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HomeMy WebLinkAboutTrussRANEY COMPONENTS aizey 19900 Independence Blvd. Groveland, FL. 34736 Components, uc Phone: (352) 429-9429 " Fax: (352) 429-7429 Cover Sheet Order # JOB # 136DCS107 Printed: Thu, Mar 30 2017 roo inrormarion: Address: FOR Name and License Number: ;tomerName: Creekside Lot 107 Horton 8508 Cobblestone Dr cription: CRY, State, Zip: JB 2807-Eile "D" OL OW Port St Lucie, FL din oaInformation L & Roo/Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Deadti TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 5 Bldg. Code: Wind Sid: Wind Speed: Bldg. Usesge: Building Type: Wind Type: _j FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 47 , Total 47 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al Pages or sheets covered by this seal from: 1 thru 47 , Total 47 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A2 5 A5 6 A6 9 B1 10 B2 13 EVA 14 13J5 17 CJ7 18 V1 21 4C2 22 401A 25 41-3 26 4MV1 29 4EJ3 30 4CJ3 33 FT2 34 FT3 37 FT6 38 FT7 41 Fr10 42 FG2 45 FTG1 46 FTG2 Manuel Marten�R . �day 3 A3 4 A4 7 A7 8 VA 11 B3 12 EJ7 15 BJ3 16 Bill 19 V2 20 401 23 4L1 24 4L2 27 4MV2 28 413,11 31 FG1 32 FT1 35 FT4 36 FT5 39 FT8 40 FT9 43 FT11 44 FT12 47 FTG3 Digitally signed by Manuel Martinez DN: c=US, o=ldenTrust ACES Business Representative, ou=M AND E ASSOCIATES PA, cn=Manuel Martinez, 9.2342.19200300.100.1.1=AD 10969 000001304798 OOA517 .. '01,1 11:4424-04'00' tDCversion:2015.006.30280 A 4D 03.5J� 38 Fi 58 8ix84 SB YP48 DLt 99 2E t?5 FB' t$t£itcmhSa6aarc elerWeutirriiys�ied Ala scaiad D1(sAaarsalMart{nu: PE(ci;RB[�1T1S21 igY t97a d`atesharir ak S,a;ia�n�i5N�14 . �r.'n3i,iBsnlxias �Tti�aicss'r+fent aivinfll corts(d�pd t;�nad asid i rsLnd`. .5etdlirnrsizhxpsctlicp+t�kakt�ti.tr drin�-i nm,Yt�ih�li tss anY sl�tgrsrt:; OPY Page 1 of 1 Job Number. 136DCS107 Ply:1 SEQN: 744932 / T13 / HIPS 4EJB 2807-Ella "D" OL OW [DR Horton /4EJB 2807-Ella "D" OL OW City: 2 FROM: GM DRW: Truss Label: Al Wgt: 254.8 Ibs I / ... 03/30/17 T10' 14'4"6 19' 20'8 25'3"8 31'10" T10° 6' 18 + 47°B 18" r 47"8 + 6'6"8 + T10" :5X8zz5X6 E F 1112X4 =5X6=3X4=3X8 =5X6 - 11123(4 F1' i T8113 6' ' 5182 + 6I 7'8'13 T8"13 1459204 25'1333 39'8" �1'1663 Loading Criteria (psf) Wind Criteria Snow Criteria (ftKin 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 L/# Loe R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf; NA Ce: NA VERT(LL): 0.172 O 999 240 B 1640 / 779 1933 / - /431 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.376 O 999 180 1 1641 1779 / 933 / - /- / 5.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.073 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP' C HORZ(TL): 0.161 K Mean Height: 23.00 ft B Min Brg Width Req = 1.9 NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 TCDL: 4.psf 1 Min Brg Width Req = 1.9 Soffit. 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.629 Bearings B & I are a rigid surface. 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.555 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.821 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT.20(0u10(0) Mfg Specked Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 1311 -1925 Wind Duration:1.60 WAVE VIEW Ver. 16.01.01.0402.19 B - C 1671 -2941 G - H 1462 -2402 Lumber C - D 1463 -2402 H - I 1672 -2942 Value Set:13B (Effective 61112013) D - E 1315 -1932 I - J 27 0 E-F 1231 -1671 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "136" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2550 -1312 M - L 2056 -971 Bracing P-0 2548 -1312 L-K 2549 -1330 (a) Continuous lateral restraint equally spaced on °1► . ' ' . O - N 2057 -939 K -1 N - M 1665 -673 2552 -1330 o sA+r�r member. Or 1x4 "T" reinforcement. 80 /" length of web member. Same species & SRB grade or better,e attached with Sd Box or Gun (0.113 x2.5",min.)nails 1 ;• Maximum Web Forces Per Ply (Ibs) 6" . ',; Webs Tens.Comp. Webs Tens. Comp. ` a Loading P-C 289 -20 M-F 661 -466 .� C - O 435 -562 M - G 518 -708 Truss passed check for 20 psf additional bottom + live load in 42"-high 24"-wide, O - D 477 -237 G - L 472 -232 chord areas with x clearance. F D - N 525 - 717 L - H E N 658 H K 437 -564 289 . - -425 - E M 267 -22 Wind ,$ - -247 Member design based on both MWFRS and C&C. 460 FF 5B 81 B0 Be, e 7F_48 00.99,2E 85 F& iRusiCeiriharbaFt3cFecRranic�L`y ,medi"td.awe by%mantacftAzrtlnrs; dE•;it'.j:?..c#e. Iid7ib:}cy�b466n:�i�na:.n Jb'4 fla;.i SF}A�'i •, .. . audr�otdati¢n cc9e. •'11... .., .f�f�llkSl$L��252t�6}�5tiitXVnlRflt 3f481i i Ct1tt5�IdXIIL�'.E$61C1$ 38'iB{ lffi8�d . $Ilrmmt b i'Vkt{f#i? d' 22,4 Li` Citm'ra' 'zuci�u ' "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requre extreme pre in fabricating, har�ddl %g sh!ppping, in@tailing and bracing. , Refer to and follow the latest edition of Component Safety. Information, b TPI SI for fety to these functions Installs II BCSI Building de to an r7 s practices poor performing sh pro pore irrrey bracin r BCS1. Unless noted o�herMse,top chord sha31 hye properly attache structure sheathin�an$ botto or�mro ave a pro any attach�c�nggid Locations shown for later f have ins Ile BAGS 3, B7 10, ceilingg. permanent restraint webs s all racin per sections or. air nGrrrs;tai as applipb�e. ,q�pTy lates to ach face, of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to i `, drawings 16OA-Z'for s�andard pefate positions. Alping, a division of ITVy Buqq�'�INd'nqgg_Compon n Groupg'In�. sph�allgnot be re�ponsidble for any deviation from this drawing,an� failure to build the dra�wlncag ledreate�s rice' to cerof tli ro-fess��onal' englneeorinanrespons�bilitjr desiign shownor The suitability listing this solelyor the �uilding and use a this r7rawin g for any s�ucture is le responsibility of the Designer per ANSIiTPI I Sec.2. i . 1 Job Number, 136DCS107 4EJB 2807-Ella "D" OL OW /DR Horton 14EJB 2807-Ella "D" OL OW' Truss Label: A2 7'10" 740" M 0 m =4X6 3� ' 6'4"13 Ply:1 SEQN: 7449361 T12 / HIPS Qty: 2 FROM: GM DRW: Wgt:238.0lbs / ... 