell have brecing inatelled par SCSI sections 83, B7 or B10, le. Apply plater io each face of truss and position as shown above end on the JoinTDetails, unless noted othervvise. (Refer t onrponenrs, u� 60A-Z for standard plate positions. vision of ITW Buildirrl1 Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the rformance with ANSI�PI 1, or for handling, shi�ping, insfalla9 n and brecing( of trusses A seat on this drawing or cover pa e i drawin® Indicates acceptance of 9 fee one engineering9 respons bility solely for the design shown.. The suitability tf this r7hawing for any structure Is the responsibllily of the 9uilding Designer per ANSUTPI I Sec.2. Y T SEQN: 706907 / T13 / COMN Ply: 1 Job Number. 36CS0068A FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 260.4 Ibs Truss Label: A1A .. / ... 10/11/2019 6'49 T10"$ 14'4'7 19'10" 22'6"4 26'B" 31'9'7 33'3"i7 39'8" r 6'4"9 +1'6" 6'5"15 + 5'5"9 + 2'8"4+ 4'1"12 F 5— 1'7 r1'61- 6 F=6X12 164 =4X6 =3X4 =6X8 015(4 1112X4 =4X10 SEAT PLATE REQ. F7'+ 6'2"13 513 6'2"13 59 3' 12' i4,I1 1910" SEAT PLATE REQ. 39'B" " +4'T 6 286B" 3.51"155 + 6398"1" +1'� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.457 G 999 180 B 1561 A /- /960 1708 /445 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.126 M - - K 1561 /- /- /959 /708 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.240 M - - Wind reactions based on MWFRS NCBCLL: 00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 2.0 B Brg Width = 8.0 Min Req = 1.8 2. Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC C51: 0.545 K Br Width = 8.0 Min Re 1.8 g q = Load Duration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.599 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.980 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver. 18.02.01A.0205.20 A - B 27 0 G - H 1424 -2568 Lumber B - C 1489 -2859 H - 1 1743 -3379 C - D 1226 - 2257 I - J 1722 - 3418 Tap chord 2x4 SP #1 D - E 1252 -2218 J - K 1477 -2841 Bot chord 2x4 SP #1 E - F 1-K - L 27 0 Webs 2x4 SP #3 F - G 1509 509 - 2514 2514 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4 "T' reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web member. Same species & SRB grade or better, B - U 2497 -1190 R - Q 20 -9 attached with 8d Box or Gun (0.113"x2.5",m1n.)nails @ 6" oc. U - T 2494 -1190 P - N 29B5 -1303 T - S 2494 -1190 O - M 36 -15 Wind yrxe4s8e. S - R 1920 -800 M - K 2477 -1179 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. O 047182 U-C 276 -5 P-G 195 -122 M .' v 1 C- S 416 -608 P- H 601 -1075 S - E 463 -160 H - N 807 - 357 E - R 494 -720 N - O 114 -4 STATEQ ` F-R 42 -515 N-M 2557 -1218 F - P 2273 -1098 N - J 527 -162 R - P 1879 -657 M - J 390 -685 40M535828 5D3DSCX A4DE DE 796E E0 F9 rnyzeumrtssuecrsexuun.eYq!cynaa aav asaeaq: wr+,ancano-iax,, nPL. LP-"Ilwjm [ta&V4h..7nnaamn �Mra owl aSiiMSlia?�' .cLd6. �fuY,rdaffiY..ol tNs6osuwarst�an2lcarnL°�v^'eC�$Tsk rsS zm3las xnd tts<uial acex'n6v4ati9ascGBa anosl. uxikWti av arore3exdmoL: **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componen� Safety Information, byy TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary �m y bracing per BCSI. Unless noted a herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to onrpanent<, ur drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of p 3 E sronat engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the 9uilding Designer per ANSUTPI 1 Sec.2. T T SEQN: 706905 / T9 / HIPS Ply: 1 Job Number: 36CS0068A FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 260.4 Ibs Truss Label: A2 .. / ... 10/11/2019 m 0 m 32 L 6'4"8 i T1� 12'4"8 _i_ 19' +20'8+ 2T3'7 + 31'9"7 I33'3"6 39'6" 4'6° 55X8'-5X8 F G 1112X4 =3X4 =3X6 =3X4=3X4 =3X8 =3X4 IN2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" F1' 6'2"12 5'10"4 1'11" 5' 10" L 5' '10"1r5 5-10"4 62"12 +1� 6'2"12 12'1" 14' 19' 1�q;:,, 258 2T6"1 33'S"4 39'8" 20'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.153 R 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.287 R 999 180 B 1561 /- A /964 /710 /428 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - K 1561 /- A /964 /710 A EXP: C Kzt: NA Des Ld: 37.00 HORZ(TL): 0.126 M - - Wind reactions based on MWFRS Mean Height: 15.00 ft Code I Misc Criteria CreepFactor: 2.0 B Brg Width = 8.0 Min Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.443 K Brg Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.533 Bearings B & K are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.509 Bearings B & K require a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 A - B 27 0 G - H 1149 -1820 Lumber B - C 1500 -2823 H - 1 1352 -2345 C - D 1333 -2384 I - J 1333 -2384 Top chord 2x4 SP #1 TD - E 1352 -2345 J - K 1500 -2823 ot chord 2x4 SP #1 E - F Webs 2x4 SP #3 F - G 1099 9 -154 -1554 K - L 27 0 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4 "T' reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails B - U 2458 -1193 Q - P 1548 -603 @ 6" oc. U - T 2456 -1193 P - O 2058 - 951 - T - S 2058 - 921 O - N 2058 - 951 d WinS - R 2058 -921 N - M 2456 -1203 Member design based on both MWFRS and C&C. ��F R - Q 1548 -590 M - K 2458 -1203 n e� :T Maximum Web Forces Per Ply (Ibs) ♦`�° �a �- Webs Tens.Comp. Webs Tens. Comp. s± Q' U-C 217 -5 Q-G 288 -288 C - T 308 -439 G - P 499 -259 �++ T - E 426 -153 P - H 474 - 695 E - R 474 -695 H - N 426 -153 r OF F - R 499 -259 N - J 308 -440 E-Q 288 -289 J-M 217 -8 4001SB5828SD9D9C3CA4DEDEI.966'EOr9 rtsaetansnmsieeaxssscxcnse�t=dlra �n�axuaffigr�accuerxaa�tmr�. Pt' �f., idC ®471Hij� �4 4tffitiniCSYlxcdt�25NRi ibi�CrirMJSiIIxlt6jA z�dccpmaol ttac4areccra�ar�icm�.�xv¢+c2sn6 raussd i0d r3II f: A^.i Yk4lYbXlIItlm96Tla+'!':'u;t$1 iC(i1K' �SfifitflSRf�r� —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA)1or safety practices prior to performing these functions. Installers shall provide temporarryy rrrr , bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply gates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise, hefer to onrporrana. ur drawings 160A-Z for a ndard plate positiuns. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlin%shipping, installation and bracing of trusses.A seal on this drawing or cover page, , listing this drawingg indicates acceptance of pro 1 sionall engineeringg responsibility, solely, for the design shown. The suitability, and use of this drawing for any structure is the responsibility of the eu!iding Designer per ANSIITPI 1 Sec.2. For more information see this mob's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.o ; SBCA: www.sbcindus .com• ICC: www.ioesafe.or Is SEQN: 706864 / T1 / COMN Ply: 1 Job Number: 36CS0068A . ; FROM: JAH Qty: 1 4EB8 1828-Cali "C" LL OL /DR Holton MEBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 268.8 Ibs Truss Label: A3 .. / ... 10/11/2019 2� 17-15 fi'4"8 7'10"� 12'4"8 18'7"0"1 19,10, 2T37 31'9'7 33'3" 39'8" 58 +1� 119"57"8 4'6" 1'6" 6'4"8 o5X8 112X4 =5X8 F G H 1112X4 =5X6 =3X4 =5X6 =3X4 =5X6 m2X4 - SEAT PLATE REQ. SEAT PLATE REQ. 39'8" +1� h1+ 2 I 12'4 f' BD'1 F1 191r39'8'2 WA Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA ' Ce: NA VERT(LL): 0.153 R 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.287 R 999 180 B 1561 /- /- /965 1711 /408 BCDL: 10.00 Risk Category: Il Snow Duration: NA HORZ(LL): 0.067 N - - L 1561 A /- /965 /711 A Des Ld: 37.00 EXP: C Kzt: NA HORZ (TL): 0.125 N - - based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 BWind feactions g Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.398 L Brg Width = 8.0 Min Re 1.8 q = Load Duration: 1.25 e p MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.481 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Spacing: 24.0 " Di C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.493 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 A- B 27 0 G- H 1148 -1617 Lumber B - C 1534 -2826 H - I 1217 -1885 C - D 1364 - 2378 I - J 1383 - 2339 Top chord 2x4 SP #1 D - E 1302 -2339 J - K 1364 -2378 Bot chord 2x4 SP #1 Webs 2x4 SP #3 E - F 1217 -1885 K - L 1534 -2826 F-G 1146 -1617 L-M 27 0 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with Bd Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. STATE OF, 400158 5828 5D3D X X A4DE DE T968 ED r9 rrmw�exmes*:rxacnamve�ye�,aae ara ams�G�'X tainuai awtnaa, r[ f n. t ic. tl II 719 S{ M 19e � SE sam m uemsg a S Wa i �iAcn4nwis. 15t�C6ViII4 G} li2fff+ZK1�€f"'itA"di%s{4'G'F�FiL�JD:38yTtt�$!� G9}�0 asrd 11s 4aw2 �a#.crni-aticncusa m.�tEo s�rH� rn amyelcrtrc"r,Sc ccykr. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2462 -1224 Q - P 1616 T - S 2459 -1224 P - 0 2050 S - R 2050 - 956 O - N 2459 -1245 R - Q 1616 - 663 N - L 2462 -1245 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T - C 224 -6 Q - H 230 -233 C - S 315 - 453 H - P 548 - 312 S - E 408 -157 P - 1 445 - 642 E - R 445 - 642 1-0 400 -158 F - R 548 - 312 O - K 316 - 453 F - Q 229 - 232 K - N 224 - 8 G-Q 27 -39 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide -temporary r BCSI. Unless noted oiherwise,top chord shall have pro pedy attached structural sheathing and bottom chord shall have a proppeAy a3id ce-Iin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, He. App!y Agates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. refer to 60A-Z for standard plate positions. a division of Ivi 1,ortor n acceptance any structure failure to build the g or cover page, in. The suitability, mtey ont po_s, M T Job Number. 36CS0068A I FROM: AH 901 / T8 /HIPS I Wgt '266.0 Ibs I Truss Labe-CA4'C" LL OL /DR Horton 14EBB 1828-Cali "C" LL OL ,DR Horton I DRW% 10/11/2019 I i r 6F7'10" 12'4 417T I . I 38 F 31'15 +s1'•'r 39 6'4 5 8 29100i2210" Pr 59 fi8 49 , IM4 =6X6 N2X4 =3X4 =-3X6 ==_ X4 ===_ X8 =3X4 =3X6 =_ X4 912X4 SEAT PLATE REQ. F1T 6'2"13 �T'�' 6'2"13 12'1" 39'8" 2'10"+ 2'10" T; 14' 3, 19'10° 22'8" 25'B"� 17' 27'T' SEAT PLATE REQ. 5'103 33'S"3 39'B" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.153 S 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.286 S 999 180 B 1561 A A 1965 1712 /387 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 N - - L 1561 A !- /965 f712 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.125 N - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 P B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.380 L Br Width = 8.0 g Min Re 1.8 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.484 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.705 Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 A - B 27 0 G - H 1203 -1714 Lumber B-C 1549 -2829 H-1 126E -1951 C - D 1379 -2375 1-1 1397 -2336 Tap chard 2x4 SP #1 D - E 1398 -2336 J - K 1379 -2375 Bot chord 2x4 SP #1 Webs 2x4 SP #3 E - F 1268 -1951 K - L 1550 -2829 F-G 1203 -1714 L-M 27 0 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4 "T' reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web member. Same species & SRB grade or better, ' attached with 8d Box or Gun (0.113"x2.5",min.)nails B - V 2464 -1238 R - Q 1685 -746 s @ 6" oc. V - U 2462 -1238 Q - P 2045 -1002 ` U - T 2045 - 972 P - 0 2045 -1002 Wind uffi�ixx T-S 2045 -972 O-N 2462 -1267 Member design based on both MWFRS and C&C. j S - R 1685 -720 N - L 2464 -1267k fit ♦ .......... 0, \ $° "+ ,_y *,.sue Maximum Web Forces Per Ply (Ibs) ° o Webs Tens.Comp. Webs Tens. Comp. No 047118 V - C 228 - 6 R - H 240 - 200 ® " C - U 321 -462 H - Q 547 -333 U - E 392 -160 Q - 1 423 - 597 $aSTATS° E-S 423 -597 1-0 392 -160 F - S 547 - 333 O - K 321 - 462 -4W lAN F - R 240 -199 K - N 22B - 8 40015B 5828 5D3D 9C 3C A4 DE DE796S E0 F9 msstttmnaibaeaef&ssYcnKa+'°d�+x xa8i80 Djp rzamaf3rganeat+ P6 �c. ire, a<Rexi*s1 xai YrY+a6»ibvr0 cY&t¢a SNNI e W.Ap3SK3'kia69 iC•39. rrirrdccgiaxef tHxGu semt �ar�c�c��k-+,s:.c�nx=an6 xrak3 xai tr4 &±rA,iadnirs6aucna�axe�atire axfuPaa� aY �Y+#aexrasdc cMIM **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in.fabnrating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrrrcy bracing er BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properiy attache�ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, nnr ouen6< as applicable. Apply Agates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise, fZefer to p drawings 160A-Z for standard plate positions. Alpine, a division of t Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of pro>essronal engineering responsibility solely for the design shown. The suitabdrty and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. T M SEQN: 706911 / T15 / COMN Ply: 1 Job Number: 36CS0068A FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 254.8 Ibs Truss Label: A5 / ... 10/11/2019 12610"37"15 '3"319"7 3301 9 I 33�10" 7 6648848 171'64 3" SEAT PLATE REQ. 1112X4 =5X6 1112X4 =5X6 =3X4 =— X8 =3X4 =5X6 1112X4 39'8" SEAT PLATE REQ. r1 6'2"12 +4 +4"+ 3'99"15 33"15 I '781 + + 6'212 1 ' 2" 670 1 110" 29715 2 3539"4 '5"4 39'8"6'2"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.154 G 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.289 G 999 180 B 1561 A A /964 /713 /367 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 N - - L 1561 A A /964 /713 /- Des EXP: C Kzt: NA HORZ TL 0.125 N - - ( ) Wind reactions based on MWFRS .00 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep r. 2.0 Facto B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.383 L B Width = 0.0 Min Re = 1.8 q Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max CSI: 0.486 ax Bearings B & L are rigid surface. Bea �ngs B & L require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.565 Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 A - B 27 0 G - H 1264 -1827 Lumber B - C 1561 -2831 H - 1 1326 -2020 C - D 1395 -2372 I - J 1413 -2332 Top chord 2x4 SP #1 D - E 1413 -2332 J - K 1395 -2372 Bot chord 2x4 SP #1 Webs 2x4 SP #3 E - F 1326 -2020 K - L 1562 -2831 F- G 1264 -1827 L- M 27 0 Wind Member design based on both MWFRS and•C&C. Maximum Bet Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2466 -1255 Q - P 1755 - 804 T - S 2464 -1255 P - O 2041 -1014 S - R 2041 - 984 O - N 2464 -1285 iIjIlt1111,1d8¢r4, R- Q 1755 -776 N- L 2466 -1284 �'Aa� # l t';r•rix'�# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. q i935. T-C 233 -6 Q-H 258 -183 A . C - S 325 -470 H - P 546 - 351 " S-E 371 -161 P-1 409 -557 E - R 409 - 557 1-0 371 -161 TAT f OF « F - R 546 - 351 O - K 326 -470 A d. F - Q 257 -182 K - N 233 - 8 Al .+v'� G-Q 190 -217 4OU555829 5D3D9C X WE DE 7966E0 F9. IA#txCatBil9Re2DWYBi9i6POPff »F±?G'2f,C ZS81 VM6u81Sf212 '4 PE{tY. tbG IIf725±{A%i'�4 il3A:��'9 Al mA.?M'di L3I1G7 ifitACxltKdtiP3lttsi.A r�us'aCcg�i9a6lt?asp'„truacntsaa+sGltmsi�ntaS�O s�k0 UA ft VA'i ado V�Aftwexw al 8myg4wff A =1 - **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "T• IMPORTAN' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, byy TPI an SBCA) for sa ety practices prior to performing these functions. Installers shall provide temposrryy �m bracing per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, 87 or 810, om oiaents, uc as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (Refer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIlgfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawingg indicates acceptance of professrona engineering responsibility solely for the design shown. The suitabrlrty and use of this r7rawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Pn. more inlnrmnl'nn eon Ihic inh'e --1 -- neon —H Ihnen uroh eitae• Al PIMP- unuu elninnihu -- TPI- uv."v W—# nm• CRr.A• u,unv ehrin,iiiely rnm• If:f :• ,ww.rreele nm SEQN: 668470 / T7 / HIPS Ply: 1 Job Number. 