17' 22'8" 25'S"4 31'10" 39'8" 2'9"4 S'8" 2'9"4 6'4"13 T10" :5X6 `-5X6 E F 1112X4 =5X14 =3X4 =5X14 111:6(4 03/30/17 1' 7'8"13 6'3"3 510" 5'10" 6'3"3 T8"13 1' T8"13 14' 19'10' 25'8" 31'11"3 3V8" Loading Criteria (psi) Wind Criteria Snow Criteria ft,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflect!on !n loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.174 G 999 240 B 1674 / 781 / 940 / - 1390 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.374 G 999 180 1 1674 / 781 / 940 / - /- / 5.5 Risk Category: II BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.075 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP' C HORZ(TL): 0.161 K B Min Brg Width Req = 2.0 Mean Height: 22.50 ft Code! Misc Criteria Creep Factor 1.5 1 Min Brg Width Req = 2.0 NCBCLL: 10.00 TCDL: 4.2 psi Bearings B & I are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.633 Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0,558 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.853 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCp!: 0.18 Plate Type(s): A - B 27 0 F - G 1644 -2417 Wind Duration:1.60 WAVE VIEW Ver.15.01.01.0402.19 B - C 1712 -3013 G - H 1500 -2468 Lumber C - D 15W -2467 H -1 1712 -3014 D-E 1644 -2415 I-J 27 0 Value Set:13B (Effective 6/1/2013) E - F 1334 -1937 Top chord 2x4 SP #1 Bot chord 20 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 20 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l3B" uses design values approved 1/3012013 by ALSC B - O 2616 -1356 M - L 1896 - 853 O-N 2613 -1356 L-K 2614 -1W8 Loading N - M 1896 - 827 K - I 2617 -1388 Truss passed check for 20 psf additional bottom �o chord live load in areas with 42"-high x 24"-wide r FEN +ems Maximum Web Forces Per Ply (Ibs) clearance. "� Webs Tens.Comp. Webs Tens. Comp. Wind e O - C 291 -20 M - F 284 -198 ' Member design based on both MWFRS and C&C. �° C - N 440 - 570 F - L 747 555 ' D - N 303 -243 L - G 303 -243 N-E 745 -555 L-H 441 -569 E - M 285 -198 H - K 291 -22 1015A 3&Ff 5B 81,60 BI3 7F 48.04 99 2€ 85 F& aGn=dsanri. each., piw6d cogica of W4 dormant wo not cmtilawvA 4r.d and =lid and it. S:rA l a=a#icnt3�rigti mile mast 6quMrif> d tat angs•.IectrcMc `eaoio'i: -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme cafe in fabricating, handl•ng, shipping, ingtalling and bracing.. Refer to and follow the latest edition of ¢CSI Building Componen S fety. Information, b PI an SBCA; for sa ety practices pnor to performing these functions Installe shall proyyllde to porarrYY zrney bracing per BG�St. Unless noted o�herwise,top chord shall have properly attached s�ructurel sheathing and bottom c�tord shall pave a prop�my attached rigid ceiling Locations shown for permanent lateral restraint of webs shal have bracing mslalled per BCSI sections 3, 87 or BB 0. om nzrus tr as applicable. Apply gates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise, kefer to...; ; drawings 160A-Z for standard plate positions. Alping, ad ivision of ITW BL!Idii'ng ComponQnts Group InC.,shall not be re ponsibie for any deviation from this drawing,anY failure to build the truss in conformance vnth AN51/7 PI 1, or far hantliing shipping, installation and bracing of trusses.A seal on this. drawtYng or cover pa e listing this drawingg Indicates ace�ptance 'of rotessional engineering responsibility solely for the design shown. The SultabiUty and use of this tliawing for any structure is the responsibility of the Building Designer per ANSUTPI 1.Sec.2. For more Inforrnatlon see this ob's enerei notes a a and these web sites: ALPINE: www.al Ineilw.com• TPI: www.t inst.o • SBCA: www.sbcindus .mm• Icc: www.ictmafe.o Job Number: 136DCS107 Ply:1 SEQN: 744940 / T11 / HIPS 4EJB 2807-Ella "D" OL OW /DR Horton 14EJB 2807-Elie "D" OL OW Qty., 2 FROM: GM DRW. Truss Label: A3 Wgt 224.0 Ibs I ... / ... =4X& T10" T10" 15' 19'10" + 24'8" + 31'10" 7'2" 4'10" 4'10° T2" :5X8 1112X4 =5X8 D E F 1112X4 =3X6-3X4 -3X8 =-3X4-3X6 1112X4 39'8" T10" r f 03/30/17 F ' TB"12 6'3"4 1' 4'-0" 4'10" 1' 6'3"4 T8"12 1 T8°12 14' 15 1910" 24'8" 25' " 31'11"4 39V 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 Des Ld: 37.00 Mean Height: 22.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4'r reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)na!Is Q 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42%high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf In PSF) Def1/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W PF. NA Ce: NA VERT(LL): 0.172 E 999 240 B 1640 / 783 / 941 /- / 349 15.5 Lu: NA Cs: NA VERT(TL): 0.377 E 999 180 H 1641 / 783 / 941 /- / - / 5.5 Snow Duration: NA HORZ(LL): 0.074 J - - Wind reactions based on MWFRS HORZ(TL): 0.163 J - - B Min Big Width Req = 1.9 Code / Misc Criteria Creep Factor 1.5 H Min Brg Width Req = 1.9 Bldg Code: FBC 2014 RES Max TC CSI: 0.606, Bearings B & H are a rigid surface. TPI Std: 2007 Max BC CSI: 0.594 Rep Factors Used: Yes Max Web CSI: 0.355 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 27 0 E - F 1479 -2125 WAVE VIEW Ver. 15.01,01.0402.19 1 B - C 1743 -2949 F - G 1489 -2345 C - D 1489 -2344 G - H 1742 -2950 D - E 1479 -2125 H -1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2560 -1394 M - L 2012 -996 P - O 2567 -1394 L - K 2557 -1426 O - N 2557 -1394 K - J 2567 -1426 N - M 2011 -964 J - H 2560 -1425 .v`E N"s `p` «� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-C 307 -18 M-F 264 -184 C - N 490 -622 F - L 486 -244 . D - N 485 -244 L - G 490 -622 ft D - M 265 -185 G - J 307 -20 E - M 194 -222 85 F Pr&ited ccples oitt doc�n si arm mtit cmnsir:',•sod--gFzdand zaaktd andkt�5'?1aII.a.�rdss[kntlaarc�tc:reiust be 4cN� c'ssarv�elafcrc�Yzc. xapfaz -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS "a' ext�eme cafe in fabricating h ndling, shipping, installing and bracing. , Refer to and fgllow the latest edition of ¢CSI Building nenf Safety nformaUon, b�r TPI ant7'S<CA) for safety practices pnor to perfomm�g these functions. Installe shall prgwde to pore �er BCSI UnleLss noted o herwise,top chord shall have properly attached structural sheathing and bottom e}iord shall have a properryly r!gid cei(ing. ovations shown for ermanent lateral restraint bf webs shall have brecing ms led per BCSI sections B3, 87 or 10, icabie. Appl palates to each face otPtruss and position as shown above and on the JoincDetails, unless noted otherwise. (tefer to is 160A-Z fo�standard plate positions. a division of ITW_Buildina Components Grouo Inc. shall not be resconsible for anv deviation from this drawine.anv failure to build the cfr� nnrnein uts ur Job Number: 136DCS107 Ply:1 SEQN: 7449441 T10 / HIPS 4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Ella "D" OL OW' Qty: 2 FROM: GM DRW: Truss Label: A4 Wgt: 215.6 Ibs .. / ... 03/30/17 7'10"9 + 26'8" { 31'97 + 39'8" 7'10"9 6'17 6'10" B'10" 5'1°7 7110"9 o5X8 1112X4 =5X8 D E F 1112X4 =3X4-3X6 =3X8 -= X6=3X4 IIIZX4 1' T8'13 5'3°3 1' 5'10" 5'10" 1' 5'3"3 T8"13 1' 7'8"13 13' 14 19'10" 25'8' 21- " 31'11°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# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.191 E 999 240 B 1660 1785 / 937 / - 1307 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.414 E 999 180 H 1661 1785 / 937 / - / - / 5.5 Risk Category:11 BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS EXP: C HORZ(TL): 0.164 J - - B Min B Width R 2.0 Des .00 Mean Height: 21.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Code 1 Misc Criteria Creep Factor.1.5 H Min Brg Width Req = 2.0 Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.651 Bearings B & H are a rigid surface. BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.554 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 01.479 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B • 27 0 E - F 1670 -2509 Wind Duration: 1.60 • WAVE VIEW Ver:15.01.01.0402.19 B - C 1759 -2972 F - G 1596 -2526 Lumber C - D 15M -2525 G - H 1758 -2973 D - E 1670 -2509 H -1 27 0 Value Set: 13B (Effective 61112013) Top chord 2x4 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l313" uses design values B - P 2577 -1406 M - L 2195 -1114 approved 1/30/2013 by ALSC P - O 2675 -1405 L - K 2195 -1114 O - N 2195 -1082 K - J 2575 -1437 Loading N - M 2195 -1082 J - H 2578 -1437 Truss passed check for 20 psf additional bottom " r chord live load in areas with 42"-high x 24%wide � . '�'++� Maximum Web Forces Per Ply (Ibs) clearance. • .a « Webs Tens.Comp. Webs Tens. Comp. Wind . -:No P - C 258 -20 M - F 434 -290 Member design based on both MWFRS and C&C. ' C - O 406 -477 F - K 492 -252 D - O 491 -252 K - G 405 -478 Z. D - M 435 -290 G - J 258 -22 `� � '.. E - M 356 -408 ,prtn¢ad ¢c�si¢, c�Nas tioc�n�t zra ast cansl�rq� sign¢p nd c¢zlad as+Qstrrs�rrc�zdtiiant�as3¢n cadcin�.t Yea u¢rifigd ars artyr,¢t¢rtrcr�, �5cios; "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regtuir ) extreme care in fabricating, handl'ng, sh'l�rp!ng, !ngtalling and brae ng. ; Refer to and follow tote latest edition of BCSI �Bu!Iding Componen fety Information, b TPI an SBCA; for sa ety practices prior to pe ormmg these functions Installers sha!I provide to porarrYy bracing er B SI. Unless noted o�herwise,top chord shall have properly attached structural sheathingg aand bottom chord shall have a pro My attache�n ld ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, om netltxxtc as applicable. Apply lates to each face of truss and position as shown above and on the Join i Details, unless noted otherwise. (tefer to 1'A.: drawings 160A-Z for s�andard ate positions. Alping, a division of ITW Bu!Idip ComponFnts GWyp Inc. shall not be reaponsi$le for anypniation from this drawing,anly failure to build the truss In conformance withANSIPI 1, or or han Itng shipping, installation an bracing o trusses A seal on this draw ng or cover pa e Ilsting this drawing, indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability and use of this r7iawing for any structure Is the responsibility of the t3uilding Designer per ANSIITPI 1 Sec.2. For more information see this lows general notes page and these web sites: ALPINE: www.el inettw.com• TPI: www. Into • SBCA: wwwsbtindustry.00rns ICC: www.iccsafe.org F Job Number: 136DCS107 Ply:1 SEQN: 744948 / T8 / HIPS 4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Elie "D" OL OW Qty 2 FROM: GM DRW: Truss Label: A5 Wgt: 212.8 Ibs / ... 03/30/17 7'10°8 11' 1TI" 21 i 228 2 28'8" 31'98 39'8" 8 6'1" 3'11° r1'8"1 5 11"4 + 3'1"8 7'10"8 , S5X8 =3X4 =3X6 1112X4 =6X6 D E F G H T 12 6 p 013X4C "-"3X4 Ni 0 rIn 4X6(A2)B J=-4 } A ri S R Q P O N M L 1112X4 =-3X4 =3X6 =3X4 =3X8 =3X6 =3X4 1112X4 7'8"12 33"4 3' 2'9"8 5'11"4 2'11"4 3' 3'3"4 T8"12 1� T8"12 11' 14' 169"8 22'8"12 25'8" 28'8" 31'11"4 39'8" A to in is X6(A2) K Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 W!nd Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection !n loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PF. NA Ce: NA VERT(LL): 0.187 G 999 240 B 1561 / 787 / 927 / - 1266 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.431 G 999 180 J 1561 / 787 / 927 / - /- / 5.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.158 L - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 21.00 ft Code / Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = 1.8 Soffit. 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 Bearings B & J are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist: h/2 to In TPI Std: 2007 Max BC CSI: 0,512 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.648 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0Y10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 1857 -2613 Wind Duration:1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1779 -2757 G - H 1857 -2613 Lumber C - 0 1708 -2432 H -1 1708 -2432 D - E 1849 -2600 I - J 1779 -2767 Value Set:13B (Effective 6/1/2013) E- F 1857-2613 J- K 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "136" uses design values approved 1/30/2013 by ALSC B - S 2384 -1422 O - N 2125 -1226 Wind S - R 2381 -1422 N - M 2125 -1226 Member design based on both MWFRS and C&C. ,. # R - Q 2125 -1195 M - L Q - P 2125 -1195 L - J 2382 -1453 2384 -1453 P-O 2617 -1518 Nb Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 231 -24 O - G 298 -330 p C- R 361 -407 0- H 668 -456 STATE OFD D - R 395 -284 H - M - P 667 -447 M -1 398 -285 361 -408 1e P- E 303 -334 I- L 229 -26 E-O 112 -109 �r3nbid tapi¢a a�tl3sa'a�ncnt arm tiRl ceeslda�r�p� stgna�ansi.tc;!cd apd aimt bevedflsd an'inydatfflWX t 61= "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, shigping, installing and bracing. , Refer to and follow t�a latest editi n of BCSI Building Componen Safety. Information, b TPI and SBCA) fors ty practices prior to performing these functions nstallers sharp �nde to pore errrey bracing per BCSI Unlirs noted o�herwise,top chord shawl have properly attached structural sheathing and bottom chord shy have a progeny attachetl rigid ceiling. orations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, d rr�rtrs,'#,r as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. Alping, a division of ITW Builddiqp Compon nt� Gr4up In . shall not be rep onsible for any deviation from this drawin ,an failure to build the truss m nforrn pce with ANSIIgfPI 1, or for hantllin a ippmg, mstallabon and bracing of trusses.A seal on this dr�awtYng or cover pa e listing the drawin , indicates acre lance of pro ass one engineerin responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSI/TP11 Sec.2. Job Number: 136DCS107 Ply: 1 SEQN: 744952 / T71 HIPS 4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Elie "D' OL OW Qty: 2 FROM: GM DRW: Truss Label: A6 Wgt 204.4 Ibs / .. 