36CS0068A FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Horton 14EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 254.8 Ibs Truss Label: A6 ... / ... 10/11/2019 6'4"9 7'10" 12'4'7 15' 19'10" 24'8" 27'3"8 31'9"7 333" 39'8" 6'4"9 1'6" 4'5"14 2'7"9 4'10" 4'10" 2'7"B 4'S"15 1'6" 6'4"8 =3X4 =5X6 4 SEAT PLATE REQ. 116<4 =3X4 =3X6=3X4 =3X8 =3X4=3X6=3X4 06(4 39'8" SEAT PLATE REQ. 6'2"13 5'102 +1111, 4'10 4'10" 1' 6'2"13 12'0"15 14' 1, 19'10" 24'8" 25' " 1 11 r H 127,7.1 5'10"4 + 6'2"12 +1� 33'5"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DaRICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.158 G 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.296 G 999 180 B 1561 /- A /962 1714 /346 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 N - - L 1561 /- A /962 1714 A EXP: C Kzt NA Des Ld: 37.00 HORZ(TL): 0.125 N - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Cade: FBC 2r?17 RES Max TC CSI: 0.388 L Brg Width = 8.0 Min Re q = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.455 Bearings B & L are rigid surface.Spacing: Bearings B & L require a seat plate. 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.465 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1334 -1958 Lumber B - C 1577 -2831 H - 1 1388 -2093 C - D 1411 - 2370 1-1 1429 -2331 Top chord 2x4 SP #1 D - E 1430 -2331 J - K 1411 -2370 Bot chord 2x4 SP #1 Webs 2x4 SP #3 E - F 1388 -2093 K - L . 1576 -2832 F- G 1334 -1958 L- M 27 0 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - V 2467 -1273 R - Q 1 B31 - 864 V - U 2465 -1273 Q - P 2039 -1025 U - T 2039 - 996 P - O 2039 -1025 # #A T - S 2039 -996 O - N 2465 -1303 O% S - R 1831 - 835 N - L 2468 -1302 �tm�n�e . Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. .e o 471 s V-C 235 -6 R-H 278 -172 �' #• C - U 327 - 473 Q -1 404 - 523 U - E 351 -161 H - Q 547 - 373 is;�g STATE" E - S 404 -522 1-0 351 -161 ar i F - S 546 -372 F - R 278 -172 O - K 328 -473 K - N 235 - 8 *0"�q� ott G - R 247 -290 SEMALM 4001585828 5D30'SM A4 DE DE 7965 ED F9 mxsatmrasmeciseunsa�ux^g�gnanara sancaa njsusraast�naras, n tnt U} 047mi" thz 4'sfl@6cwh*Mu 3gY vW1 Yt�Ctitk3fk4SCLjR. Mix3twulof ftda cstW4noawd-uw 44am sackt =di Sta SWI 24'dVYfl{&8V-40Gli1Yi hWAI"u N'F,io n"4 cCDwl:, **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWNGI "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of Component Safety Information, b TPI an SBCA) for safety to these functions. Installers shall BCSI (Building temporary practices prior performing provide bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a rm�y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections propperly B3, B7 or e10, om anents. ur as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to N drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible far any deviation from this drawing,any failure to build the truss in conformance with ANSI�P1 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. and use of this drawing for any structure is the responsibility if the Building Designer per ANSIITPI 1 Sec.2. . _ , ' The suitability A 1 9 SEQN: 668485 / T25 / COMN Ply: 1 Job Number., 36CS0068A FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW. Wgt: 218.4 Ibs Truss Label: A7 .. / ... 10/11/2019 i 6'4"7 7'10"i9 14'0"1 19'10" 25'7"15 31'9"7 33'3" 39'8" r 6'4"7 +1'6" 6'1"8 �- 5'9"15 �- 5'9"15 6'1"8 1'6" 6,4"7 1112X4 =5X8 1112X4 =4X6 =3X4 =_ X8 =3X4 =3X6 1112X4 SEAT PLATE REQ. 39'8" 16(A2) SEAT PLATE REQ. �' 1 1 5'9"5 2'0"1 S9, 15 59"15 2'0"1 59"5 6711 6'211 12. 14'0" 1910" 25'7"15 27'B" 33'5"5 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.164 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.308 F 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 L - - Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.130 L - - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.592 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.603 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fee: Yes Max Web CSI: 0.354 Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver. 17.02.02.1208.15 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 'T' reinforcement. 80% length of web member. Same species & SRB grade or better, attached with Bd Box or Gun (0.113"x2.5",min.)nails @ 6" oc. ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1561 /- /- /958 r715 /326 J 1561 !- /- /958 'f715 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.8 J Brg Width = 8.0 Min Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1404 - 2093 B - C 1617 - 2856 G - H 1376 - 2223 C - D 1350 -2262 H - I 1350 -2262 D - E 1376 - 2223 1- J 1616 - 2856 E- F 1404 - 2093 J- K 27 0 Maximum Be' Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2494 -1317 O - N 1937 - 952 R - Q 2491 -1317 N - M 2491 -1346 Q - P 2491 -1317 M - L 2491 -1346 P - O 1937 -922 L - J 2494 -1346 A '° Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R-C 273 -5 O-G 286 -177 ' C w C- P 427 -600 G- N 464 -172 E - P 464 -172 N - I 427 - 600 E-O 286 -177 I-L 273 -4 F-O 221 -283 4OD15553285D3D9C 3C A4DE DE 796B ED F9. e+sxwemrta:xan ¢a+auuars�axnra:xaa es�rney:acm..n�msnmc� P1sra»va,easszziessa*d MaE_AzMWjasawn ac*tAsniaa+was. tedc,:umzc! lies4arscec�,; a^aawtteaar&9cscCa*gw9anA z�xl:d asd Dn sawz aurisvuaa'�ms oma sit da aaY'�S a. uyvedcgrzx}z "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, pyy TPI anc7 SBCA) for safety practices prior to performing these functions. Installers shall provide tempo'ry rrrrty bracing per BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, onr Went,. Uc as appil 1 e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses A seal on this drawing or cover page, listing this drawing indicates acceptance of professionag engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. SEQN: 668468 / T6 / HIPS Ply: 1 Job Number: 36CS0068A FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton Wgt: 212.8 Ibs Truss Label: A8 Ni 1 13' 1 19,10" 6'4"9 07 6'10" =5X8 =3X4 26'8" + 3377 6110" 677 i DRW: / ... 10/1112019 39'8" t 6'4"9 1112X4 =3X6-3X4 =3X8 _= X4=3X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 6'2"13 5'9"3 1' 6'10" 6'10" 1' RA6'2"13 1 6'2"13 12' 13 19'10" 26'B" 2T " 33'5"3 39'8" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI'Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.172 E 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.321 E 999 180 B 1561 !- /- /953 f716 /305 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 J - - H 1561 !- /- /953. /716 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.128-J - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code I Misc Criteria CreepFactor. 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf. Bldg Code: FBC 2017 RES Max TC CSI: 0.446 H Brg Width = 8.0 Min Req = 1.8 Load Duration: 1.25 . MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.558 Bearings B & H are rigid surface. Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.564 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A - B 27 0 E - F 1502 -2274 Lumber B - C 1623 -2836 F - G 1425 -2325 C - D 1425 -2325 G - H 1623 -2836 Top chord 2x4 SP #1 D - E 1502 -2274 H - I 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Camp. Member design based on both MWFRS and C&C. B - P 2472 -1319 M - L 2006 -1008 P - O 2469 -1319 L - K 2469 -1348 O- N 2469 -1319 K- J 2469 -1348 P N - M 2006 - 978 J - H 2472 -1348 %%tt1j lllfikp 4rA Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. ' saisrass�a ar s„ +4`,�4 P-C 244 -4 M-F 370 -243 ?' L z� C - N 377 - 513 F - L 444 -170 �� Nt3 047182 D - N 444 -171 L - G 377 -513 D - M 370 - 243 G - J 244 - 6 ,. E - M 300 -381 .. Z it , Q 40015358285D3D 9C 3C A4 DE DE 795&EO f9 rraeisxs+eaasz�amnrx�uf %�"'�s sm m-r�>a a�ssmrmyaurcmr� ri(n.t�.ac�icaea�smctsmrasbsve wEngxsat�i xS3,1�tf,ys�R ' �ks;rCtcptsn o3 tl3seaurrent3easGtccavf2TM.r�Ct?4raC�,9 �SbS ud its v WS kmritrrtYatlerccros ecuat&e 4rtHiM! m ur�re3caamk **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy rrrrey bracing per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperty attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, op� orri nrs. uc as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise, 4efer to Y drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/ I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, _ listing this drawin indicates acceptance of prolessionat engineering responsibility solely for the design shown. The suitability and use of this grawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.o • SBCA: www.sbcinclust .com• ICC: vnvw.iccsafe.org q SEQN: 668440 / T23 / COMN Ply: 1 Job Number: 36CS0068A FROM: AH City: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 207.2lbs Truss Label: A9 / ... 10/11/2019 1 -4X6 6'4"9 12'0"1 19,10" 27'7"15 333"7 39'8" t- 64"9 + 5-7"8 1 7715 +' T9"15 + 5'7"8 F 6'4"9 -' =5X8 1112X4 116(4 . =5X6 1 _= XB =5X6 11120 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" J 1' 6'2"13 5'9"3 7'10" T10" 5'9"3 6'2"13 i 1' 6'2"13 + 12' + 19'10" 27'8" 'F' 33'5„3 'f' 39'6„ '{ Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFr3 Parallel Dist: 0 to h/2 C&C Dist a: 3.97It 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. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf'. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.183 E 999 240 VERT(CL): 0.343 E 999 180 HORZ(LL): 0.068 J - - HORZ(TL): 0.128 J - - Creep Factor: 2.0 Max TC CSI: 0.617 Max BC CSI: 0.629 Max Web CSI: 0.580 Mfg Specked Camber: VIEW Ver. 17.02.02.1208.15 a C 0471'02 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 1560 /- A /947 1717 /285 H 1560 /- !- /947 f717 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.8 H Brg Width = 8.0 Min Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 E-F 1616 -2483 B - C 1631 - 2819 F - G 1475 - 2391 C - D 1476 - 2391 G - H 1631 - 2819 D-E 1616 -2483 H-1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 2454 -1322 L - K 2079 -1066 N - M 2452 -1323 K - J 2452 -1352 M - L 2079 -1036 J - H 2454 -1352 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. N-C 212 -6 L-F 509 -321 C - M 328 -427 F - K 431 -168 D - M 431 -168 K - G 328 -427 D-L 509 -321 G-J 212 -8 E - L 364 - 462 40D15B58285D3D9CXA4DEDE7965E0 F9 I fN4 [S9H14 W S fftaAY ®fdL1SYP:£3�r SAS@ ffiPG1048q.tl QY A4ASr»a3 b)nrtNOq Pt VL"@871i1} 1Owl auiAcntkm2ta+1ca3a i'".tldCtyiCS t� H$54MteGCM d6t MA CC1'>S�LS'e.TIIC'G S+iQ :d"lkii ZMI !}d S: A-2 R.f�iCni`catl6n lG$E Cw9Ef ht YdCi�ip3 al i�f k1a?Plr3c i@LEft1. "WARNING" READ AND FOLLOW ALL NOTES ON THiS DRAWNGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary rrrlcl bracing per BCSI. Unless noted otherwise,top chord "shall have properly attached structural sheathingand bottom chord shall have a properiy attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, onr �onenrs. Lw as applicable. Apply Agates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {Refer to / drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 706895 / T5 / HIPS Ply: 1 Job Number: 36CS0068A FROM: AH Qty: 1 4EBB 182B-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton Wgt: 226.8 Ibs Truss Label: Al 16'11'14 + 19'10"+ 22'8"3+ 28'8" 9 4'7"7 5'11"14 2'10"2 2'10"3 5'11"13 =5X8 =3X4 =5X6 =3X4 =5X8 D E F G H r DRW: / ... 10/11/2019 33'37 39'6" 4'7"7 6'49 T M 6(A2)1 1112X4 =3X4=4X6 3X4 =3X8 =3X4 =4X6=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'6" 13 4'9"3 1' 4'8"6 31"11 3'1"11 4'85 1' 4'9"3 6'2"13 1' 6'2"13 11' 12 16'8"6 19'10"1 22'11"11 27'6" 28' " 33'5"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Dell/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf., NA 'Ce: NA VERT(LL): 0.194 F 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.363 F 999 180 B 1560 A /- /940 1718 /264 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.070 L - - J 1560 A A /940 /718 A Des Ld: 37.00 EXP: C Kzt NA HORZ(TL): 0.132 L - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code I Misc Criteria Creep Factor: 2.0 B Big Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.399 J Brg Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.465 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fee: Yes Max Web CSI: 0.462 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 A - B 27 0 F - G 1690 -2628 Lumber B - C 1644 -2813 G - H 1671 -2587 C - D 1523 -2445 H - 1 1522 -2445 Top chord 2x4 SP #1 D - E 1671 -2587 I - J 1643 -2813 Bot chord 2x4 SP #1 E - F 1690 -2628 J - K 27 0 Webs 2x4 SP #3 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - T 2447 -1331 P - O 2604 -1367 T - S 2445 -1332 O - N 2135 -1115 . S-R 2135 -1085 N-M 2135 -1115 R - Q 2135 -1085 M - L 2445 -1361 �yx#t Q - P 2605 -1363 L-J 2447 -1361 Maximum Web Forces Per Ply (Ibs) �`� Webs Tens.Comp. . Webs Tens. Comp. •�'�� O 0471 T-C 198 -8 P-G 120 -84 g C - S 298 - 375 G - O 273 - 342 D - S 373 -176 O - H 630 - 392 D - Q 630 -392 M -1 298 -375 STATE." Q - E 273 -341 H - M 373 -175 E-P 119 -83 I-L 19B -10 E-P 37 -56 40015B S829 So3D9C 30 A4DE DE 796E E0 F9. -MAUV5dX!%YEf�4E.GPj C}jni*LF �.4G 3plSF0 C) k$1Y#III,AYISY34L> PS Iil. tat Y4lfffifmY tls®YPa ala»Ai�+..9s�aSMk.i atnanruxwx,sez�a h lydet�p3a¢�ti sesu:+ecrt '�roWew,e�' n.0 °n4-0 tuba U,d`3m P Abo WIWS- OtngIWXX" ms�s. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT•" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) ion safety practices prior to performing these functions. Installers shall provide temporary anti bracing per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or B10, one offeitr,. uc as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. defer to P drawings 16OA-Z for standard plate positions. Alpine, a division cf ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANS11 PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design hown. ,The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTP1 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.o ; SBCA: www.sbctndust .com; ICC: wwmiccsafe.o 0 SEQN: 706899/ T26 / HIPS Ply: 1 Job Number. 36CS0068A FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 226.8 lbs Truss Label: A11 / ... 