03/30/17 16'5" 19' 23'4"12 30'8' 35' 39'8° 4'4" 7'S" 27" 4'4"12 T3°4 4'4' 4'8' 0 v =4X( =5X8 =X4 =-3X6 1112X4 =5X8 D E F G H 6 p �2X4C (a) I z2X4 A2) B J =4) =3X4 =3X6 =3X4 X70 =X6 =-3X4 5' 2'1'8 T3"4 2'3 4 5' 9' 1 9' 14' 16'1" 23'4"12 25'8" 11 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfin PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph P't NA Ce: NA VERT(LL): 0.244 G 999 240 B 1561 1810 / 911 / - / 225 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.562 G 840 180 J 1561 / 810 / 911 / - /- / 5.5 BCDL: 10.00 Risk Category: it Snow Duration: NA HORZ(LL): 0.075 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP. C HORZ(TL): 0,173 L - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 20.50 ft Code / Misc Criteria Creep Factor 1.5 J Min Brg Width Req = 1.8 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.628 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.671 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.916 Maximum To Chord Forces Per P PI Ibs y ( ) Loc. from endwall: not in 9.00 ft FT/RT.20(0)/10(0) . Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 2179 -3171 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B - C 1877 -2828 G - H 2179 -3172 Lumber C - D 1749 -2610 H -1 1748 -2610 D - E 2166 -3152 I - J 1877 - 2829 Value Set:13B (Effective 6/112013) E-F 2179 -3171 J-K 27 0 Top chord 2x4 SP #1 Bat chord 2x4 3 #1 We Webs 2x4 SP #3 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC B - Q 2474 -1548 N - M 2297 -1356 Q - P 2298 -1325 M - L 2297 -1356 Bracing (a) Continuous lateral restraint equally spaced on $Q � P - O 2298 -1325 L - J O - N 3177 -1895 2475 -15W member. Or 1x4'T" reinforcement. 80%length of ea v web member. Same species & SRB grade or better, 8d Box Gun 0.113"x2.5",min. , Maximum Web Forces Per Ply (Ibs) attached with or nails 6« oo ( ) a Webs Tens.Comp. Webs Tens. Comp. Wind - C - Q 253 -199 G - N 350 -400 VPD a - Q 364 -118 N - H 1031 -6B4 Member design based on both MWFRS and C&C. D-0 1013 -669 H-L 367 -119 OF O - E 353 -405 L - I 254 -201 . E-N ' 93 -89 M "taduvlas *finedand=lid and 145:§n»s asstliari�4iwrcnai¢m��bd'�aerif4'�Em any,dpdtidra' zdpiau "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme qre in fabricating, handl'n , shi pin , ingtalling and bracing. , Refer to and follow the latest edition of BCSI Building Component S fety information, by TPI an7 SBCA; for saety �ractices poor to performing these functions. Installers�shall pro ide to poraryri riney bracing er BSI Unless noted o herwise,top chord shall have proper) attached structural sheathin and bottom c o shall�iave a pro e y attachedrigid ceiiinp. Locations shown for permanent lateral restraint �f webs shall have bracing ins�alled per BCSI sections B3, 67 or �10, as applicable. Apply lates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. (Refer to nmj:onenrs,uz drawings 160A-Z for s�andard plate positions. Alping, a division of ITW Buildin Componfnts GWpp Inc. shall not be responsible for any deviation from this drawing,aniy failure to build the truss in nfonnapoe with ANSII� PI 1, or or hen ling shipping, installation and bracin of trusses.A seal on this drawing or cover pa e listing thh s draw ng, Indicates acceptance of rofass and englneerino responsibility solely for the design shown. The suitability and use of this rawing for any structure is a responsibility of the uilding Designer per ANSI1TP11 Sec.2. T 1 Job Number: 136DCS107 Ply: 2 SEQN: 744961 / T22 / HIPS 4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Elie "D" OL OW Qiy: 1 FROM: GM DRW: Truss Label: A7 Wgt: 193.2 Ibs ! .. 03/30/17 T + T 13} 122 2'0"6 + 328"0 398" V 56706 6716710 917' 12 C--GY=3X4 1112X4=3X6 =3X4 =5X8 A D E F G H - =PPPPW P_ 1&wi ., Q P O—,, N M L­ K r, v 1112X4 =06 ==3X8 =H0308 1112X4 7'1"12 6'2"64 510" 5'10° �"L 6'2"6 + T1"12 �1� T1"12 13'4"2 1 ' 19'10" 25'8° 6' "14 32'6"4 39'8" Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) DetUCSI 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/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.406 E 999 240 B 3139 11572 ! - ! - / - / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.948 E 498 180 1 3139 / 1572 / - / - / - 15.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.096 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.223 K - - B Min Brg Width Req = 1.9 NCBCLL: 10.00 Mean Height: 20.00 ft Coded Mise Criteria Creep Factor. 1,5 ' I Min Brg Width Req = 1.9 TCDL: 4.2 psf Bearings B & I are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.891 g Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.767 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: No Max Web CSI: 0.618 Maximum Top Chord Forces Per Ply (Ibs ) Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 13 -11 F - G 2289 -4641 Wind Duration:1.60 WAVE, HS VIEW Ver:15.01.01.0402.19 B - C 1647 -3104 G - H 2O54 -4164 Lumber C - D 2054 -4164 H -1 1547 -3104 Value Set: 13B (Effective 6/1/2013) D - E 2289 -4641 I - J 13 11 E - F 2289 -4641 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved-1/30/2013 by ALSC B - Q 2736 -1352 N - M 4217 -2092 iQ - P 2749 -1354 M - L 4217 -2092 NailnoteFV P - O 4217 -2092 L - K 2748 -1354 Nail Schedule:0.128"x3", min. nails MA O - N 4217 -2092 K -1 2736 -1352 Top Chord: 1 Row @12.00" o.c. � e e e a a' � ip Bot Chord:1 Row @12.00" o.c. 4 e . - W, Maximum Web Forces Per PI Ibs Webs : i Row @ 4" o.c. �'IF ; Y ( ) Use equal spacing between rows and stagger nails �', a qw Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. - 1. C-Q 308 -49 N-G 489 -228 Loading - s *,' C-P 1621 -801 G-L 461 -648 #1 hip supports 7-0-0 jacks with no webs. P - D 461 -648 L - H 1621 - 801D - N 489 -228 K - H 308 -49 Left side jacks have 7-0-0 setback with 0-0-0 cant OF E - N 299 -348 and 1-0-0 overhang. End jacks have 7-0-0 setback` with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0� �. overhang. _ter. Wind ' Wind loads and reactions based on MWFRS. : 4ti 09 5A3$.l F bB'8$�B4 66 7F'±i$ 004'3 2E $5 Pia Pr�irpt$ cagiics dttht^. u�aryxnenf �srm nczttitmsiux^ �d .fgnelS arsd zaa4nd . .'uldttrrA-Szutherit3�Stsati cria3e.erimst 6u,urlNtd in any,el"stran2c, topiaw "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > regqwre e�reme cafe in fabricatingg, an I'n shippin ,installing and brac'ng: , Refer to and fgllow the latest edition of BCSI ((Building ; nent Safety Information, by TPl.anr7 BC ; foF safety �ractices pnor to perf'ormmg these functions Installs shrill provide terhporarriy triiey per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathin��nr3 bottom c�io shall hav a props y tl ngid ceifin .Locations shown for permanent lateral restraint of webs shall have racin ms I ed per BCS sections 63, �7 or 810, ', der netrlxrir icable. Apply lat s to ach fags, of truss and position as shown above and on the Joinf Details, unless noted otherwise. j2efer to _;:..: is 160A-Z for s�an�ard pate posdions. ' a division of ITW Buil inqcg�Compongnts Grorpup In4.,shall not be responsible for any deviation from this drawing,anv failure to build the conf nna ce with A Sltl PI 1, or for handlm slit pin ,installation and braan of trusses.A seal on thl drawrrrg or cover pa e this c�raw�n�, Inds 9 tes acy �tance of �rogfess�onal o ineerirt� res 9nsgibllgity soplely for the desgn shown. The suitability ;e of this rawin for an s cture is a res nslbill of the uildln Desi ner er ANSIlTPI 1 Sec.2. Inf......eNn.. ee.. N.le i..lb ..n.......1 ....,m ......e n...! IA..ee..