10/11/2019 16'9-{- 232'11-}' I33'3'88 f- 39'8" _t 8 69875 3T644"307 "16'4"8 o5X8 =3X4 5X6 =3X4 --5X8 D E F G H T 12 6 >r. 3X4C co 'v rn 4X6(A2) B J=-4 A R P O N M L T m rIn K6(A2) 1 1112X4 =5X6 =5X6 =3X8 =3X4 =5X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" J �1 + 6'2"12 + 3'9"4 + 6'5"7 + 3,4"8 3'4"8 + 6 5„7 + 3 9"4 I 6 2"12 i 1 6'2"12 10'0"1 1658 1910 23'2"8 29'7"15 33'54 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.216 F 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.404 F 999 180 B 1561 /- A /931 7719 /244 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.072 L - - J 1561 /- A /931 7719 A Des EXP: C Kzt: NA HORZ(TL): 0.135 L - - Wind reactions based on MWFRS .00 NCBCLL: 10.00 Mean Height: 15.00 ft g Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.446 J Br Width = 8.0 Min Req = 1.8 g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.503 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.611 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 It FT/RT:20(0)/10(0) Mfg Specked Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 A - B 27 0 F - G 1829 -2884 Lumber B - C 1655 -2805 G - H 1809 -2840 C - D 1575 - 2512 H - I 1575 - 2512 Top chord 2x4 SP #1 D - E 1809 -2840 I - J 1654 -2805 Bot chord 2x4 SP #1 E - F 1829 -2884 J - K 27 0 Webs 2x4 SP #3 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - R 2439 -1339 O - N 2862 -1531 R - Q 2437 -1339 N - M 2210 -1172 Q - P 2210 -1143 M - L 2437 -1368 P - O 2861 -1527 L - J 24�i9 -1368 lmpr"A� p Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - C 167 -10 O - G 106 -73 C - Q 260 -300 G - N 300 - 379 D - Q 363 -178 N - H 800 - 486 D - P 799 - 486 H - M 361 -178 a P- E 300 -380 M- 1 259 -300 E-O 107 -73 I-L 168 -11 F - O 25 -41 400i5B 58285D3D 9C K A41)E DE 796E ED F9 fAM tT)RfE6Y3fC1f IIYMelAO"K yW_--4SYfAh1'+sIDI L31SYtlLJ Pt Ca. tic. 04n=ian 771t di4t6�Rm�44uls��l £Nd,i ' m.tArnr�stae�cas. V&drdttgkmof tNx�ctc+e.�x a�aACitrnst,`.an639lidand [ffialsd Aid ft VA4*AUU=tIM"4 tat ..tbo W, tl4Yv gfti(C9k .VT., **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "T• IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rrir�y bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rig!d ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, oar �o7rarrrs. Uc as applicable. Apply Agates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to I drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, I!sting this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ine6vxom• TPI: www.t inst.o • SBCA: www.sbcindust .mm; ICC: w Jccsafe.orq e SEQN: 6684641 T4 / HIPS Ply: 1 Job Number. 36CS0068A FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 222.6 Ibs Truss Label: Alt 1 ... / ... 10/1112019 t 6'4"8 + 9' + 14'5"13 + 19'10" 25'Z"3 + 30'8" + 33'3"81 39'8" r 6'4"B 2'T'8 5'5"13 5'4"3 5'4"3 5'S"13 27"8 6'4"8 =6X6 =3X4 ===5X6 =3X4 =6X6 D E F G H T 0 a =axs T� T r <6(A2) Ta T S R Q P O N M L 1112x4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 1 39'6" 6'2"12 2'9"4 3' 22"5 57"11 57"11 2'25 3' 2'9"4 6'2"12 V 6'2"12 9' 12' 14'2" 19'10" 25'5"11 27'8" 30'8" 3T5"4 39'8" P1 i i i i i i\16 Apo Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASIE 7-10 Pg: NA Ct: NA , CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.246 F '999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.461 F 999 180 B 1561 /- A /921 f720 /223 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.075 L - - J 1561 /- /- /921 /720 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.141 L - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.0 psf Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.397 J Br Width = 8.0 9 Min Re q = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.495 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Fac: Yes Max Web CSI: 0.503 Loc, from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 2026 -3242 Lumber B - C 1668 -2806 G - H 1883 -2976 Top chord 2x4 SP #1 C - D 1625 -2568 H - I 1625 -2568 Bot chord 2x4 SP #1 D - E 1863 -2976 1-1 1668 -2806 Webs 2x4 SP #3 E - F 2026 -3242 J - K 27 0 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - T 2439 -1350 P - O 3009 -1634 T - S 2438 -1350 O - N 2263 -1217 S - R 2263 -1187 N - M 2263 -1217 R - Q 2263 -1187 M - L 2438 , -1379 x�31IE#i✓$l Q - P 3009 -1624 L - J 2439 -1379 4 0, Maximum Web Forces Per Ply (Ibs) p1E) Webs Tens.Comp. Webs Tens. Comp. a a"� ;O T-C 160 -12 P-G 306 -172 %` C - S 252 -270 G - O 375 -515 D - S 305 -203 O - H 947 -568 'v D - Q 947 - 568 M - 1 252 - 270 O $TATS* Q- E 375 -515 H- M 306 -203 ?� E-P 306 -172 I-L 160 -14 F - P 214 -284 40D25B 5623 5D3D9C 3C A4DE M 795B E9 F9 rna sser?s rJs macs ♦�ssancxmt � ans ex�asn ny wmri muxssc& PE�•�a47171}�1fRa daastscrrn�tr>vaa3rtgatNR.i azgAausstl�coa tatitcpntolti�n4ssuccax �aaciccost.Yxr: �C%cSmaA wkd 2Pri174R Y?3Mt889<�s tilYffiL$0 vYYtlSA3 mi&[fet4ctrofr%c fGAEIIi, ••WARNING•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! T' •"IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) tar safety practices prior to performing these functions. Installers shall provide temporary rni�r, bracing per BCSI. Unless noted oiherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properiy attacheU ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, om ouents, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A drawings 160A-Z for standard plate positions. Alpine, a division of t BuildinNComponents Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSUTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindus .com• ICC: www.iccsafe.or D I SEQN: 668491 / T24 / SPEC Ply: 1 Job Number: 36CS0068A FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Holton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 20B.6 Ibs Truss Label: Al / ... 10/11/2019 4 + + 264 z2"=37 -8"4 11644413 ' 20715a37 a"s i H=5X6 I T 1�3X4 =4X4 =3X6 ' 12 C= D E F G p 6 m� —3X6(A1) B 1=3KX 11 A S R T 0 P 0 N M L =3X6 =4X6 =4X10 =3X8=3X8 SEAT PLATE REQ. SPAT PLATE REQ. 13'4" 5'8" 20'8" 1' 8'1"13 310"3 2'1"6 63"2 5'9"13 1-5"11 4'5"3 + 62.7 1� 8'1"13 12' 14'1" 20'4"8 26'2"5 27'8 33'S"3 39'8" 29" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.055 O 999 240 Loc R+ / R- / Rh / Rw / U ' / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.101 0 999 180 B 519 /- A /349 /207 /257 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.017 S - - T' 320 /- /- /158 /144 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.032 S - - J 887 /- /- /593 /414 /- NCBCLL: 10.00 Mean Height 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.622 B Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.433 T Brg Width = 68.0 Min Req = - J Brg Width 8.0 Min Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.874 Bearings B, T, & J are a rigid surface. Loc. from endwall: not in 4.50 ft FT/RT:20 0 /10 0 () () Mfg Specified Camber: g P Bearings B & J require a seat plate. r GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A- B 27 0 F- G 435 - 453 Top chord 2x4 SP 91 B - C -G - H 7-957 Bot chord 2x4 SP #1 C - D 610 10 -233 33 H - I 727 -982 Webs 2x4 SP #3 D - E 435 - 452 I - J 861 -1382 Plating Notes E - F 435 -452 J - K 27 0 All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member design based on both MWFRS and C&C. B - S 351 -236 O - N 1058 -581 S - R 340 -236 N - M 1058 - 581 R - Q 340 -236 M - L 1171 -664 Q-P 801 -1100 L-J 1174 -664 P - 0 1063 -582 Maximum Web Forces Per Ply (Ibs) f? A. Webs Tens.Comp. Webs Tens. Comp. q$ ' "" C - S 330 -60 O - G 210 -21 C - Q 514 -864 G - M 396 -432 SV ( OF Q - D 721 -1049 H - M 663 -497 D - P 1201 -706 M - 1 326 -435 .. �'► a._.. +' 4 F - P 270 - 351 I - L 230 -12 P - G 482 -738 40M50 S828 5D3D 9C 3C AIDE DE 7965 ED F9 :rmscsamnasceenersrssy"RF.e� xra alralm s8 uaaresaaulrsex, pr;iGticaaruliear�s6�xCsamuviee�8s6aStik i �iAcnzL•zticssccCs Y••s'.z4taznitR�9aurauarsmvlc� st�aC t8�re�and xss�d avi 33s WRist0.hSRtXattcY 6�tlefKttdre varll'ci anaaytrtctrerir miss.. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comport Safety Information, byy TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy rrrrcy bracing per BCSI. Unless noted oiherwise,top chord shall have propedy attached structural sheathing and bottom chord shall have a proppeily attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or 810, onr orrenrs. uc as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to P drawings 160A-Z for standard plate positions. Alpine, a division OUT Buildin Components Grot!p Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of pr) E siona� engineering g responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 7 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com• ICC: www.locsafe.org SEQN: 706893 / T20 / HIPS Ply: 2 Job Number. 36CS0068A FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 250.6 Ibs Truss Label: A14G / ... 10/11/2019 715 2"+ I "66 53 110 2'5 "1 225 57110 +39'B" 52 3677' 7' =6X8 =3X4 =3X4 =7X8 =3X4 12 =3X4I TC2 D E F G H -6X8 J T 6 � -=3Xi'0(C5 C r�<W2 (C5) z 33 X4 B =4 in L=4XM(C5) A(C5) 1 3� I� T S R BC2 P 0 N 1 1112X4 -7X8 =3X4 =3X8 =3X4 =7X8 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. AU 39'8" 1' 7'1"12 4'10"4 5'1'7 2'8"9 2'8"9 5'1"7 h + I + + 4'10"4 7'1'12 1' 7'112 12' 17'1"7 19'10""+ 22'6"9+ 27'B" 32'6"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.269 G 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.507 G 925 180 U 3139 /- /- A /1427 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.055 D - - L 3140 /- A A /1428 /- EXP: C Kzt: NA Des Ld: 37.00 HORZ(TL): 0.104 D - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 15.00 ItCode/ Misc Criteria Creep Factor: 2.0 U Brg Width = 8.0 Min Req = 1.9 TCDL: 4.psf Soffit: 2.00 gCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.255 L Brg Width = 8.0 Min Re 1.9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.400 Bearings U & L are a rigid surface. Bearings U & L require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: No Max Web CSI: 0.259 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 A - B 13 -10 G - H 2109 -4711 Lumber B - C 1422 - 3130 H -1 2076 -4642 C - D 1396 -3097 1- J 1801 -4022 Top chord 2x4 SP 91 :TC2 2x6 SP #1: D - E 1800 - 4021 J - K 1396 - 3098 Bot chord 2x6 SP #1 :BC2 2x6 SP M-26: E - F 2076 -4642 76 31 K - L 1422 -331 1 Webs 2x4 SP #3 :W2 2x4 SP #1: :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.712' F - G 2109 -4711 L - M 13 10 :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.712' Maximum Bot Chord Forces Per Ply (Ibs) Nailnote Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. B - T 2752 -1233 Q - P 4668 -2095 . Bot Chord: 1 Row @12.00" o.c. T - S 2765 -1236 P - O 4086 -1838 Webs : 1 Row @ 4" o.c. S - R 4085 -1038 O - N 2766 -1236 Use equal spacing between rows and stagger nails R - Q 4668 -2094 N - L 2753 -1234 in each row to avoid splitting. 4��4j9 Loading , ,►+**e+..,� ��� Maximum Web Forces Per Ply (Ibs) #1 hip supports 7-0-0 jacks with no webs. +'r �s'` Webs Tens.Comp. Webs Tens. Comp. *•'` ^� No 047162 D - T 312 - 62 Q - H 74 - 26 Wind w s ".` D - S 1522 - 684 H - P 214 - 301 Wind loads and reactions based on MWFRS., S - E 448 -754 P -1 679 -290 E - R 680 -291 1-0 447 -754 T R - F 214 - 301 0-1 1522 - 683 q ; F-Q 74 -26 N-J 313 -63 0 9°++ ,,y SN G - Q 65 - 85 �N� % s SERAL #: 400158 5828 031)9C X A4DE DE 796B EO F9. msamamrtai{saers Hi4YfSs'NfDff�fSt�;MII 3R84F9iB&pp>ASTLa3&SElYMC1 Pt {fB..ik, pi7ia7fcast4a Ys's16ESbA�iriv9 �sga LH&1 x>.aLCflSyi49±A w4ftcw Caftg« cmV4+xatQ10M4 Vud W+a M&d VAG $"A.AM.V —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) toy safety practices prior to pertorming these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have attached structural sheathing and bottom chord shall have a tr rrney properly attached ri id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections propa y B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to onr mrenr:. W drawings 160A-Z for standard plate positions. Alpine, a division of ITW Bui(dingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or listing this drawing indicates for the design cover page, , The intoshown. acceptance of professional engineering responsibility solely suitability and use of this thawing for any structure is the responsibility of the Designer per ANSI/TPI 1 Sec.2. For more information see this •ob's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t instx ; SBCA: www.sbcinclust .com• ICC: www.icesafe.org G a SEQN: 668493/ T11 / SPEC Ply: 1 Job Number: 36CS0068A FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 208.6 Ibs Truss Label: A15 .. / ... 10/11/2019 7' '11"15 13'7"1 17'11"15 8'1 "11 24'4"1 29' 33'3"8 39'8" 7' 11" 5 5'7"2 4'4"14 0"4'7"15 43"8 6'4"8 I =5X6 T }I T 12 ESX10(SRS) C =3X4 =3X61112X4 6 p =5X6 D E F G o5 2 R H J�3X4 N rn M I� M O 11 I ; r�< f0 K=3L6(A1) M=3X6(A1)B 1 A 1 U T S R_ V Q P 0 N M =3X41112X4 =3X6 =3X4 =4X10 1112X4 =3X6=3X8 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 13'8" 5' 21' 7'1"12 5�3'10"55 (.1'3"9 51'5 _1 5'3"10 + 3'S"11 4'S"4 + 6'2"12 �1'+ .11" 7'1"12 8'1" 11 12' '13 99 18.10"11 T 24'2"5 33'S"4 39'8" H 29' Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.036 N 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.058 N 999 180 B 577 /- /- /376 /260 /277 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.015 M - - R 484 /- /0 /261 /166 /0 EXP: C Kzt: NA HORZ( TL) 0.028 M - - Des Ld: 37.00 V 1411 /- /- /663 /662 /- Mean Height: 15.00 ft NCBCLL: 10.00 Code I Misc Criteria Creep Factor: 2.0 K 760 A /- /521 /342 A TCDL: 4.2 psf Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.576 Wind reactions based on MWFRS BCDL: 5.0 sf Load Duration: 1.25 p TPI Sid: 2014- Max BC CSI: 0.362 MW� ZS Parallel Dist: 0 to h/2 B Brg Width = 8.0 R Brg Width = 8.0 Min Req = 1.5 Min Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.962 V Brg Width = 8.0 Min Req = 1.7 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: K Brg Width = 8.0 Min Req = 1.5 GCpi: 0.18 Plate Type(s): Bearings B, R, V, & K are a rigid surface. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Bearings B, R, V, & K require a seat plate. Lumber Maximum Top Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #1 A - B 27 0 G - H 653 - 565 Webs 2x4 SP #3 8 - C 665 -684 H - I 900 -711 Wind C-D 700 -583 I-J 902 -713 D-E 161 -53 J-K 1129 -1109 Member design based on both MWFRS and C&C. E - F 653 -564 K - L 27 0 F - G 653 - 564 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. O B - U 545 -457 Q - P 604 -494 b4�+� fp�y" �_. F1 gA�rAA, U - T 569 -423 P - 0 600 -495 aA+"•��"�e T-S 569 -420 O-N 600 -495 S - R 569 -420 N - M 928 -858 O 047162's R - Q 409 -352 M - K 931 -85B Maximum Web Forces Per Ply (Ibs) +} Webs Tens.Comp. Webs Tens. Comp. ► C - U 237 -153 Q - H 1486 -1362 P H 202 ' U - D 203 -125 D-T 83 -15 - -2 H-N 127 -22 �0 ON 667 -653 524 N R - E N -352 SSWALA' E - Q 690 -674 J - M 223 -32 40D15058285DBD 9CXA4DEDE 7950 ED F9 G - Q 286 -331 rnevarnroasa:,ms esaiv�scssrc�rcas � saa�tmy>A.xrwn mmrmag ' Putt. tkG, 1{tY183}<%r,RR SGS'ie'Aai*.ve w.#�95NA 1 ts'4Ag1S�a4Bnas�"4. Tr61�4rQi87 A{�jy @tK lTW4bN �°4itltei'r36&ac4'+8�`di¢� St:$ T93'4d and t7Ye S4+Jud a3thtSaeiaLcfict�a ntstR#'+�llTa$ on EmrtrnCtf6rJr "vim **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building temporary Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly array attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, Apply to face of truss and as shown above and on the Joinf Details, unless noted otherwise. 