•e4. ..N..... AI DII.I=. ........ nl..inn"........... Tpl. ....,... 1..1...., ...... CDI.A. ....,.....Mi..A..M........... 1!.l.. ......i i........l....... Job Number: 136DCS107 Ply: 2 SEQN: 7449651 T141 HIPS 4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Elie "D" OL` dw Qty 1 FROM: GM DRW: Truss Label: A7A Wgt:193.2 Ibs / ... 03/30/17 T + 13'7"10 19'10° + 21' 26'0"6 32'8" 39'8" i T 67"10 8'2"6 12 5'0°6 67°10 T =3X4 1112X4=3X6 =3X4 =5X8 12 C= D E F G H 6 p — T =4X AA2) B 1=4X16(A2) Q P 0— N M L— K :: 1112X4 =4X6 --3X8 =H0308 1112X4 676 �"1 T T1 12 + 34 2:12 14'4 910" 25'8" 214 8'14 32 6°4 39'8? t1 Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 Des Ld: 37.00 EXP. C D Des d:: .00 Mean Height: 20.00 ft NCBTCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: NA GCp!: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nallnote Nall Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord:) Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Wind Wind loads and reactions based on MWFRS. a Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# PF. NA Ce: NA VERT(LL): 0.406 E 999 240 Lu: NA Cs: NA VERT(TL): 0.948 E 498 180 Snow Duration: NA HORZ(LL): 0.096 K - - HORZ(TL): 0.223 K - - Code / Misc Criteria Creep Factor 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.891 TPI Std: 2007 Max BC CSI: 0.767 Rep Factors Used: No Max Web CSI: 0.618 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE, HS VIEW Ver: 15.01.01.0402.19 NO' 00461 .StATE - OF 400i 5A 3& FF 56 FI:B013i3 7F 48 t)0 39.2E 85 FB c%iAidm bac bat+zelscaea�ica�r �gtad sad salad by tkac�ta,;tJlarttnaz; PEI,b4ylk p47387.}amLhadat�shawan abaval aigpSNAd aGiriantu`:iticn cads: vrmtcd,crpias of" dycwmtWo not cnnsldx od aped and s^ W - ,a,Pd•ttSa rAK:'xa.•than Arian wda nnut b¢;varAad cn angcia�itmr , Ii*p - ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 3139 /1572 I- I- 1- 15.5 1 3139 / 1572 / - / - / - / 5.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.9 1 Min Brg Width Req = 1.9 Bearings B & I are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 13 -11 F - G 2289 -4641 B - C 1547 -3104 G - H 2O54 -4164 C - D 2054 -4164 H -1 1547 -3104 D - E 2289 -4641 I - J 13 -11 E - F 2289 -4641 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Q 2736 -1352 N - M 4217 -2092 Q - P 2749 -1354 M - L 4217 -2092 P - O 4217 -2092 L - K 2748 -1354 O - N 4217 -2092 K -1 2736 -1352 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - Q 308 -49 N - G 489 -228 C - P 1621 -801 G - L 461 -648 P - D 461 -648 L - H 1621 -801 D - N 489 -228 K - H 308 -49 E - N 299 -348 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme cats in fyt ricatinq, han in shi ping, installing and bracing. Refer to nd follow tre latest edition of ¢CSI Building f Safety In ormation, bl PI anr7 SBC ) f9OF sa ety practices poor to performing these unctions nstailer� shall pro de to porarrvy BCSI., Un ess noted o henroise,top chord shhall have proper)Yy�attached structu I sheathing and bottarr� chord shall Ave a pro eFly aaid ceilingG. Locations shown for permanent lateral restraint bf webs shall have bracing msfalled per BCSI sections 3, B7 or �10, le._ Apply plates to Bach face_ of truss and position as shown above and on the Join[Details, unless noted otherwise. j2efer to any failure to build the „or clohe suitability atrey, ' omJranenrxrce Job Number. 136DCS107 Ply:1 SEQN: 7178241 T2 / GABL 4EJB 2807-Elle 'D"OL OW /DR Horton /4EJB 2807-Elie "D' OL OW Qty: 1 FROM: AH DRW. Truss Label: B1 Wgt 130.2 Ibs / .. 03/30/17 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 " 10'4' 10'4" — Z4" —+ 1'4" (T1'P) i =4X4 i 20'8° Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C 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 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ P - NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / M!sc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT.20(0Y10(0) Plate Type(s): WAVE 20'8" 20W DefI1CS1 Criteria PP Deflection in loc Udefl L/# VERT(LL): -0.001 J 999 240 VERT(TL): -0.001 J 999 180 HORZ(LL): 0.003 M - - HORZ(TL): 0.003 M Creep Factor: 1.5 Max TC CSI: 0.108 Max BC CSI: 0,031 Max Web CSI: 0.087 Mfg Specified Camber: VIEW Ver: 16.01.01.0402.20 46015A 38 FF 5B 81,80 8B, 48 t),0 49:2E 86 F6 i4�u iErrn ir5$baars alacavaniaxUpsd aad sd �WvdbymamaeIWrnaax, pi la, tk, i47=21 an the dam sh6aFn atxiva'*ngaSNPKs .. arit4anticitlwvsa3¢. . r78nted ampics mfrt#eEr umunt are riot censld and dradand sm W �dtt� aputhant�tiaas rmfad"vst bn Uarirticil cn aicy clactrmrcx e#riam: ♦ Maximum Reactions (Ibs), or *=PLF Loc R / U / Rw / Rh / RL / W P* 81 / 37 139 / - III 1248 Wind reactions based on MWFRS B Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 1-1 292 -21 B-C 82 -91 J-K 241 -18 C-D 78 -35 K-L 190 -24 D-E 94 -24 L-M 142 -45 E-F 142 -22 M-N 94 -66 F-G 190 -20 N-O 52 -86 G-H 241 -18 O-P 6 -111 H-I 292 -21 P-Q 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AE 172 -104 X - W 190 0 AE-AD 180 -105 W - V 188 0 AD -AC 183 -106 V - U 187 0 AC -AB 185 -107 U - T 185 0 AB -AA 187 -107 T - S 183 0 AA- Z 189 -108 S - R 180 0 Z-Y 190 -108 R-P 172 0 Y-X 190 0 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C-AE 155 -87 W-J 188 -83 D -AD 94 -69 V - K 153 -73 E -AC 100 -74 U - L 100 -73 F-AB 100 -73 T-M 100 -74 G-AA 153 -73 S-N 94 -69 H-Z 188 -83 R-O 155 -87 I-X 0 -154 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extre�onP'ncafe in fayricatin�, handling shying, in@tailing and brang. , Refer to and fallow t�1e latest edition of ¢CSI Building nen 5 fety Infati, by TaSBCA) ioF sa ety pracbces poor to pe ormmg these functions. nstalle shall pr vide to porant per B SI. Unlnoted o herwise,top chord shall have properly attache structur she.t inga 0d bottom c o shalq have a pro�e y 0 ri id ceiling.vations shown for permanent lateral restraint of webs s all have racing ins led per BCS sections 83, B7 or 10, cab�e. Appgy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to �s 160A-Z for standard plate positions. a division of IT1N BuildinQComponr nts Group Ing. shall not be_responsible for any flev!ation from this dt4wing,any failure to build the €xney ' .ofil#172ttts Ire. any Job Number: 136DCS107 PIy:1 I SEQN: 717825 / T1 / COMN ' I 4EJI3 2807-Elle "D" OL OW /DR Horton 14EJB 2807-Ella "D" OL' OW Qty: 2 FROM: AH DRW: Truss Label: B2 Wgt: 98.0 Ibs / .. 03/30/17 6'4"8 14'3"8 20'8" 6'4"8 3'11"8 3'11"8 64"8 D=4X4 1112X4 =3X4 =3X8 1112X4 62"12 i 2'S"4 118" 4'174 6'2"12 1 1' 6'2"12 8'8" 10'4" 14'5"4 20'8" 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# LOG R / U / Rw / Rh / RL / W B 842 / 364 / 515 / - 1237 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.051 1 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.085 1 999 180 F 842 / 384 / 5'15 / - /- / 8.0 BCDL: 10:00 Risk Category: II Snow Duration: NA HORZ(LL): -0.019 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ TL) : 0.037 H - B Min B Width R = 1.5 Code /Mist Criteria NCBCLL: 10.00 Mean Height: 15.00 It Creep Factor. 1.5 F Min Brg Width Req = 9.5 Soffit: 2.00 TCDL: 4.psf BCDL: 5.0 Bldg Code: FBC 2014 RES Max TC CSI: OA37 Bearings B & F are a rigid surface. Load Duration:1.25 psi MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.299 Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 it Rep factors Used: Yes Max Web CSI: 0.295 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT.20(0Y10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCp!; 0.18 Plate Type(s): VIEW Ver.15.01.01.0402.20 A - B 27 0 D - E 970 -W8 Wind Duration:1.60 WAVE Lumber B - C 1147 -1283 E - F 1148 -,1283 C- D 970 -908 F- G 27 0 Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values B - K 1086 -837 1- H 1083 -853 approved 1/30/2013 by ALSC K-J 1083 -837 'H-F 1086 -853 Wind] J-I 1083 -837 Member design based on both MWFRS and C&C.wse Maximum Web Forces Per Ply (Ibs) 11 '*+ Webs Tens.Comp. Webs Tens. Comp. � K-C 221 -23 I-E 493 -415 6 0471'02-. '10 C -1 493 -415 E - H 221 -23 D - I 581 -569 f 10.10t STATE ; . Uj O.W. 4i):0151i 3&.FF 5(3 81' BO BB 7F 48 00.49:2E 85 FB iht&!tcmbaz ba¢� e§aaran§ca�y��acd and scalei§ Iry 7.Aanusl�Hlzrtfrei,` PE 15CLk iiC71871 en th° fiats shbrlikabsv¢uzBiig 93H?1'�I aeit§raritiaaiicsi ¢in1c.` . frMtadcaplaa oftt sdrtvneni`ar¢ndt 4ans(`i. t L+two and 1• 13d uhQ thaz�h>.8 aa:ifi¢satk-r33¢ri ctille met 6n a¢nt63d sn arv�clettrc�s2r, **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 sh!1pping, installing and bracing. Refer to and fgllow the latest e�ition of BCSI Building Corgponen Safety Information, by TPI an SBCA) t9Or sa ety practices prior to performing these functions. Installers s all provide to poraryl et#ey brac§n per BGSI. Unless noted o herwise,top chord shall have propedY attached structural sheathin and boltom chord shall have a proper y attach�d rigid ceilin Locations shown for permanent lateral restraint If webs shall have bracin msgalled per 6CSi sections B3, 87 or 810, dnr anrrrrs,'a,r as applice e. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. hefer to drawings 160A-Z for standard pate positions. Alpin", a division of ITW Build' Compon ribs G p In .,shall not be responsible for any deviation from this drawing,an failure to build the truss In ofgrmanf§ce vvt�h ANS�llgl PI 1, or for han�l�nppsillpppin ,ins IlaUon and bracing of trusses.A seal on this drawiyng or cover page listing this tlrawin Indicates acts lance of roiesslonal engneerin responsibility solely for the design shown. The suitability and use of this �iawing for any structure isle responsibility of the �ullding Designer per ANSI1TP11 Sec.2. Fnr mnm fnfnrmnfinn r this inh's nanamt nntas nano and theses —h aita At PIMP as 1n1nAf..m TPF ­tn1mt.nm- RRGA-- wun hr.1ndnstm_mm- ICC� wow 1c afe.nm d Job Number: 136DC8107 Ply-,1 SEQN: 7178261 T3 / COMN 4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Elie "D" OL OW Qty: 3 FROM: AH DRW: Truss Label: B3 Wgt: 95.2 Ibs / ... 03/30/17 20 t0 N 6'4"8 10'4" + 14'3"8 + 20'8" 6'4"8 3'11"8 3'11"8 64"8 6712 6'2"12 Loading Criteria (ps0 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 D Des Ld: 37.00 Des d:: Mean Height: 15.00 ft .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 GCp!: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/112013) Top chord'2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. D=4X4 N 3X4(A1) 1112X4 =3X4 =3X8 1112X4 2'5"4 1'8" 4'1"4 6'2"12 1111 10'4" 14'5"4 20'8" Snow Criteria (Pg,Pf In PSF) Defl/CSi Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL / W B 844 1385 / 515 / - / 223 / 8.0 Pf: NA Ce: NA VERT(LL): -0.051 H 999 240 Lu: NA Cs: NA VERT(TL): 0.085 H 999 180 F 780 / 348 / 448 /- /- / 8.0 Snow. Duration: NA HORZ(LL): -0.021 G - - Wind reactions based on MWFRS HORZ(TL): 0.037 G - - Creep Factor. 1.5 B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.474 Bearings B & F are a rigid surface. TPI Std: 2007 Max BC CSI: 0,303 Bearings B & F require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.313 FT/RT:20(0)/10(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver:15.01.01.0402.20 A- B ' 27 0 D - E 997 -912 B-C 1151 -1287 E-F 1212 -1295 WAVE C - D 974 -911 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1089 -908 H - G 1095 -910 J -1 1086 -908 ' G - F 1098 -911 1II 1- H 1086 -908 E Maximum Web Forces Per Ply Qbs) ae,s Webs Tens.Comp. Webs Tens. Comp. J - C 221 -23 C-H 495 -415 H - E 505 -426 E-G 223 -44 D-H 586 -602. 4900'42E 95 FS ",I F Zortrrsd« 1006iam ld�ed =aand w2ind . ailditxsSxtA,:��xvt'naritkaslt+is sniteeii¢sx bnaCrit3�d �a5 any zlanrcrcic tcpl"x: "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabrigting, handl`n ,shipping, ingtailing and bracing. ,Refer to and follow the latest edition of ¢CSI Building Component Safety Infonnabon, b TPI anr7 SBCA; for safety practices poor to performing these functions. Installs shall provide to pore 2trey bracin per BCSI Unless noted oherwise,top chord shall have properiY attached structure) sheathing and bottom cre}iord shall have a proper�y attach�d n id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, tv om� nz rs t,e as applicable. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alping, a division of ITW Buil innQCompon nts Group InG, shall not be responsible for any deviation from this drawinp,an failure to build the a�ss in nfonnance unth A�SIfTPI 1, odor hand!m shi m ,installation and brecin of trusses.A seal on this dgrawiYng'or cover pa e Ilsting thcls drawing, indicates acceptance ofrogfess{��naln englneerin� responsibility solely for the design shown. The suitability and use of this ddrawing for any structure is a responsibility of the uilding Designer per ANSIITPI I Sec.2. F., more W—flnn sew this Inh's --1 notes nana and these—h sit— ALPINF-—.alninritw.mmc TPI'—4.1nat— SRCA- wxnvshrJndustnr_nnm• irr, wnvw_imsafe_nm Job Number. 136DCS107 Ply:1 SEQN: 7449211 T18 / EJAC 4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Ella "D" OL'OW Qty: 23 FROM: GM DRW. Truss Label: EJ7 Wgt 23.8 Ibs / .. 03/30/17 C T3 I Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP. C Des Ld: 37.00 Des d:: D Mean Height: 20.00 ft .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCp!: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. r Snow Criteria (Pg,Pt in PSF) Doff/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(TL): NA Snow Duration: NA HORZ(LL): -0.022 D - HORZ(TL): 0.031 D - Code / Misc Criteria Creep Factor 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.533 TPI Std: 2007 Max BC CSI: 0.368 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): •, WAVE VIEW Ver 15.01.01.0402.19 SLATE: r Y=, �. 49AI 5A3S,FF 5B 8w1'.BO BB 7F'48 00 99 2E 85 FB %fsiEdtza baz ba.,ts a>�ctranica'6p a{�rvd and ,salad G} fknn+sal:rfe5rtiq" PEt&i,,.iie 987187);cx�thk Naha siw,tiitafTaa�etz�iiga5NA<"a • .. 'aiitticntiiatlancadc� 8reaitndc�iipz of th2s �asuanuni acm npf cAntfdxmd l�ne� and mmaxWd andtt�s �.A�:as:t3�antka�vz�r¢ridceii�t5cveNf�d cas Sivtclgnr�rcx tnciou. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 336 /155 /257 /- /211 /5.5 D 127 /26 /102 /- /- /1.5 C 171 1169 /85 /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -160 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 TTrusses reqquire extreme pre in fab� r'cafing, hhandl'n ,shipping, installing and bracing. , Refer to and follow the latest edition of BCSI ((Building Componen[ Safety Information, by TPI and SBCA; for safety practices prior to performing these functions Installers shall proYi'de terhporarY rrrrey bracing per BCSI. Un ess noted o herwise,top chord shall have properly attached strucidral sheathing and bottom c or shall have a proper y attachetl ri9g!d ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply gates to each face of truss and position as shown above and on the JoinpDetails, unless noted otherwise. (tefer to o rl ?n #lrs xtg drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildd'n Compon nts G up Inc,.shall not be responsible for any deviation from this drewing,any failure to build the truss in conf nna ce with ANS�II� PI 1, or for hanc�lin shippin ,installation and bracing of trusses.A seal on thi drawnng or cover page listing this c�raw�n ,indicates acts tance of rogfessional engineerin responsibility solely for the des�gn shown. The suitt+bllity and use of this �rawing for any s�trcture isle responsibility of the �uliding Designer per ANSI1TP11 Sec.2. Job Number. 136DCS107 Ply: 1 SEQN: 744923 / T5 / EJAC 4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Elie "D" OL OW Qty: 5 FROM: GM DRW: Truss Label: EJ7A Wot. 21.0 Ibs I ... 03/30/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration:1.25 Spacing: 24.0 " 2X4(A' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.25 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 PF NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mlsc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE 0 R [; Defl1CS1 Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.026 C - - HORZ(TL): 0.034 C - Creep Factor. 1.5 Max TC CSI: 0.543 Max BC CSI: 0.373 Max Web CSI: 0.000 Mfg Specified Camber, VIEW Ver: 15.01.01.0402.19 B ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 270 / 79 1185 /- 1148 / 5.5 C 128 / 23 / 105 / - / - / 1.5 B 174 / 132 / 88 / - / - / 1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 78 -161 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 40 015A 38 FF 5B 8160 BB 7F 48 0099.2E 85 ES tbii ltdm llas:bvvn ckttrwriraT}r sia^rvd Snd ,val¢d bg tdatw¢I:MartMa2, FEISL,.Ik.{dd736]}cn �e dalt+.sMwnabmva�xinga SHAM 6titi�¢ntititihnti54¢.. Fred agiiFz of ttis doc/nneat um not cvnileixad signed and zaaiad and t15!'Sw?ih-g'aact$antbticn ca8cmixt $nveNfi<d � a¢yrlec;tar5c, �'rrspias; "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, han%l'ng shipping, ingtalling and bra�ng. Refer to and follow the latest edition of (SCSI Building f S fety Information, byv TPI an SBC ;for sa shipping, practices pnor to pe orming these functions. Installs shall pro5nde to porarY B I Unli�ss noted dtherwise,top chord shall have properly attached structural shpathing �nd bottomord shall have a properly liid ceifing. cations shown for ennanent lateral restraint cf webs shall have racing ins led per BCS sections 63, 67 or 10, e. ADDIv Dlates to each face of truss and Dos!tion as shown above and on the Joini Details. unless noted otherwise. kafer to failure to build the rn*r The sP. bIIIty etne6t omf�nrtrrx-ar Job Number. 136DCS107 PIy.1 SEQN: 7449171 T15 / JACK I 4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Elie "D" OL OW City: 8 FROM: GM DRW: Truss Label: BJ5 Wgt:16.8 Ibs / ... 03/30/17 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 " T 1' 5' 5' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height:19.50 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwali: not in 4.50 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 61112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pr in PSF) Pg: NA Ct: NA CAT: N/ PF. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.010 D - - HORZ(TL):-0.012 D - - Creep Factor 1.5 Max TC CSI: 0.329 Max BC CSI: 0.182 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver. 15.01.01.0402.19 NO 0141102' !�TATE O ' us W" ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 263 1123 / 208 / - 1155 15.5 D 90 /17 /70 /- /- /1.5 C 119 1115 /58 /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -126 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 40 015A 3$.FF 5B 81;80 BB 7F 480.099 2E 85 FB ifii item iias boars aMaronlialirad and aeataD tryihanstsl'W,irtbar�- PF:(fL..tk,i6lii2)en*" data shori'isabnva,utAriB a SHAH atitfimttitinn cbslc� ffitntnd caplai bf tk3i dces ment`ara not rma 16Kad stpad and iaalad `�ndtha S�iT�:B: authanti:atien.tcdc nit bd.varif?