12efer to onr orranrs. w P as applicable. plates each position drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the bracing trusses.A this drawing truss in conformance with ANSI PI 1, or for handling shipping, installation and of seal on or listing this drawing, indicates responsibility solely for the design shown. cover page, _ The suitability acceptance of professlonaf engineeringg Designer ANSI/TPI 7 Sec.2. and use of this drawing for any structure is the responsibility of the building per For more information see this job's general notes page and these web sites: ALPINE: www.at ineitw.com' TPI: www.t inst.or ' SBCA: www.sbcindus .com' [CC: www.iccsafe.org SEQN: 668495 / T14 / GABL Ply: 1 Job Number: 36CS0068A FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Page 1 of 2 Wgt: 217.0 Ibs Truss Label: A16 I / ... 10/11/2019 F + 1 3'9"12 T18T LI 29+ 33"884 328 244 3"4'3 + 6394"8877' 21115+ 1310 " 13,4„ 2' (TM' ' L=5X6 T6 12 C=5X6 s3X4K M '3X4 I ro T 1-5X10(SRS) =3X4 :5X12(SRS n m D 1112X4 •• E F G H 1 J o mTT 1 N 1� -AA 3X6(A1) B A B AC D m N=-U(3(A1) i Z Y X V U =3X4 =4X10 T S R. Q P 3X4 =3X6 =3X4 =3X6==3X8 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 13'8" 5' 21' 3'2"5 51"12 36 7'" 4 63 101"115 13'4" 18'8"7'11"1122 46 1.4 r-'2i- 2'2'5 24"5- 2355"44 � Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Sot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Plating Notes All plates are 2X4 except as noted. (••) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A1601SENCID1014 & GBLLETIN0118 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L!# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.038 Q 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.060 Q 999 180 B 528 /- /- /340 /240 /317 Snow Duration: NA HORZ(LL): 0.013 P - - W 727 A A /339 /272 A HORZ(TL): 0.025 P - - U 1230 A A /594 /555 A Code / Misc Criteria Creep Factor: 2.0 N 788 A A 1527 /359 A Bldg Code: FBC 2017 RES Max TC CSI: 0.556 Wind reactions based on MWFRS TPI Std: 2014 Max BC CSI: 0.328 B Brg Width = 8.0 Min Req = 1.5 Rep Fac: Yes Max Web CSI: 0.471 W Brg Width = 8.0 Min Req = 1.5 U Brg Width = 8.0 Min Req = 1.5 FTlRT:20(0)/10(0) Mfg Specified Camber: N Brg Width = 6.0 Min Req = 1.5 Plate Type(s): Bearings B, W, U, & N are a rigid surface. WAVE VIEW Ver: 17.02.02.1208.15 Bearings B, W, U, & N require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 27 0 H -1 705 - 698 B - C 650 - 571 1-1 705 - 699 C - D 703 - 515 J - K 973 - 824 D - E 401 - 302 K - L 959 - 763 E - F 397 - 298 L - M 925 - 771 F - G 705 - 699 M - N 115B -1167 G- H 705 -699 N- O 27 0 4OD1585828.5D 3D9C 3C A4DE DE 7966 ED F9. ihP4 ROMRAYbfLss lR`titK6{H°#.tff �C YF�9$i /dhY.w:3 btMk1541� M i%4. LiS. d87YffiI}q} rA61F1Td5@.9ffiA SbYi'@A9 i5{R+1 xcwdcntsxr�sera3� ez6,�accpmso3.tlas4wser�umanss�rM:t:.rnau4mye cax�m xe ilha&az�x xaMcriuraasnaaAe mv.tda vcrVixd m�sycicprsrzSz Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Z 444 -397 U - T 538 -457 Z - Y 383 - 319 T - S 537 -460 Y - X 383 - 315 S - R 728 - 666 X - W 383 - 315 R - Q 728 - 666 W - V 470 - 388 Q - P 980 - 885 V - U 470 - 388 P - N 983 - 885 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - Z 192 - 71 I - U 243 - 264 Z - D 228 - 98 U - J 1518 -1399 D-Y 100 -7 T-J 88 -1 D -AA 912 -804 J - S 283 -283 AA- W 939 - B29 S - K 207 -113 W-F 100 -169 K-Q 268 -116 F -AB 431 -411 Q - M 539 -428 AC -AD 433 -419 L - Q 408 -476 AD- U 435 -420 M - P 221 -31 "WARMING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricatin , handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an� SBCA) toy saety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted o hervvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ;Id ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Joinf Deta'I.. unless noted otherwise. (refer to 60A-Z for standard plate positions. a division of any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rmay mnpou1nrs. W SEQN: 668496 / T14 / GABL Ply: 1 Job Number: 36CS0068A FROM: AH Qty: 1 4EB8 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Page 2 of 2 Wgt: 217.0 Ibs Truss Label: A16 / ... 10/11/2019 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. AA- E 67 -76 V -AC 86 -27 AB- G 77 -49 AD- H 18 -22 40D15B 5825 5D3D9C 3C A4 DE DE 796E ED F9 nmasrn»asnaena�uceaezayms spa tssvtsay raaz aammswea, Ffi {6i..6&. @&13Hit48i ffi.R dxS@&LS�n246vk ua�Y�a fNki R�MtAitkT6�4 tq�s�dttfin. GitYtmBocux�s,�taancrtc�rsFSaceasn9 smzhd s�!!Sm WR*:2YrttPJY9U@f GeXPQtC3Ct@L GTfiiie49 On?R fi4ffiCtLCi�iG sa;*3at. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) toy sa ety practices prior to performing these functions. Installers shall provide temporary array bracing per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathingand bottom chord shall have a progeny attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, onr orranrs. uc as applicable. Apply Agates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise, kefer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of rofesslonal engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Pnr mnm ininnnatinn sen this inh's ne ml nnfes naoe and these Dinh sites- Al PINT-.1nineit.r TPF w toinst.om, SBCA[ W Wwsbcindustrv.wm: ICC: WNh Acasafe.om SEQN: 668447 / T2 / GABL Ply: 1 Job Number: 36CS0068A FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OU,DR Horton DRW: Wgt: 134.4lbs Truss Label: B1GE ... / ... 10/11/2019 10'8" 10'8" ZS" --+ 1'4" —� (n'P) l -4X4 21'4" ►, 91 m 0 a- T 21'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 H 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.001 AE 999 180 p* 81 /_ /_ /39 /37 /11 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 J - - Wind reactions based on MWFRS EXP: C Kzt: NA Des Ld: 37.00 HORZ(TL): 0.003 J - - P Brg Width = 256 Min Req = - Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Creep.Factor: 2.0 Bearing 9 B is a rigid surface. TCDL: psf .2 4. 2.00 BCDL: psf Bldg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 -24 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 GCpi: 0.18 Plate Type(s): C - D 80 - 90 K - L 202 -23 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 D - E 105 -71 L - M 154 -43 Lumber E - F 153 -50 M - N 105 -64 Top chord 2x4 SP #1 F - G 202 -29 N - 0 74 -84 Bot chord 2x4 SP #1 G-H 253 -21 O-P 81 -113 Webs 2x4 SP #3 H -1 303 -24 P - Q 27 0 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Wind B-AE 175 -108 X-W 192 -107 AE-AD 183 -110 W - V 191 -107 Member design based on both MWFRS and C&C. AD -AC 185 -110 V - U 189 -106 Additional Notes AC -AB 188 -111 U - T 187 -106 See DWGS A16015ENC101014 & GBLLETIN0118 for;i1Is AB -AA 190 -112 T - S 185 -105 AA- gable wind bracing and other requirements. ��ti��.1 +a� *0�� Y 192 -113 R - P 175 -103 s1+1 's a' Y - X 192 -107 fir* r�101 No ��� Maximum Gable Forces Per Ply (Ibs) MGables Tens.Comp. Gables Tens. Comp. * C -AE 174 -103 W - J 187 -83 » w D -AD 88 - 65 V - K 153 -73 ��?� E -AC 101 -74 U - L 100 -73 + `�'a�Me�'4 F-AB 100 -73 G -AA 153 -73 T-M S - N 101 88 -74 -65 a+ 4`p Piz; Nk H Z 187 R 0 174 y�ftt1m - -83 - -103 I-X 0 -162 SBRML ft 40Ot5858295D3D9C3C A40E DE 7958 EO F9 cr wn+mxaeaazeraem�aaaaye uw nzsuaW lmlr twnem rarrt"L'L4!vtVf"tla csD�a» base gas i asA "tkaumvldf wttvksa dC2ti95fi tffig b1t td trX dmfvd uaitexi L.h!a smicatkmtxs3o a".,utt fvMirBB M 1gdtao1u coins. "WARNING•* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafety Information, by TPI an c7 SBCA) for safety to these Installers temporary practices prior performing functions. shall provide bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeily anti attacheSrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted othervvise. B3, B7 or B10, �Zefer to om p onents, u drewings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. 9iawing cover page, , The suitability and use of this for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. SEQN: 668448 / T3 / GABL I Ply: 1 Job Number. 36CSOO68A FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: I Wgt: 78.4lbs Truss Label: C1GE .. / ... 10/11/2019 7' 7 1'8" +' fTYPI� G=4X4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 D Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. 14' 7' 14' i Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 Lu: NA Cs: NA VERT(CL): -0.001 F 999 180 Snow Duration: NA HORZ(LL):-0.002 E - - HORZ(TL): 0.002 E - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.118 TPI Std: 2014 Max BC CSI: O.026 Rep Fac: Yes Max Web CSI: 0.061 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 40015s 562E 5D3D 9C 3C A4DE DE 796E ED F9 � cramanicKan cxin:•au€au; bra aw moo ug m m+msaves, x (rc.tL aansg}ms iAs dam stxs�n�tav¢+ssr4a W.&i r.z�cnzsxites�c�a ns��r3cegtez o3 tt8t4uaccr�tararxt<xnsimras8 fs$a�A sa*!:S MW if' V+lmta:'Ahu+tat3wWAVr Abo WOW uesapabawk ♦Maximum Reactions (Ibs), or"=PLF Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL L' 84 A A 140 /39 /12 Wind reactions based on MWFRS L Brg Width = 168 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 G-H 213 -26 B-C 14 -66 H-I 157 -48 C-D 61 -28 1-J 105 -69 D-E 113 -17 J-K 87 -89 E-F 165 -14 K-L 84 -106 F-G 221 -17 L-M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - V 145 -46 R - Q 164 -49 V-U 153 -47 Q-P 159 -50 U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 S - R 164 -49 N - L 144 - 55 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp C - V 122 - 56 Q - H 205 - 83 D-U 115 -75 P-1 159 -72 E-T 159 -72 O-J 115 -75 F - S 205 - 83 N - K 122 - 56 G-R 13 -89 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temposry r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperryfy Tdid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ec. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted.otherwise. fifer to 6OA-Z for standard plate positions. a division of rivi 1,orforn acceptance any structure failure to build the g or cover page, in. The suttability, rntey oraponenrs. uc SEQN: 704643 / T30 / COMN Ply: 1 Job Number: 36CS0068A FROM: JAH Qty: 1 4EBB 1828-Cali "C" LL OL /OR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 37.8 Ibs I Truss Label: D1 ... / ... 10/11/2019 5' 5' SEAT PLATE REQ. C=4X4 mr+S1 10, 10, 5' SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIiCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.006 F 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA - VERT(CL): 0.011 F 999 180 B 438 A 1- /287 /202 /134 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 F - - D 438 /- /- /287 /202 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.005 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code I Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.214 D Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.209 Bearings B & D are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.081 Bearings B & D require a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 A - B 27 0 C - D 359 -492 Lumber B- C 358 -492 D- E 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Wind B - F 395 -183 F - D 395 -183 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 213 -28 40015D 5829 SD31) 9C X ASOE DE 7963 ED F9. nm¢tt¢rnnaam¢tie¢raeuus¢ fic3,+¢a.tea taws¢r# �_tz, Pt im. W_ 4471wim ntdalc3EouY.*M tea owl s.'tadxti mnwG ftttwd4cipwof thmdal .M araaw U=Ln srcd t�;xdmdvu6d VA a4 VA". a>,dh¢Mffi.tQAM"i VA"9Y4ft 0[VSQfd dM,4 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require •extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA)1or safety practices prior to performing these functions. Installers shall provide temporary rnrey bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, onr onerrrs. uc as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise, Refer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shippingg, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the 9uilding Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.aloineitw.com: TPI: www.tolnst.ore: SBCA: www.sbcindustrv.eom: ICC: w Jccsafe.oro I f SEQN: 704645 / T33 / COMN Ply: 1 Job Number: 36CS0068A FROM: JAH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 37.8 Ibs Truss Label: D2 .. / ... 10/11/2019 5' 5' C=4X4 IIIL/l4 10, 5' SEAT PLATE REQ. SEAT PLATE REQ. 10' 1 '151 ' 5' ' 5. I_ 0' _1' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA D Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 NivJFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf. NA Ce: NA VERT(LL): 0.006 F 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.011 F 999 180 B 438 /- A /287 /202 /134 Snow Duration: NA HORZ(LL):-0.003 F - - D 438 A A /287 1202 /- HORZ(TL): 0.005 F - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.214 D Brg Width = B.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.209 Bearings B & D are a rigid surface. Rep Yes Max Web CSI: 0.0 Bearings B & D require a seat plate. FT/RT:2:20(0)/10(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 18.02.01A.0205.20 A - B 27 0 C - D 359 -492 B- C 358 -492 D- E 27 0 No, 0471,81Z. STATE OF 400156S82851)31)9CX A40E DE 7963 ED F9 nffi4¢F8Y ftlft_0lt(S2trc4f '(CgriSL ux tik'S scl —, B1)d9lkdi 4 PC [iL tHI, H6r197}�n t8s dam aQSw»aD39e+:a XiJui iS�Cn4Ni4[�67£4. 94$'1'adKCl�%G{fih5 Ca4WtCmt a3G1 /.ca�EiSSTid 3a: SI�6 MW 2M114 £?£A'£Y1YfitftikYHdY643II f-AW- MfA7dUAfS4t' Cnki Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. B - F 395 -183 F - D 395 -183 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 213 -28 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling, shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) foF safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro any d�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, 'le. Apply Agates to each face of truss and position as shown above and on the Joinf Details, unless noted othervvise. defer to 60A-Z for standard plate positions. a division of rFPI T,ortorhi acceptance 4 any structure ral notes page and lis drawing,any failure to build the on this drawing or cover page, is design shown. The suitability rtrrc�r nmporterrts, u� SEQN: 706B66 / T29 / HIPS Ply: 1 Job Number. 36CS0068A FROM: JAH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 50.4lbs Truss Label: D3G / ... 10/11/2019 } 3' 1 5' '1 7' 1 10, 3' 22' 3' 12 T 6 0 2X4(A1) B 1 � A� SEAT PLATE REQ. III2�(4 C=4X6 D =4X6 E IIIGA4 =JAB IIIGA4 10, T- LO F=2X4(A1) c� fV - G1 SEAT PLATE REQ. 1' } 3'1"12 1'10"4 + 1'10"4 + 3T'12 + 1' �{ 3'1"12 5' 6'10"4 10' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIfCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.012 D 999 240 Loc R+ / R- / Rh / Rw ! U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.021 D 999 180 B 499 /- /- A /237 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 H - - F 499 A /- !- /237 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.008 H - - Wind reactions based on MWFRS NC9CLL: 0.00 Mean Height: 15.00 ft TCDL: 4.psf Code / Misc Criteria Creep Factor: 2.0 B Big Width = 8.0 Min Re 1.5 q = Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.079 F Brg Width = 8.0 Min Re q = 1.5 Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.122 Bearings B & F are a rigid s,lrface. Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.050 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0207.20 A- B 27 -20 D - E 287 -676 Lumber B - C 294 -669 E - F 294 -669 Top chord 2x4 SP #1 C - D 287 -676 F - G 27 -20 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Loading 91 hip supports 3-0-0 jacks with no webs. B - J 5-237 I - H 5-237 J - I 572 -235 H - F 565 -237 Wind Wind loads and reactions based on MWFRS. ' Maximum Web Forces Per Ply (Ibs)Webs Tens.Comp. Webs Tens. Comp. ## C- J 83 0 D- I 95 -116 83 0 C-1 131 -65 H-E I-E 131 -65 40015858M 030 9CXA40EM n63W F9 rnn uam nos vecas entuavearg eV,nas ae7 assraa eY �aeut3 xsaztessa, !IE (rL. tii, id73ffi{efl #he.?riantawn�aroea SNA+1 K'iAM2kbtiII�CQ�A rtSa;eCecpxisaf ti�d�cracent �artglans3:C�ctrrayxx6sn9.asb9 SAd d� AyA=S Ni4YYC`M9ld�` 6 m'�Lt I@s ani7Y i M alYy' kiu9e3+ 3z CZS+ta3. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary array bracing per BCSI Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cei(ing Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, orn irrrants. uc as applicable. Apply Agates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to /' drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIPIPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the 9uilding Designer per ANSUTPI 1 Sec.2. For more information see thisjob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindus .com; [CC: www.iersafe.o SEQN: 698400 / T27 / VAL Ply: 1 Job Number: 36CS0068A FROM: JAH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 25.2 Ibs Truss Label: V8 / ... 10/11/2019 I 311"8 + 7-11" r 3'11"8 3'11"8 12 B=4X4 iv =3X4(D1)=3X4(D1) 1 A C E D 1112X4 7-11 3'11 "8 3'11 "8 3'11"8 7-11" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefVCSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.008 D 999 240 Loc R+ / R- / Rh / Rw / U / RL E* 75 /- /- 136 /28 /8 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.011 D 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.005 D - - E Big Width = 95.0 Min Req = - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 Bearing A is a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.134 Maximum To Chord Forces Per PI Ibs p y (Ibs) Load Duro-don: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.115 Chords Tens.Comp. Chords Tens. Comp. A- B 201 -170 B - C 201 -170 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CS 1: 0.103 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A - D 223 -147 D - C 223 -147 Top chord 2x4 SP #1 Botchord #1 We SP Maximum Web Per PI Webs 2x4 SP #3 MiWb FPy (Ibs) Webs Tens.Comp. Wind B - D 347 -310 Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. NO *11,00 ».. Z1%,10 STATE, O A� $g 40015B 5825 51)31) 9C X A4 DE DE 796E ED F9 mttwmxa¢rs¢ucsa.aes�X ee;aa az�eey aBa3suseasxt"acg Pifmu. Hi7imi.3$adz�&lrswast�ac ,aS?iMl xs��csst+xxis.w3a WOW upw of Si'd5dv93 M 04.0=1t6ved rw"Ed wi3: kd VW4[fffiowl 2a:Sht@C#SdOfl6G?Q M:4`d$#4ffifif aft{ dlv+';0WIV4 moi., **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componen Safety Information, by TPI SBCA) for to these functions. Installers temporary an r7 safety practices prior performing shall provide rurr s bracing per BCSI. Unless noted olherwise,top chord shall have attached structural sheathing and bottom chord shall have a properly properly attachetl rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply Agates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise, Refer to nnrponenrs. uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSI PI 1, for handling installation bracing trusses.A this drawing conformance with or shipping, and of seal on or cover page, , listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or • SBCA: www.sbcindusl .com• ]CC: www.iccsafe.or SEQN: 698398 / T22 / VAL �Ply:l Job Number. 36CS0068A FROM: JAH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Horton 14EBB 1628-Cali "C" LL OL ,DR Horton DRW: Wgt: 16.8 lbs Truss Label: V4 / ... 10/11/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Tap chord 2x4 SP #1 Bot chord 2x4 SP #1 L 1111"8 3111" r 1111"8 { 1111"8 ! � 12 6 B= 3X4 T A 3X4(D1)=3X4(DC D Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: It EXP: C Kzt: NA Mean Height: 15.00 ft 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 ft GCpi: 0.10 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 204A Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 3'11" MUD 3'11" DefI1CSI Criteria PP Deflection in loc Udell U# VERT(LL): -0.003 999 240 VERT(CL): 0.006 999 180 HORZ(LL): 0.001 - - HORZ(TL): 0.002 - - Creep Factor: 2.0 Max TC CSI: 0.057 Max BC CSI: 0.070 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 40oi58 582E 5D3D 9C X A4DE DE 7968 EDF9 rRes e�ze^s nay mmaaar *racvnsaaxag cra �v axac*aa m} xsaausi ramass� PC tfL UL 043Imi" i34 t!ataatasan "ova •+°.o's�i fiN3+2 zczlcnt�sanan4�A 7imrD4t4+iez e9N.c4arsocniar4xbs3caisfvdsms49 xa} xM a5ac sa?a.a �xhsrR6'�9ua14510 awmt&e tirrita� an xwyeiarz�zx� �syfas. ♦ Maximum Reactions (Ibs), or *=PLF Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL D* 75 /- /- M6 /22 /6 Wind reactions based on MWFRS D Big Width = 47.0 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 187 -163 B-C 167 -163 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 160 -148 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re extreme care in fabricating, handling, sh!pping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI an � SBCA) safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty �!d ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. defer to 60A-Z for standard plate positions. a division of 1 F'1 1, or for r. acceptance any structure its drawing,any failure to build the on this drawing or cover page is design shown. The suitability anay onrponena, - n SEQN: 668450 / T19 / EJAC Ply: 1 Job Number. 36CS0068A FROM: AH Qty: 8 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 23.8 Ibs Truss Label: EJ7 .. / ... 10/11/2019 A 12 6 M G_ to fs7 2X4(A1) B A D SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft 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 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. ri Ill Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.014 D - - HORZ(TL): 0.025 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.496 TPI Std: 2014 Max BC CSI: 0.368 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specked Camber: Plate Type(s): VIEW Ver: 17.02.02.1208.15 WAVE 400158 5828 5D3D 9CX A40E DE 7968 E0 F9 T19ffiH4t3Mf4Dt;h Ckittfl%ES�fi'yEian: b41 ffCYYtl SY¢HN'�n#1 M31tIN@;e Pi }#i. t&. C433S7}@] Ga$t�BLSLeA it. via �je 5Nk+1 roatusctraur,�rcc4w tkattrPcspfzseliYd:$a�.wessa�zraSeNt�siG�a&'a'�4�rL w�is$ and the sty! ixzlsnaiaumun3as^_azthe�if�i on �syxlaa�xn3z arp%sa. ♦ Maximum Reactions (Ibs) Gravity Loc R+ / R- / Rh Non -Gravity /Rw /U /RL B 336 /- A /259 /117 /173 D 127 /- /- /101 /20 /- C 171 /- /- /91 /133 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqwire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an � SBCA) y satPety practices prior to performing these functions. Installers shall provide temporary arrey bracing per BCSI. Unless'noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, orn onenrs, uc as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to fl drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of pr ) E siona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. v............s.....................1......6 ............il .....­ ......- .... ., ......e6 -.. - .1.1.. ......,...... roI. ....... 1..,..e.--- .c . ....... .6nf n..n.. ­1. ....... I FROM: AH Qty: 6 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton I DRW; 10/11/2019 I SEQN: 668451 / T12 / EJAC Ply: 1 Job Number: 36CS0068A Wgt: 21.0 Ibs Truss Label: EJ7A Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 2X4(A' SEAT PLATE REQ. 7' 7' 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 li C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT1RT:20(0)/10(0) Plate Type(s): WAVE DofVCSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(CL): NA HORZ(LL):-0.017 C - - HORZ(TL): 0.027 C - - Creep Factor: 2.0 Max TC CSI: 0.505 Max BC CSI: 0.373 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver. 17.02.02.1208.15 40D1585628.iD3D'9C3{ A4DE DE 79baED P9 mn[roaanaaraaemsauxwnu.emc a� atw4varua�uanrsrt, pE jig. t�: QA33$lj MWRCi'ta ¢�'stivt+iC9'ir ��s 9NiG1 iCSLCiYpkil�lpG�4. m��mD'aptusol USadiK4xeerd amm�tvwsHSvacffi�,m��5c�f:a me uze SXA,: aud.eneintien teas ewxt 6s wY� m xay dW.rcnu B ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 270 /- /- /188 f79 /151 C 128 /- A /104 /21 /- B 174 A /- /95 /135 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req = 1.5 C Big Width = 1.5 Min Req = - B Big Width = 1.5 Min Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 78 -152 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, b TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide tempos r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pper y id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Apply Agates to each face of truss and position as shown above and on the Joint'etails, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability nney oinpoitenrs, uc n SEQN: 704637 / T28 / EJAC Ply: 1 Job Number. 36CS0068A FROM: JAH Qty: 3 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW. Wgt: 12.6 Ibs Truss Label: EJ3 .. / ... 10/11/2019 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 3CDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. C SEAT PLATE REQ. Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.003 D - - HORZ(TL): 0.003 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.174 TPI Std: 2014 Max BC CSI: 0.072 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.20 40015E 5828 5D 3D SC 3C A4DE DE 7968'ED F9 rMe iumtaat�acrs sraxuaae�sp�a&mom mm eaxra nY szyrue�:ameea{, Fd t{i. ik. acnuica Ih! daiadEmtax,nfievs.eu3a 4NAz1 KtAg3tKAi�3tIX°iti �tbtxd mks of tt&n4aeacmza �a mrsf esnarw"xaC m4 ter! .xskd Aft I�SMeYS bv'Qi€�GY:tVfA46Yk56 C£1;2ffiM 9Yf{i� GY Ynr�r£ClfCf�Y aP�r3. T ♦Maximum Reactions (Ibs) Gravity Loc R+ / R- / Rh Non -Gravity /Rw /U /RL B 193 /- /- 1162 f76 /86 D 51 /- A /41 /6 /- C 64 /- !- /30 151 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, hand lin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Buildij [Safety Information, byy TPI anr] SBCA) for safety practices prior to performing these functions. Installers shag provide tempos BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppy d ceiling Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B1, 'le. Apply plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. �Zefer 60A-Z for standard plate positions. - a division of iri i,ortorn acceptance any structure failure to build the g or cover page in. The suitability rrrr�y� nrrrponenrs. uc � r SEQN: 668452 / T16 / JACK Ply: 1 Job Number: 36CS0068A FROM: AH Qty: 4 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 16.8 Ibs Truss Label: CJ5 .. / ... 10/11/2019 C 12 6 M O to r T N ch B ih =2X4(A1) ��i r\—j I Im D SEAT PLATE REQ. 5' 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria TOLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 rd Enclosure: Closed Risk Category: It XP: C Kzt: NA E Mean Height: 15.00 ft Lu: NA Cs: NA Snow Duration: NA VERT(CL): NA HORZ(LL): -0.007 D - - HORZ(TL): 0.008 D - - Creep Factor: 2.0 B 263 A A /208 /96 /129 D 90 A /- /70 /13 /- C 119 /- /- /62 /93 /- Wind reactions based on MWFRS Code / Misc Criteria Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf p Bldg Code: FBC 2017 RES Max TC CSI: 0.309 B Brg Width = 8.0 Min Re 1.5 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.182 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 Ch T C Ch d T C Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 13 o s ens. omp. or s ens. omp. A-B 27 0 B-C 53 -120 Maximum Bet Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 40015B 5929 5D3D'9CX A4DE DE 7963 ED F9. mnc'U.Wxnracnex"evaaeamgW¢ ara aasue ayuaraiarstanaxak P1 fE6. L'. 4472mi-Owl YCYAC w'tmwl� V&".citptaao3 tifadaaaxaa:A sttclecrd r4 SM1 nabd vim fwUx ausrixns&avatacda r¢t All wek.4 m atrpeiazmm>u cc 1_ —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '•IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI an c7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrrrcy bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, onr penis. as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. defer to N° drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's geneml notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org s i I FROM: AH 453 / T17 /JACK Qty. 4 4EBB 1828-Cali 'C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton I DRW% 10/11/2019 Job Number: 3CS0068A I Wgt: 12.6 Ibs Truss Label: CJ3 43 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph - BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 D NCBCLL: 10.00 Mean Height: 15.00 It Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc, from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C. C SEAT PLATE REQ. } -{ 3 Snow Criteria (Pg,Pf in PSF) Def11CSl 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): -0.003 D - - HORZ(TL): 0.003 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.174 TPI Std: 2014 Max BC CSI: 0.072 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/1.0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 40131585628 5D309C 3t A4DE DE 796HE0 F9 rms ucwn nas osm exaeemaesfq s�sr� gem srxxee trg 3xawsi uai zmet F[ iTi+UL i673Hi{sef tLn ix#3ACay�M vss;a 5W 1 iV4�ML%Y214+vtKC: reerts6eigtxai W tt�daL'tertu�naEC�tcCnc"r`,.�5sn rs�2�L sai'&d dn31'h@ 4�+A.2 ffithIIstN323gt (�]:6 fGdxSt ii9 6Yf 3lfC! IX{ Liy'ti6pitid�d anEm. LO N ♦Maximum Reactions (Ibs) Gravity Loc R+ / R- / Rh Non -Gravity /Rw /U /RL B 193 /- /- /162 /76 /86 D 51 /- /- 141 /6 /- C 64 /- /- /30 /51 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly did ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. Apply Agates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to BOA-Z for standard plate positions. a division of ivi i,ortorn acceptance any structure ml --1-e --.- - failure to build the g or cover page in. The suitability (gird}' otuporidrrts, ur SEQN: 668455 / T1 B /JACK Ply: 1 Job Number: 36CS0068A FROM: AH Qty: 4 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 11.2lbs Truss Label: CJ1 .. / ... 10/11/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration:1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bat chord 2x4 SP #1 T 4"3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. n 12 6 � C 2X4(A1) B SEAT PLATE REQ. j M 1' 1� 11 Snow Criteria (Pg,Pf in PSF) Defl(CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.000 D - HORZ(TL): 0.000 D - Code / Misc Criteria Creep Factor: 2.0 Bldg Code- FBC 2017 RES Max TC CSI: 0.163 TPI Std: 7014 Max BC CSI: 0.015 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 150 A /- /145 177 142 D 11 Al A /18 /10 /- C - A14 A /25 128 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 *i 40015359235D3D9C3CA4DEDE7963EOP9 tes sse<smasngaaneraaearmumyasa zra nsnnaayraarasernnnassa, M #C. t&, 9f719J{tlY iB1 �'dt4�st.YDY tain�a S�+Ju.2 aa�snn`x+sxdc_ rrbruE c€v�s a3 ttm6ac.secsrt ma rtatsems�:saoaz�rm3anff .amtad ua914c 4u&i r:�hsrsxi^attsfcc�esxr,sc6s xuttaff mmyciettromc **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporary aney . bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1 0, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ompotrent,. uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professions engineering responsibility solely, for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITP1 1 Sec.2. AlDIK=........ ­:.-:...--, -- ...... I ---....moo,.,........ -­,.,,,..,,.,-,.m.—. 4 1 SEQN: 704639 / T32 / JACK Ply: 1 Job Number: 36CS0068A I FROM: JAH Qty: 4 4EBB 1828-Cali "C" LL OL /DR Horton MEBB 1828-Cali "Crr LL OL ,DR Horton DRW: Wgt: 11.2 Ibs Truss Label: CJ1A .. / ... 10/11/2019 4" 3 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 0 12 6 � C 2X4(A1) B SEAT PLATE REQ. co III 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): NA B 150 /- /- /145 177 /42 Snow Duration: NA HORZ(LL): 0.000 D - - D 11 /-1 /- /18 /10 !- HORZ(TL): 0.000 D - - C - /-14 !- /25 /28 /- Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.163 B Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.015 D Brg Width = 1.5 Min Req = - Rep Fec: Yes Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - Bearing B a rigid surface. FT/RT:20(0)/10(0) Mfg Specked Camber: Bearing B requires a seat plate. Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 S FRiA4 M . 40MSB 5828031)9C 3L.A4DE DE 7980 EA F9 rwn trim aas seer. cuee¢�caet egn�; mna saxxa av saaxuet uascwoa,; PS Im. UL#47is2}ran taa dxaatR�.»a4a7e rr3tgxsw4l as�tntkartsansWa 8ffi��3seg'And.'1'as.ssaaeentaecr�etcca�atEsaats�ad;gr4 coz@d �d dosaxw+h:,voueneciarnu*s6. W&W m MIF4 tru4: t mim "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rrrreg, bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, onr miens. uc as applicable. Apply plates to each face oftrussand position as shown above and on the Joint- Details, unless noted otherwise. Refer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponenfs Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. C m ininrmn e.n 4— inh1e nnnnrol nnlnn noon end 0.nen. cane. AI o1.— u.uu nlninnMv rnm• —1- uroe..I ;i — QQr.A• wurwr im fn nm SEQN: 668457 / T21 / HIP_ Ply: 1 Job Number. 36CS0068A I FROM: AH City: 2 4EBB 1828-Cali "C" ILL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 42.0 Ibs Truss Label: HJ7 .. / ... 10/11/2019 6'3" 9110"1 r 6'3„ 37- '1 SEAT PLATE REQ. n 6'1"4 3'2" i 6"14 6'1"4 9'3"4 9'101 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N/ TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 0.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Loc. from endwall: NA FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP 91 Sot chord 2x4 SP 91 Webs 2x4 SP #3 Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. DeWCSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.014 G 999 240 VERT(CL): 0.026 G 999 180 HORZ(LL): 0.004 F - - HORZ(TL): 0.007 F - - Creep Factor: 2.0 Max TC CSI: 0.316 Max BC CSI: 0.308 Max Web CSI: 0.247 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 40015856285D3D9C3CA4DEDE 796BEO F9 tnseoaa"aaiewmasairrarsc�'la�;xra�mm�uaey zrm�aunmxnea, aKt€e, uz, aarr�f � �e axe�s�snmabzveere�`s uu i ac4Arxstisaitanca�a fti_a op mtl ti�sEwxersuarabsatms»`e�cdi4rm4:m5 �mf d aswl tis sswSxuc�€neixsttent�a esuae�e s�titi3 msayaicerr�rac sc0i¢s, I ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 326 /- /- /- /154 /- E 410 /- /0 /- /129 /0 D 168 /- /- /- 1132 /- Wind reactions based on MWFRS B Brg Width = 10.6 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 9 -6 C-D 59 -74 B - C 295 -638 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 578 - 259 F- E 0 0 G - F 570 -262 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G-C 181 0 C-F 314 -684 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building (Safety Information, byy TPI anr7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly ;;id ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins�alied per BCSI sections B3, B7 or 810, 'le. Apply Agates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. refer to 60A-Z for standard plate positions. a division of ivi 1,or Torn acceptance any structure ris drawing,any failure to build the on this drawing or cover page is design shown. The suitability mrey omportenrs, uc @ t Y SEQN: 7046411 T34 / HIP_ Ply: 1 Job Number: 36CS0068A FROM: JAH Qty: 2 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW: Wgt: 16.8 Ibs Truss Label: HJ3 .. / ... 10/11/2019 T �-- 1'5"12 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: If EXP: C Kzt: NA D Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Loading Hipjack supports 2-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. oln SEAT PLATE REQ. 4'2"3 4'2"3 Snow Criteria (Pg,Pf in PSF) Def11CSl 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): 0.000 D - HORZ(TL): 0.000 D - Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.143 TPI Std: 2014 Max BC CSI: 0.030 Rep Fac: No Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.20 4001585828 5D3D 9C X A4DE DE79be E8 F9. iA#SRPiXSttdYffi@MGW.tiSTDMF.BSft'$riN�'dtd ifi243A4FT�%�'.ua1S�31tY.Ef. Pr[LUL#4nsljt MtC1xT61uwaaGaVtr'z#sowl mYd�Csrt�xacrt Fic. 4f tYQ$II0i tldffi4titlt%'CtS 04 hfitSttteY400' -told Md MW tnd Ii. V.A lsmlh mduftYi"ft nua1R B 444 MWm 4twim.1 -Mfi - C T I ♦Maximum Reactions (Ibs) Gravity Loc R+ / R- / Rh Non -Gravity /Rw /U /RL B 132 /- /- A [76 A D 22 A /- 112 /- /- C 57 A /- /- 143 A Wind reactions based on MWFRS B Brg Width = 10.6 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 21 -14 B-C 19 -17 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ire Information, byY TPI anti SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro My did ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 53, B7 or t310, Ile. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. fZefer to 60A-Z for sandard plate positions. a division of iri i,orrorn acceptance any sructure failure to build the g or cover page m. The suitability yoInrl"16"tS, U. I Gable, Stud Re. inforcem'en.t Detail AS'CE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 100 Cr- 140 mph Wind Speed, 15' Mean Height, Partlatly Enclosed, Exposure G, Kzt = 1.00 ❑rr, 140 mph Wind Speed,%15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ❑r, 12h mnh Wind §need. 15' Mean Heloht.. Pnrtiolty Enclosed. EXDosure D. Kzt = 1.00' S 2x4 Brace Gable Vertical pacing Spedes Grade No Braces (1) 1x4 'L' Brace 'g (1) 2x4 'L'' Brace a (2) 2x4 'L"Brace. ■ <I) 2x6 'L' Brace. r (2) 2x6 'L' Brace. >r Group -A Group B Group A Group B Group B_Group A Group B Group A Group B #1 / #2 3' 10'9' 6, 7' 6 10' 7' 9' e, 1' T 12' 2' 12' 8` 14' 0' 14' 0' �„) S P F #3 3' e' 5' 9' 6' 2' 7' e' 7' 11'9' N93!?,'A 6' 12' 0' 12, 6' 14' 0' 14' 0' <J - Stud 3' 8' 5' 9'_ 6' V 7' 8' 7' 11'9' 6' 12, 0.' 12, 6' 14' 0' 14' 0' Q Standard 3' 8' 4' il' 5' 3' 6' T T 1' 9` 6' 10' A' 11' i' 14' 0' 14' 0' 0J #1 4' 0' 6' B'' 6' 1f, 71'10' 8' 2' 9' 8' 12' 4' 12, 9' 14' 0' 14'`0' —) S P #2 3' to, 6' 7' 6' 10' 7'`9' 8' V 9' 7' 12' 2' 12' 8' 1 14' 0' 1", #3 3' 9' 5' 3' S' 7' 6.' it, 7' .5' 9121 9' 7' 10' 11' 11' 8' 14' o' 14' 0' . (U D P Stud 3' ,9' S' 3' S' T 6' Il' T 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14 0' Standard 3' 6' 4' 7- ' 4' 11' 6' 2' 6' 7'. 8' 4' 8'. 11' 9' 8' 10'. 4' 13' i' 14' -0' _ L% #1 /. #2 4' 5' 7' 6' 7' 9' _ 8' 10, 9' 3' 10' 7' 11' 0' 13' Ilf 14, 0' 14' 14, 0' 'i > S P F #3 4' 2' T V 7' 9' 8' 9' 9' 1' 10, 5' to, to, 13, 9' 14' 0' 14' 0' 14' 0' U LJ [� Stud 4' 2' 7' V 7' 6' 8' 9f 9' 1' 10, 5' 10, to, 13191 14' 0' 14' 0' 14' A' O fl r Standard 4' 2f 6' t• 6' 5' 8' if 8' 8' 10' S' 10, 10' .12, 8' 13' 7' 14' 0' 14' 0' 01 4' 7' -7' 7` 7' 11' 9' 0' 9' 4' 10' B. it, 1' 14' 0' 14' 0' 14' 0' 14` 0' 0 S P 4' 51 7' 6' T 9' 8' to, 9' 3' 10, 7' 11' 0' 13' 11' 14, 01 14' 0' 14 0' #3 4' 4'.. 6' 5' 6' 10' `8' 6' 9' lo, 10' 6' 10' 11' 13' 4' 14' 0 14' 0' 14' 0'. 0) D P L Stud 4' 4' b' 5' 6' 10' B' 6' 9' 1' 10' 6? 10' ,11' 13' 4' 14' 0 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' D' 7' 6' 8' 0' 10' 2' 401101 il',10' 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10" 7' 12' V 14, 0" 14' 0' 14' 0' 14' 0' d (� . U S P F . r #3 4' 7' e' 2' B' 5' 9' 8' 10! 0' '11' 6' 12' 0' ;14' ,0' 14' 0' 14' V - 14' 0', Stud_ 4' 7' 8' 2' 8' S' 9' 8' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0 14. 0' 14'_A' - H r Standard 4' 7' 7' 0' -7' 5' 9' 4' 101, 0' 11' 6' 12' 0' 14'. 0' 14' 0 .. 14' 0' 14 0' o #1. 5'_1" 8' 5' 8' B' 9' 11' 10 3' IV 9' 12, 3' 14' 0' 14' 0 ; 14' 0' 14'.0' S P #2 _ 4' 10' B.' 3' 8' 7' 9' 9'- 10' 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14'0' �' k3 4' 9' 7' 4' 7' 10' 9 8' 10 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' .0' 01 D F L Stud 4' 9' 7' 4' 7' .10' 9' e' 10 _1' 11' 7' 12' 0' ;14' 0' 14' 0' 14' 0' 14' 0' .� Standard 4' 7' 6:< 6' 6' !1' 8' 8' 9' :3' li' 6'.. 12, 0' . 13, 7' 14' 0' 14' 0' 14' 0' able. Truss A' Diagonal brace option - "vertical Vertical length may be doubted when dlagonat brace Is used, Connect L. diagonal brace for 600# at each end; .Max web I Br ce total length Is 14:. 31(31E 2x6 or, �" better. better dingonal r Vertical length shown brace, single 8' In table above. ar double cut. I L l- 45• (as shown>at '. / - upper end. L4 Connect diagonaTat } " mid oint of vertical web. Refer to chart above for worVARRDIMen wwtlRIMT DRAVM NSA) L CCgnlaPACTait Cun➢ISTHE RZT& EM Trusses r•4u0re extrene care In,Pobricattrip,, hl&hdting. •sNpplrQ, instatMil and 1xdchB.. Refer» to and follow the latest ed1tlon"of SCSI (Buldin# Compohent. Safety Infor-wilon, by TPI orld SBCA) forti•saf¢ty practices prior to perfornlnll theca functions. Installers shall provide te,+pornryy. ara.6,g Per PCSI. V,tess noted otherwise, top chord shall have properly attached structural sheathing and bottom chard ` rr, shalt .I", e a property attached rrl�gWW ceiling. Locations sham for pernanent lateral resteaht of webs- R Q ��� shall have bradng. hst4Ued per BCSI sections t h B) Joint B10, as:'npltegs o d Apply plates to each face " q' of truss and ppaosftlan as shorn above and on the Jdnt B10, fts ,mess le. A otherwte Refer to dra hgs 160A-z for standard plate posltlons. Alpine, a d .I.n of ITV Building C-pormnts Group Inc shall not be responsible for any devotion fro, AN n W COMPANY this drawing, any failure to bt Ad the truss In conformance with ANSI/TPI L or for handing, shipping, hsteilatlon 6 brndng of trasses. A seal on ttds drnwtaQ or rover page Usthg this drowUq, lx6cates acceptance of professional wnglneerhg respons&sUty solely for the design shown The sultabillty and use of this drawing 13389 LakaYron, Delve for any structure b. the respp,sabAlty of the H,JIaOng Besig,er Per ANSLTPI 1 Sect^. Each City. M063045 For note InFnrewtbn see this Jobs general .notes page antl ti+ese web sites ALPINE, wnatp4,¢Ity corm. TPA wew.tpvist.argl SBCM,••w:sbcindustryargl ICG woelccsofearg Bracing Group Species and Grades, Group A, S rote -Pine -Fir Hem -Fir.. #1 / #2 .Standard' 1 #2 .Stud #3 Stud 1 43 IStandard ➢ou las Fir -Larch Southern Pin See #3 #3 Stud Stud StandnrdStnndard Group Bi Hen -Fir #1 ➢ou tas Fir -Larch Southerh Pine■wi #1 #1 #2 a2 lx4 Braces shall be, SRB (Stress-Rated'Board). aloror lx4 So. Pine use only Industrial 95 or Industrial 45 Stress-Rtited .Boards. Group B values mn be used with these wades. Gable Truss Detait Notes, Wind Load: deflection criterion Is L/240.. Provide uplift connections, for 75 pW over .continuous. bearing (5 psf TC Dead Load). Gable end supports load. from 4' 0' outlookers with 22' 0' overhang, or 12' plywood overhang:. Attach 'V braces. with 10d (0.128'x3A' whin) nags. )k For (1) 'L' brace space nalis at 2' O.C. In IS' end: zones and 4' o.c. between. zones, 3}()tFor (2) 'L' braces, space nalts at 3' 0.6 'In'18' end zones and 6' o.c. .between zones. 'L' bracing must be a minimum of 80X of web member length. Gable Vertical Plate .Sizes Vertical Len th No sauce Less than 4' 0' 2X3 Greater than 4' 0', but 3X4 less than Ill 6' Greater than 11' 6' 4X4 t Refer to common truss design For Pe oz splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detalt. REr AXE7-10-6016015 DATE 10/01/14 DRWG A16015ENC101014 J.', TOT. LD. 60 PSF AX. SPACING 24.0' Gable Stud Reinforcement Detai(. ASCE 7-101 160 mph Win_ d Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph WindSpeed, 30' Mean Height, Enclosed,. Exposure D, Kzt = 1.00 Ori 120 mnh Wind Sneed. 20' Mean' Helcht, Partially Enclosed, ExoosL^e D. Kzt = 1.00 S 2x4 Brace Gable Verticdl ,pacing Species Grade No Braces (i) Ix4 'L' Brace w (1) 2x4 'L' Brace X (2) 2x4 'L' Brace ■ (17 2x6 'L' Brace w (2) 2x6 'L' Brace w Group A Group B Group A Group B Group A Group B: Group A Group B Group A Group,B 14' _Pr . U S P f #1 / #2 3' 8' 6' 3' 6' 6' 7' 5* 7' 8' B' 9' 9' 2' tl' 7' 12' 0' 13' 9' 0' #3. -3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8.' B' 9' 1' It, 31, 11' 1I' 13' 7' 14' 0' . U 1__i [ Stud 3' 6' 5' 4' 5' S' 7' 2' 7' 7' 8' 8' 9.' 1' 11' 2' 11' 11' 13' 7' 14' 0' 0 I 1 r Standard . 3` 6' 4' 7' ..4' 11' 6' 2' 6' 7' _ 8' 4' . 8' 11' 9' 8' to, 4' 13' V 14' b' J ` S P #1 3' '10' 6' 4' 6' 7' 7' 6' T 9' 8' 11' 9' 3' 11' 9' ie, 2' 13' It' 14' 0' #2 3' 8'. 6' 1' 6'.6' T 5' 7'8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' - #3 3' "7' 4' 10' 5' 2' , 6'� 5' 61. it, 8' 9' V 1' to, 1' .. '10' to'- .19' (U c I D r 1. Stud 3' 7' 4' 10, 5' '2' 6' 5' 6' Il' 8' 9..9' 1' 10' 1' '10, to, 13' 8' ' 14' 0' Standard 3' 3' 4' 3' 4' 7' S' 8' 6' 1' 7` 9' 8' 3` 8' 11' 9' 7'12' 2' 13' 0' U '#I / #2 4' 2' 7' 2' 7' 5. , 8' 5' ev 9' 10, 1' 10, 6' 13' '3' 13' 9' 14' 0' 14' 0'. S P F #3 4' 0' 6' 7' T 5' 8' 4' 8' 9' 9' IV 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' U Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11" 10` 4' 13' 1' 13' 7' 14' Of 14` 0' Ql 0 ' 11 H F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' `4' 11' 10' " 12' 8 14' 0' 14' 0' . #1 4' 5' 7' 3' 7' 6: S' 7' B' ill 10, 2' 10' 7' L3 5' '13' 11 14' 0' 14' 0' S P #2 4' 2' _2!' '7' 5-, 8' 5' 8' 9' to, 11.. 10' 6' 13' 3' 13' .9 '14' 0' 14' . 0' #3 4' V 5' ill 6' 4' 7' 11' B' 5' 10, 0' .10' 5' 12' 5' 13' 3' 14' 0' 14' 0' D FL Stud _ 4' V 5' 11' 6' _4' 7' it' 8' 5' 10, 0., to' 5' 12, .5' .13' 3' 14' 0' 14' 0' Standard 4° 0' S' 3' S' T T 0' T 6' . 9' S'' 10' 2' 11' 0' li' 9' 14' 0` '14' 0' 0 #1 / 42 4' 8' '7' 11' 8' 2. 9' 4' 9' e' 10, 1' ll' 6' 14' 0' 14' 0' 14' 0' 14' 0' C5 X U S P F L1C 43 4' b' 7' 7' B'.1' 9' 2' 9' 6' lof IT' 11' 5' 14' 0' 14''0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' V 9' 2' 9' 6' 10' 13' Ir 5' 14' "0' 14'.0' :14' 0' - 14' 0' Standard 4' 5' 6,6'. 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13, 7' 14' 0' 14, 0' 14' 0' #1 4' 10' 8' 0' e' 3' 9' 5' 9' 9' li' 2' IV 8' 14' 0' 14' 0' 14' 0' 14' 0' d P #2 4' 8' 7' -11' 8' a, 9' 4' 9' B' ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 '4' 6' �6' :10' 7' 3' 9' 1'_ 9' 7* - It? 0' 11' 6' 14, 0' 14' 0.' 14' 0' 14' 0' � 7� L F L Stud 4' 6' 6' 10' 7' 3' 9' V 9' 7' ill 0' '11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' S' 6' 1' 6' 5' 8' 1' e' 7'. to, 11` it, 5' 12' 8' 13' 7' 14' 0' 14' 0' Atioutj�_ able Truss '' Diaganal brace option, vertical length maY be T. doubled when diagonal LB' A brace Is used. Connect L diagonal: brace for 690# at each end. Max web Br ce total" length Is 14 ; _ 31EBf 2x6 DF-L 02 or better diagonal '� Vertical length shown f brocet single T In table :above. or double cut 45' (as shown) at L �. upper end. midpoint of vertical web: 41"k `UL `� Refer to chart above for 6( wwvARAMM" READ AND FOLLOV ALL NOTES ON THIS DRAWNGI -w MTANT FWMSH TraS. DRAVD4 To :Au CUNM4CTORS INCWDDJG 111C INSTALLERS, Trusses require extreme care In fabrknting,,hwWUmQ, slipping, installing and brochg, Refer to and �. fgltow the. latest edition of SCSI (BJamrg Component Safety Information; by TPI and SBCA) for safety prneticee prior to performing "thesm. functions. Instatters. shalt Provide temporary bradmo per SCSI. y l)nLess rated otherwise, top chord shall haw property attoched. structural sheatHng and bottom milord shall'i+eve a property attached rlgW'. cell". Locotlons shown for permanent lateral restraint of ebs - J:�© �. - r� Lmsion asetl per SCSabove and an thi. B7 or 810, lls unlessappLICablo.no Apply. plates W each Pace Shall hnv2 and the Joint Betnls, unless naiad otherris@. truss did pas as shorn above and position I'1 (t�_�, Re 16O to Refer to drnrtnps 160A-Z for stnndnrd plate positions. AN fTW OOMPANY Alpine, n division of ITV Budding Components Group Inc sMll not be responsible for any devlatlon from tins drawing, any Failure to build the truss In conformance with ANSL TPI 1, or .for tmnding, shoping, Insiallation IL bracing of trusse. A' seat on this d—Ing — cover page UstkQ this dr..b-Q I4cat4s accdp'tncc of professional e " respxmawiAlty, solely for tin designsh.— The sultabSity and uze of tins drt"V forte hrucllr'e Is the respo ,&Mty of the Bu6dkV Deslgier per ANSUTPI I Sect. �^r � �t 13389 Lakefront Drive Eanh City, MO 63045 For more Information see tHs •Job's general notes page and these web sties. ALPINE. www,niptneitr,coni TPD rww,tpLmsforgi SECA, inrsbcindustryorDl ICL1 wwrJcciofa:arg vGFE Bracing Group Species and Grades) Group AI - S ruce-Pine-Fir. Hen -Fir III / 02 Standard 02._ Stt 03 1 Stud 1 1 03 IStandaroll Dou las Fir -Larch Southern Pinewmie 03 03 Stud Stud Standard IStnntlnrtl Group Ell Hen -Fir It1 4. Btr 01 Dou las Fir -Larch Southern Pinson* 8l 01 02 a2 Ix4 Braces shall be SRB (Stress -Rated Board). wwFor Ix4. So, Pine use only -Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values tie - be used with these rades: 'Gable Truss Detail Notes) Wind Load deflection criterion.is L/24b. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load), Gable .end supports load from '4' 0' outlaokers with 2' V overhang, or 12' Plywood overhang: Attach -'L' braces with -)Od (QJEA1x3.0' min) nails. )K .For, (1) 'L' brace. space halts at 2` o.c. .in 18' and zones and 4' oc. between zones: )K)KFor (2) 'lJ braces, space nails at 3' o.c. in 18' end zones and 6' o.c. between zones. brocing- must be a ,minimum of MY of iieb member length.: Gable Vertical Plate Sizes Vertical Len th I No S lice Less than -4' 01 2X4. Greater than 4' 0',. but 4X4 Les_ than 12' 0' + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-107GAB16030 DATE. 10/01414 DRWG: A16030ENC101014 ,tTATE OF , AN V-lqrMAX, TOT, LD: 60• PSF 40 e . MAX. SPACING 24,0' 'T' Reinforcing Member Goble Truss Gable Detail For Let -in Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace Is 90% of member length, Goble vertical length greater than 48' 'L' or 'T' brace required 1P s Q6 Gable Truss Plate Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. +)Refer to Engineered truss design for peak, splice, web, and heel plates, ®If gable vertical plates overlap, use n single plate that covers the total area of the overlapped plates to span the web. Examples 2X4 2X4 r2X8 \ ' No 'L' re I I brace required + In lleu of scab brace Gable Provide connections for uplift specified on the engineered truss design. vertical Length greater than Attach each 'T' reinforcing member with 48' 'L' or 'T' brace required End Driven Nails, 10d Common (0.148'x 3,',min) Nails at 4' o.c. plus (4) nails In the top and bottom chords. Toenalled Nails, 10d Common (0.148'x3',m1n) Toenails at 4' o.c. plus (4) toenails In the top and bottom chords. This detall to be used with the appropriate Alpine gable detall for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED103014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC103014, A18030ENC101014, A20D30ENC101014, A20030END101014, A20030PED101014 See appropriate Alpine gable detall for maximum unrelnforced gable vertical Length. Y_ 'T' Reinforcement Attachment Detail 'T' Relnforcing 'T' Reinforcing Member Member Toe -nail - - Dr - End -nail 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 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 2x6 20 wwvARlDQW READ AND FOLLnv ALL NMM ON THIS DRAWDGI wsDPDitTANTo FIRNLSH TKM DRAWDG TO ALL CBMACTQtS DIMMM THE DISTALLERS. .:+_��,,,,., +`'�''+)'EL. Frye° REF LET -IN VERT DATE 10/Ol/14 Trusses reqUirlatest extreme care h fnbng Component entl Safetty Information, by°'TPIba d SBCA) for safeefer to ty feller the latest eretlon of BCSI tBulaNf Con ti ?C.i.*° "s t=R /^\\ practices prior to perforrdng these functions. Installers shall provide temporary brndnp per BCSL Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord have . No a47782 ro r - 'e DRWG GBLLETIN1014 v V ��� ^ n Ilfl�\\IJI shall n properly attached rl w calltr�p, Locations shorn for permanent lateral restrnht of wabs J or Det lts unless o Apply places to each face shall have bracing ion cis d per above sections the of truss and position kn as d per above nntl on the Joint 210, s, unless rated otlierrlse. _ c %ye' STATE Of wp i Refer to dr-ck0 s 160A-2 for plate positions. AN LIW COMPANY dstandard Alpine, � nynof 17V fail a to build thii e+tu set nOrorrfcrInc. nce with ANSI/TPI shoU not be 1,orUt for for handtany deviation iron this date np hlpplrq �fo-, WO hsWttntin s bench of trusses. R WOi MAX, T❑T, LD, 60 P$F MAX. A aml on this drnwkp or cover pope Listing this o d. he Indicates acceptance of professional enphner#g n jely. for t!r dew drown The WtabRty sew ucr of this drn.rig S?Dee ,...�..,,. - "°`•"" DUR, FAC, ANY 13339LakefrontDrNe far ary strucpra b+ reaponsMity of 11w BL&dW* DesWder per AISVTPI I Seel. ��yy MAX, SPACING EarthCly,M063045 For rmrr information ere chic Jobe general attics ppange new these web sites, ALPINfl rn.nl Imkr.conl TPD rrrt nsi.or'gl SBCN rrrsbchtlustryargl ICnr.lcccnfa.orp - 2. x Hip Frame, 'R' Hip frame stops at ptumb cut of jacks to maintain 'pitch continuity. x Hip Frame Details Hip Frame n I c ci< �##1 Hip Pitched and Sheathed Chord Area Hip Frame* B Bottom Chord o- Attach hip frame to flat chordsof stepped hips ,at all overlapping points with (2) 0,131'x3.5' nails Bottorff chord of hip frame to be attached to #1 hip with 0,131'X3,5' nails @ 6' o,c, maximum spacing, Hip frame lumber is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better, Sere Engineer's sealed design for setback, turiber, plating, loading,, and duration factor required, R' Hip frame chords may be trimmed up to 2' to fit, stepped Hip purlins must be intact and properly attached: Setback System Trusses Use this detail fort Hip Frame - provided by truss manufacturer, ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C; or Hip frame is designed to provide bracing for flat top: ASCE. 7-10; 160 mph, 30' Mean Hgt; Partiatty ,Enclosed, Exp D, or ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, F(at. 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, Structur panels must be properly attached directly Residential; Wind. TC DL=4:2 psf,. Kzt-L00 To 4j,i!lt�tins. wwvAMNM- READ AND FMLOW ALL NO= W TNIS BRAWM � 'S G�� I . REF HIP FRAME .nKPmTANTm FURNISH TM BRAVING M ALL CDOPACTMS D CLUMM THE -msTAL Eas A Trusses reGua�e —trene wre M fabritbting, hantltin ' shipping, InstalWg and bracMg. Refer to.nnd `�`` S` DATE folio. the latest edition of HCSI (8 ... Canponent Safety information, by TPI and'S�A) for safety , 1 practices prior to perfomIng these functions. Installers .Moll provitle tenparar b-ciz per HCSI. Unless noted otherwise, lop chord shalt Fave properly.=11ed n%'l.' won she ting an�botton.chara = = DRWG HIPFRimbI4 d."yshall havea propeNY attached rlpldnpLwcaI shown forpecnonentlateral restrnMt of webs&ON shall hove I—Cl g Mctalted par HCs, eectiorts H3 B7 orBig, as aP kaWe. Appl *tRe to each face oftrussandPositbn asshoabove;antl on the Joiht DetaAs, uMess rtotetl otherwise. IL1�— Refer to drawer IsoA-z I= standard ptate pogtttons. .p S� A E OF c Alpine,. a. divis" of RN Buldin Components Group Inc. shall net be responsWe for an devintlon: fron C y t� ,a%1 iTW COMPANY this d-a.ln, any falure to by the truss o confornonce dth ANSVTPI 1, or for h.,41.a, shd Am& Q rt +f1 f f Instagntlon L. bracing of 'trusses. R �s�. A seal on this drawing ,or cover pege UstN this draing, bdcntes .acceptance of Professional t� e%lneering rtaponsmllty' sol_Ny for the design shown._ The sW.tabiky end vse of *is drawn for any s0-1hrB e is the rrsporaerWty oP the ulalne HeslHrrer' per' ANSLIn 1 Seca Faith City, MO 63Ha�5 for`haee information see this Job's gtmerol notes'Page and these .ab sites.- �bftFJldIl81N1lTitjett` ALPINE,—4pin.1t.coml M, www.tpkKtA!'gl SBCAi www,sbcinductryA�Ql ICO YiwJCCfafe arQ Valley Detail - ASCE 7-10: 160 Mph, 30` Mean. Height, Enclosed, Exp. C, Kzt=1.00 Top Chord .2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/02, DF-L. #2 or better, Ww Attach each valley to every supporting truss with, (2) 16d box (0.135' x 3,5') nails toe-nalted for AS .E 7-10 160, mph. 30' Mean Height, Enclosed Building, Exp. C, "Wind TC DL=5 psf,. Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed` Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom. chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single. 2x6, or, larger as required,: shall be permitted in lieu of fabricating from separate. 2x4 members. All plates shown are ITW BCG Wave Plates. 3X4 12 12 Max. (— 2X4 X4 8-0-0 max -� 4X4 20-0-0 (++) Supporting trusses at 24' o,c. maximum spacing.. Unless specified otherwise on engineer's sealed design, for vertical valley `webs tatter than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with 10d box <0.128, x 3.01) nails at 6" o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at Hid -Length of web is permitted with' diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath vatle,y set must be braced with, properly attached, rated sheathing applied, prior to valley truss Installation: ❑r Purtins 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 seated design. xxw Note that the purlin .spacing for bracing the top chord of the ,truss beneath the valley is measured along the slope of the top chord; ++ Larger spans may be builtas long as the vertical height does not exceed 14' -0'. Valle Spacing Pitched Cut Bottom Chord Vdtley . X4 Q� G, c SQo-. 4 2X4 X4 Square Cut Stubbed Vdlley ❑p tionat. _Hip Bottom Chord End Detait Joint Detail. V nWMTMT-. FUR IM TM BRAYIt;G�N1�COMACMRs VXUM 1L 'IM V6TMjMM. s; ;y `����� �y `Y ` �Y�r TC LL 30 30 40PSF REF VALLEY DETAIL DATE 10/01/2014 faio:ntne iasest gat( `"'oc`H°osei"<H an Component d soeet`"0y °N on;oao`^`"�Y-TPi and SHCAlrfor ftr ety w`� ' � , �L� / C DL 20 15 7 PSF prncticrs orlon to_perfornng theee Funetlonc [nsta0ere shall provide brachp. perBCSL une s rotetl othar•se, sop eVard shop:hove DroDe tY atteehetl struct aeoth np antl botto .chord � .� 1,e , T~ Ik DL 10 10 10 PSF IIRWG VAL160101014 r d ��� shall have:aproperly nttacMed rlippW eeiWq. LocntWps shorn for permanierai rastralnt of •ebs shalt have bradnB Mdtallyd. Per BCSS sections H3, B7 or 810, ns nppUcobl.7.ly pintas. to each: face of ,ruts a w ppoGtWn os sYw•n abo�. aml on ttw wtnt nrtcds, uMass.notod oth•rrico.)IaE of _ 1 - i ;LL 0 0 0 PSF - AN (iWODMPANY r to tlravtn0s l60A-Z for slandnrd plote posiSWnS. AIp4.r mv!•kn of Iry Huadrw=Conpw,ents Groua.lrc.. stall rot be responsible For anyy de latlon eron this dr rho :a y faR re to buHd tha truss N em,Forno+,ce rith ANSI(TPI 1, 'or for hsnminp, shipping, CC � Tt1� i= �� - TEIT. LD. 60 57PSF S5 InstaOatlm i bractr,0 of twssos,., A anal on �thk droWg or cover pa0r Usting this draN,iH, ttdcntes'ncceptoncr oo profesalonal e,igt,eerin8 ,safely far the deslHn shorn The su,tnbl.Hy and use of this dro>ry,H � j3 � (,e' /. C:t ' - �'' gi - - UR--.FAC.1.2�1.33 I.15. 615 133H9 {.akefrunf D Ya For ony ctn�Cttrh rathv rasporstm4lty of thr 4ut.lig DrrJprrr Per-NtCLTP[ 1 Sec2 .�'' ,,,� - SPACING Eanh C tV,MO 630045 for Wore Inf—Von see thJs Jobs generut notesppnnBe and Chase ieb stte'a ALPINE, —rAlclnelt•.coAi.-TPi, ►a•.tpinstora! SBCA, Rss siodnduitry:orpi IC6 •xelccsaPeorO �� _ /�, t3. l Piggyback Detail ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, .Kzt-1,00 160, mph, Wind, 30.00 ft- Mean' Hgt, ASCE 7-10, Enclosed Btdg located anywhere In roof, Exp C, Wind DL=, SA psf (min), Kzt=1.0. Or 140 Hg mph wind, 30.00 ft Mean t, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D,, wind DL= 5.0 psf <min), Kzt=1,0. Notet Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purtins. The building Engineer of Record shall provide diagonal bracing or any other sultable anchorage to permanently restrain pur(ins, and tateral bracing for out of plane loads over gable ends, Maximum truss spacing Is 24' o.c, detalt Is not applicable if cap supports additional. toads such as cupola, steeple, chImney or drag strut loads. xx Refer to Engineer's sealed truss design drawing for piggyback and. base truss .specifications. Detail A I Perlin Spacing. = 24" o,c, or less 12 gnus :unu u'-0 aY nux u'L' DP—Jrlu, ,rl NW—wrl. Deta.it B t Purlin Spacing > 24' o,c, 12 Up to 12 4' P19gyback cop truss slant nailed to all top chord purlin bracing with <2). 16d box nails (0135'0,5')' and secure top chord with 2x4 #,3 grade scab (I side only at each end) attached with 2 rows of Sod box malts (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using a minimum of (2) 16d box malts (0.1351x3.52. I I \\ t I \\ (' I I // 11 24' o.c. max Full L Top Chord Scab (Typical Each End> hard Flat top chord purlins required at Depth both :ends, purlin spacing > 24" o.c, Note, If purtins or sheathing are not specified on the flat top of the :base truss, purtins rust be Installed at 24' o,c. max, and use Detail A, igls�$1it11111 .-..VAMMGto READ AND FDLLaV 'ALL NOTES ON THIS MAVBrrd .-MGKWANT*w i'UMSH THIS DRAVIN6 TO ALL CONTRACT'DRS DCLUDING TW-INSTALLERS Trusses require extreme core In fabricating,, handUng, shippine,. hatatUngg Md braceig. Refer to and. foU.. the latest editlon of. SCSI (Bu3diro Component Safety. Irforration.'by TPI and SBCA) for safety praetkes "prior ip:pe,'forming these functiMs. InstoBers siatl �stl WaletbrothertlhNottluctaE cneathing - d bottomcMrplyched rlptd cctEfng. Lornt'o sfiom fornanent lateral restrain'of&L.P sh.11 hove bwcing Instntletl'.per- B SI eeGtiMs B3, B7 ar BIB, as kobte.. Apply platesto� of truss nM-pecltbn as shorn above aM on theJoomt Detaer, ss wted othnrciso. (f/ R1Fm to drn�ings 160A Z for stnndartl plots pmltlMs. Alpble a aNtskn of ITV Building Components WPUP , shall not.he responsible for Mydevlaticn, Fran .A7'N ry AN.rT� COMP/UiY tHs drovng, dray fariure to buRa the truss in cMFornnnce vith ANSLTPI f, or for hnndJUng, shppvo; � 6 yr fnstallniton h hracing of trusses. �+t A seal ZZ on tills "droving or rover page lL^tlg tlds dro ko, bx6cates aoceptnnce of professtwnl ,v,! W rnspons�0.lty solely for the de n sham. The suitability and usa of this drorl,gi� _k! for My ttive Is the responsmRlty of tfw BuPcBrllf Dastgn,-'r Pnn AtLSVIPi 3 Ser.2: `'�!,p7 \ V �A �akeA106 i- ur. For more lmf—atlon see tf+Ls �b s Ben ial notes. page and these veb sttes n 'r hj Piggyback cap truss slant malted to all top chord purlin bracing with (2) 16d box nails <O.135'x3.5') and secure top chord with 2x4 #3 grade scab (1 side only ateach end) attached with 2 rows of IOd box nails (0.128'x3') at 4' o.c. Attach.purUn bracing to the flat top chord. Using (2) 16d box malts (0.135'x3.51). The top chord #3 grade 2x4 .scab may be replaced with either of the fottowingt (1) 3X8 Trulox plate attached with (8) 0.120'xi.375' nags, (4) Into cap TC 8. <41 Into base, truss TC or lU 28PB wave piggyback plate ptatetl to the piggyback truss TC•and attached to the base: truss TC with (4) 0.120'xL375' nails, Notes Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one.' of the following methods, Trulox Use 3X8 Trutox plates for. 2x4 -chord Member, and 3X10 Trutox plates for 2x6 and larger chord menb'ers, Attach to each face @ 8' o.c. with 0) 0120'xl.375' malls Into cap bottom chord and <4) In base truss top chord. Trutox platesmay be staggered 4' o.c. front to back faces. APA Rated Gusset 81x8'x7/16' <min) APA rated sheathing Bassets (each face), Attach @ 8' o:c. with (B) 6d common (0.113'x2'). nails per gusset, '(4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back Faces. 2x4 Vertical Scabs: 2x4 SPF #2, full chord ,depth scabs <each face); Attach @ 8' o,c. with (6) 10d box malts (0,128'x3') per scab, (3) in cap bottom chord and <3) In base truss top chord, Scabs May be staggered 4' o.c. front. to back faces, 28PB_ Wave. Piggyback Plate One 28PB wave piggyback plate to each face R 8' o,c. Attach teeth to' pig% back at time of fabrication, Attach to suppor[Ing truss with (4) 0;12014375' malls per face per ply. Piggyback plates may be staggered 4 o.c., front to back faces, 24,0' REF PIGGYBACK DATE 10/01/14 DRWG. PB160101014 CLR Reinforcing Member Substitution This detail is to be used when a Continuous Lateral Restraint (CLR) is specified on a truss design but an alternative v;eb "reinforcement method is desired, N o te's This detail is only applicable for changing the specified, CLR shown on single ply seated designs to T-reinforcerent or L-reinforecement or scalor reinforcement, Alternative reinforcement specified In chart below may be conservative, For minimum atternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified GLR Atternative 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 2-2x4W 2x8 1 row 2x6; 1-2x8 2x8 2 rows 2x6 2-2x600 T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade' or better than web Member unless specified otherwise on Engineer's seated design. «0 'Center scab on wide face of web. Apply (V scab to each face of web, T, Reinforcement or T-Reinf, L-Reinforcement;. or L=Reinf,. Apply to either side of web narrow face. Attach with lOd. (0.1284x3,01,min) nails at 6' o,c, Reinforcing Member Is a minimum 80% .of web member length, Scab Reinforcerlent: Apply scab(s) to wide face of web. No: more than (1) scab per face, Attach with 10d C0128'x3.0',min) naps at, 6' o.c, Reinforcing member is a minimum 80% of web member length: —WARMNCd•w fWM AM F LLW ALL WTO ON TWS DRAVMD -WMTANTa F MSH THIS MAYMG TO ALL, CMURACTORS DiMMU G THE MSTiLLLM regWre extreme care In fub'ricating, han&t V, sWpplrg,. Yistoltmg anti bracing. Refer to lat¢st oditlon of BCSL ChAdno Conoonont Safotv Tnfamotlon, by -TPI and SHCA5 for sa {�J . truss and osrc16 os smown mdar and to oW iong. urtaas, unt¢ss. noted osrrrw,se. • Refer to dra$inps 160A-Z for stontlnrtl pinle positbns. Alpb,e, a Mslon of TTV & 019 Components Grdupp Inc, sh.H not be msponsl6Ee for any deNntlon f AN TiWCOMAkW ttis drawing, any £adore to build the truss In confornaic with ANSt/TPI 1, or for hanidirng; shlppv,g, hstallntbn 4 brndng of trusses; A seol on tHs drawing or caw -pope IlstbV tide dra•fng,. b,dcates nccaptaxe of prole-1-1 erg - respans¢tdit solely for the design shown: The wAt.Wty and use of this drawing 13M t Aeftord DPW for eny s actor¢ Is the respenswwty of th¢ HuK*,,g O¢clpner per ANSI/TPI I Seel; EArih City, Ma 63045 oruFor more Information .see thls Jab's general notes'po0e *nd these xeb sites, .....,,.a,.. r,.A. nan .�. e,.u,�r,.....car ...� ,� ,....,., rm ..arra•so am re dP AIDS Scab TC LL TC IJL BC DL $C LL _ SOT, LD, DUR, FAC, PSF PSF PSF PSF PSF F CLR Subst, TE 10/01/14 WG BRCLBSUB1014 i Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifles repalrs for a truss with broken chord Member forces may be increased for or web member, This design is valid onlyy for single ply trusses with 2x4 or 2x6 broken Members. No more than one break pe'r chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturerfor any repairs that do ,not comply with this de.tall, <B) '= Damaged area, 12' max Length of damaged section U = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, -sane size, grade, and specieas damaged member, Applyy one scab per face. Minimums side member tength(s) (ZU + <B) Scab member length <S) must be, within the broken panel, Nail 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 l0d box or gun nails (0.128'x3', min) :Into :each side member. The maximum permitted lumber grade for use with this detail is limited to Visual. grade #1 and MSR grade 1650f, This repair detail may :be used for .broken connector plate at Mid -panel splices. This repair detail may not be used for ,damaged chord or web sections occurring within 'the connector plate area. Broken chord may not support any tle-In loads, s .04 L L —.1111 �Typicat O + O + `O + O 0 + 0 + O + 0 + 2, . Stagger + = Back Face 10d Box <0,128' x 3', mini) Nailst 0 = Front Face 2x4 Member -'Double Row Staggered 2x6 Member _ Trlole Row. Staociered Duration of Load Maximum Member AxIaL Force Member Size L SPF-C HF DF-:L SYP Web Only 2x4 12'` 620#. 635# 730 800# Web Only 2x4 18° 975#. 1055# 1295# 1415# Web or Chord 2x4 24 9754 1055# 1495# 17454 Web or Chord 2x6 1465# 1585# 8245#. '2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 1223'0# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 253O# 2930# 3210# Web or, Chord ,2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 .42° 2975# 3045#: 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 3460# 3540# 4070# 44.45# Web or Chord 2x6 5165# j 5280# 6095# 6660# s L Mlninum n L Distance MNMun L nistance „ B L z4 L L Nail. Spacing Detail r �11 "`tl - N VARNMG A READ AND caLm+,ALL Nuns IN THIS MAVDQ REF MEMBER REPAIR oDWMTANTww FURNISH THIS DRAWWG TO ALL CONTRACTORS INCLUBING THE DISTALLM 11�, Trusses require extreme core in fabricating,' handling, shipptrtg, Instollino and bracing Refen`to "' tyt7 '3.` faRaw the latest edition of SCSI CBaiWng Co parent Safety 1mFanmtlon; by TPI tl and v�SHCAI fur.&ofety DATE 10/01/14 Practices prlor to performing ,these functions. Installers shall provide temporary bracing per BCSL iV(J, Unless. noted otherwise, top chord shalt have properly attached structural,sheo ng and bottom &or DRWG REPCHRD1014 ® shalt, have o property attached rlol% Wing.. Locations ,shorn for. permanent lateral restraint of webs - � shalt have bracing wstaUed per =1 sections B3, BT or lie,' opWkable. Apply plates to each face iT a 11 �0 of truss drawings ings I n as shoe- above and on the Joint Detn4s, unless noted otherwise, �.. F q Refer to drawings 160A 2 for standard plate positions. Alpine a division of ITV BLAdino Components Group Inc. shall not be responsUde for any deviation from AN TPI AN liW COMPANY this drawing' any follure to build the truss In confarnonce with ANSUL or for. handUng, shipping, �+�1 {� a Instollaticn & bracng of trusses. A seal on this draufna or c'pver'page Us"'this drawing, 6wicates acceptance of Professional �¢ - ®�, •� `�* eng�eereg respansmAN.y solely For the design shown.• The sWt.b:11 orui'use of this draft / 1, Eatth Cr}y,M0631145 for any .oar meow S this .hb' sanaratB OW Page u :1 S. saes. fA`�+` SPACING 24.0° MAX ALPINE,-ww.alpinekw.conl TPG. vww.tpN,ttorgl`SBCAi www.cbcMdUVtryorgl •IM wwwlcesoFearg. full FtUt . STANDARD BOTTOM CHORD FALSE FRAME 'DETAILS 4' 0. CC MAX. LENGTH TOTRIM ILLER EXISTING .FILLER SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. - USE #'2 OR: BETTER (14501P• FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. USE #3 OR BETTER OR STUD (960f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, LOCATE VERTICALS AT 4'-Q' O.C. MAX„ DR SEE NEXT OPTII7N. - 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 SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIDNS OF A TRUSS). )KLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS, 'SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS„ ETC, IT IS NOT POSSIBLE. TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO. DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING)*BRACING SHOULD ALSO BE APPLIED TO E FALSE FRAME CHORD AT 10'-0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE, FRAME iCHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST'VERSION.❑F ANSI/.TPI, THIS DETAIL APPLIES TO ANY PITCH; ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX, SPACING AND 10PSF MAX. CEILING LOAD., WITH THE EXCEPTIONS NnTFn ON THIS SHEET T USE THIS DETAIL FOR: ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITION :RIDR BEARINGS AT ANY, LOCATION ❑N THE TRUSS. DS IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME, 3 LOADS CONNECTED TO THE FALSE FRAME, CHORD APPLIED FALSE FRAMES-. BER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF)4'-0'), SE FRAMES ON CANTILEVER SECTIONS OF A TRUSS, NOTE- FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED. FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED'. ON THE NEW FRAME LOCATIONS AFTER MODIFICATION. - 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 WE$. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, IF.NEEDED, .6 2x4 FALSE FRAME, BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT :ANY' CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ,ANY VERTICAL (JOINT SPLICE). - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) lOd BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL. (1'2' MIN. VERTICAL BLI - MAY USE -A IE' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2.54) 2 3' O.C, AT THE FALSE FRAME HEEL JOINT IF DESIRED. VERTICALS MAY BE JOINED BY C2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,1201) 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), REF BC FILLER DATE 10/01/14 Alpine, a dvisien of ITV Bu d Components rr"p Inc. shah not be responcibte for nn devtbtioh f ANYTWGOMR4N1 thk *,Wng, any fal— to b.K the truss in—Farmance .Hh Ari9vTPT 1, or for tamA�n9..hipping, htatatiotion & tiradng of trusses. A seal on thl� d-wko or cower Page tlstlng th6 drpdng, bldcotee occeptome of pmfesslonal ertgtieertng respansbluty solely for, the design sha. The m itQ Wty and use of this dtoe6ng 13389 Lakefront DING far any structlre Is the responstbtllty of the 9utdtrp Dosigner .per ANSLIM 1.SeeP. Eadh City, MO 63045 F, nW e:lnfornatlon see this joh's general notes page end these wob sites, ALPMC, s A.IneMtetom, TPI, mtolnst.orm SBCM msbclnWtry4rgl = rvrlccsafe org SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 Mph :wind, CAT I'I, EXP C, ASCE 7-10 160 Mph wind, EXP 'C, .Or 1.40 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=6iO psf, Kzt = 1,00, wind TC DL=4.2 psf, wind BC DL=6,0 psi, Kzt = 1,00, Minimum 2X4 scab, same . grade and species as top chord designated on Engineer's sealed design and three tides the overhang length, Attach overhang scab to one face of top chord with 10d 'box (0,128'x3,0 min) nails at 8' o.c, plus clusters of four nails where shown in figure below 00.. NOTE! #2 is the minimum Lumber grade allowed for all species, NOTEI Add 210# uplift (max.) to reported truss uplift for wall connections, - —vAwmm. READ AHD Fmjxw ALL NDTEs m Tm DRAYHHa edDI WTANT- FURNISH THIS IDtAYM6 TD ALL CONTRACTORS INCLUDING T14E INSTALLERS. 'hood �,°' eG•• : ' •• ��/ ,�. �� `J• CAc�n' l�jtl, - TOTAL TOP CHORD REF 2X4 SCAB O.H. DATE 10/01/14 g clop. qu ng, thg, shWPlno, hstnlUn and bra 'Refer to and Trusses re Ire extrene core b fobrka•U follow ttr. latest edition of HCSf ®.uad4q"CanponentSafety Infornatbn. by TPI ands A) for safety. `� s` �CjG.'d�7,P �•- ` ` �, •ca s LOAD NOT T❑ EXCEED 40 PSF DRWG 'OHSCB2X410.14 practices prbr toperfarne�g thole Punctbns. [nstaltors shall prnvtde, tenparnry br dr�D per HCSL Unless noted othenlse, top chord ahgll Novo properly atteahed �tr t�rat sFieathing°ond'anttan N.ard tateral NO �- , (DEAD. PLUS LIVE) y �I �,�� I I 1 11� A[L] shall Fgve a properly. attoched Ned ceNng Locntlans sh m' for pernonent restraint of Webs shntl .Mve brocine hstalled per SCSI. seetbns 83. B7 or HSs os oppticobla. App(y pintos td aetn face of truss. cod position ns shorn above and — tho Joht Detn9s, ur+iess noted otherwise. y Ya -' ILI�TUr--••r Refer to tlrarinps I6DA-2 for st.Ward plate positbns. - S, A-( _ OF AN McoMR4NY Alphe, a dvlsbn of ITY Huili9ng ConDMerlte Group Inc sWt,not be responsible Far any-devindon. fron tNs g, any Po re to tritd the truss In confor o-e with ANSI/TPI 1, or fW IiondUna, shlppino. y � •. .% hstnUatbn 6. hrachg oftrusses. - A seat on *Ns dravhg or mn page U tWV this dmW� WHrntes accoptonca of prefessldrml engtneerYq resporshllityy solely for the desl�� shown. The sWtabNty " use of tNs drovhg fOr structure Is the resporab4hy of +he &Aldno Designer per ANSVTPI 1: See.2. ,r1 �e-Tit `f � C� +�\ y: p p}� > v � ��\\*�R+.;4�' DUR, FAC, 1,15/1.25 13989 LakaS:oMPrive Eanh City, 41069066 onY — and these Web sltes.. Q ��w n o::v� i'S a i �fy¢t'•fi`+ ;``Ltt,' SPACING 24° vn c� �P oeg)S tryorej ICO vWlccsofa O 12 (2) 16d TOE .NAILS :VARIES C% OPTIONAL SCISSORS BOTTOM CORD . . (2) 16d TOE. 'NAILS TYPICAL END JACK (Ed) N.T.S. Iz VARIE$cl�� --(4) 16d NAILS See Connection 'Detail WEB CONFIGURATION —(4) 16d NAILS See Connection Detail EJ m' a CONNECTION DETAIL (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM 2x4 SYP Nailer 16" Long Top. & Bottom Use 16d Jdo� Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. WEB tz BVARIES �/S--. Corn TYPICAL SCISSORS CORNER JACK (CJ) TYPICAL CORNER JACK (CJ) N.T.S. N.T.S. TYPICAL CORNER SET INSTALLATION TYPICAL LOADING (P.S.F.) ��e C' •• �G.E (y S •:�✓,. TILE SHINGLES: �• �" ' MANUEL MARTINEZ., P.E. TOP UVE LOAD: � 20 20 0 NO TOP, DEAD LOAD 15 7 ec BOTTOM .DEAD LbAD: 10 10 TOTAL: l 45 37 a m FLORIDA REGISTERED ENGINEER STRESS ZINC. 1.25 1.25 �i'>z LICENSE # PE 47182 WIND DESIGN: M' 160 MPH, PER STATE OF : ,C/� ASCE 7-10 MA). 24" O.C. 1", 0,••�C •'WARNING" Read & Fc Ilow all notes on this .drawing. ®�1*�s •° (� R 1 � ,`�oa Furnish this drawing. to all Contractors including the installers. �d�,� iS/Q `•" � IdlAil�719®