^d m anyalac;rant, [ap(az: "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, handl'n99 shl ing, installing and bracing. Refer to and follow the latest edition of BCSI Building Componen Safety Information, by TPI an SBCA; for sa ety practices prior to performing these functions Installers shall proY de to pora rmey bracing per BCSI. Unless noted o�therwise,top chord shall have proper iY attached structural sheathing and bottom chord shall have a proper y attachetl rigid ceiling Locations shown for permanent lateral restraint cf webs shall have bracing mslalled per BCSI sections B3, B7 or B10, orr vnrrtts ;,r as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to drawings 160A-Z for standard plate positions. Alping, a division of ITW Builddin Compon nts G up In .,shall not be responsi le for any deviation from this drawing,an failure to build the ttruss rn conformance with ANSI/gl PI 1, oror handling scftipping, installation an bracin of trusses.A seal on this drawiYng or cover pa e listing this drawing Indicates acrep�ance of rofessponag engineering responsgibility solely for the design shown. The suitability and use of this 9iawIng for any sp cture is the responsibility of the 6uiiding Designer per ANSIfrPI 1 Sec.2. T Job Number: 136DCS107 Ply:1 I SEQN: 744915 / T16 / JACK ' I 4EJB 2807-Ella 'D" OL OW /DR Horton /4EJB 2807-Ella "D" OL OW Qty. 8 FROM: GM DRW: Truss Label: 13J3 Wat 12.6 Ibs / ... 03/30/17 u 12 6(% co O 2X4(A1) B M CV A D Loading Criteria (psf) Wind Criteria TCLL: 20.00 WindSW: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. C Des Ld: 37:00 Des d:: D Mean Height: 19.00 ft 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 Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. 3' 3' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W B 193 / 95 / 162 / - / 101 / 5.5 R. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 51 / 8 ' / 42 / - / - / 1.5 Snow Duration: NA HORZ(LL): -0.004 D - - C 64 162 / 28 / - / - / 1.5 HORZ(TL):-0.004 D - - Creep Factor 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.183 D Min Brg WidthReq = - TPI Std: 2007 Max BC CSI: 0.075 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. I VIEW Ver:15.01.01.0402.19 WAVE A-B 27 0 B-C 29 -110 o 7*0 e OF oil 5A38:FF 56 81 B0 8B 7'F'48'C PrbitadeWles of&1a£ ac==fwa not con6ldtrad stpad.and malad uld tt 5??�t iuthantalietf crii3o m�sr 5ri;ucritSed m aagcicttranu K4f=- 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 require extreme care in fabricating, handl'n ,shipping, installing and bracing. Refer to and follow the latest edition of BCSI Building Componen Safety Information, b TPI an SBCA; forsaiety practices poor to performing these functions. Installsr� sh II provide to pora a .7 bracing per BCSI Unless noted oherwise,top chord sf}all have properly att�ched structural sheathing and bottom ctlor�ghall have a pro&eryrly attached riggid cei(inq Locations shown for permanent aterel restraint of we s shall have bracing installed per BCSI sections 63, B7 or 10, as applicable. Apply lates to each face of truss and position as shown above and on the Joini Details, unless noted otherwise. (tefer to omtwifenrs t,c drawings 160A-Z for s�andard plate positions. Aiping, a division of ITW Build!, gComponQnts Group inG.,shall not be reppons!ble for any deviation from this drawing,anv failure to build the truss m canf nuance with ANSgfI PI 1, or for handling' shi ping, i ist@Ilabon and bracing of trusses A seal on this drawing or cover page listing this dravinng indicates acceptance of ro-feas�onal engineerin responsibility solely for the design shown. The suitability, and use of this g awing for any structure is �'fe responsibility of the �uilding Designer per ANSI1TP11 Sec.2. _. m...o fnrnrmaHnn — Hda L k% nanneal nnfea nano and fh--h eWa At Plhl=• wuiu, aI.in h- min• TPI• —Ml—f n CRr:A• evwu, "M,IndL f- -- Ir:r:• '— trr_anfn.nm Job Number. 136DCS107 Ply:1 SEQN: 744913 / T17 / JACK 4EJB 2807-Elle'D" OL OW/DR Horton /4EJB 2807-Elie "D' OL OW City: 8 FROM: GM DRW: Truss Label: BJ1 Wgt 11.2lbs .. / ... 03/30/17 4"3 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 Des Ld: 37.00 Mean Height:18.50 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpl: 0.18 Wind Duration: 1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and CRC. 12 6 [� C 2X4(A1) B n —F T Ce) O LO co 1' 1' 1' Snow Criteria (Pg,Pf in PSF) Defl1CSI 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(TL): NA Snow Duration: NA HORZ(LL): 0.001 D - - HORZ(TL): 0.001 D - - Code 1 Mlsc Criteria Creep Factor..1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.171 TPI Sid: 2007 Max BC CSI: 0.016 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver:15.01.01.0402.19 Nd 7-18! � � w A � 40 0i5A 3S.FF'5B.81 BO BB 7F'48 00,992E 85 FB' ihit:lEarnha: ' an(a iianiiz'Hr madind saatndtry.iAanualNiartUat, P�1;4;1k.t7,?l71g�)en tha SalesiwainabaVc�ig aSHA.i � ' siftircnt`xGtrdti ea3e: Pr£ntad ctplas of tt� docmnnni`am nGt Sansidarsd st�+cd andsealnd . and tsn'sta-i'xut$taritka;ien �nilr must 6d;Mari(k<d m any cicatranu. 'wP(as:• ♦ Maximum Reactions (ibs) Loc R /U /Rw /Rh /RL /W B 150 / 87 / 146 /- 149 15.5 D 11 /11 /19 /- /- /1.5 C -14 /29 /27 /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 .-19 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme pre in fabricating, hhandl'nA, shipping, installing and bracing. Refer to and follow the latest edition of BCSI ((Building f Safety Information, I TPI and Si for safety practices prior to performing these functions. Installers shall provide terhporaryri BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall ave a proge y aid pllin . Locations shown for permanent lateral restraint 8f webs shall have bracin msfalled per BCSI sections 3, B7 or 610, le._ Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. defer to a division of any failure to build the g or cover pa e, The sui bllity trXPft, omjronertts..ua Job Number. 136DCS107 I Ply:1 I SEQN: 744919 / T19 / HIP_ 4EJB 2807-Ella "D" OL OW /DR Horton 14EJB 2807-Elle "D" OL OW City. 4 FROM: GM DRW: Truss Label: CJ7 Wgt' 40.6 Ibs / ... 03/30/17 5'3"5 5'3"5 9'10"1 4'6"11 0 9'4"l 9'4"1 6" '1 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pl': NA Ce: NA VERT(LL): 0.039 F 999 240 B 326 / 199 / - / - / - / 7.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.059 F 999 180 E 365 / 120 / - / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL•): 0.011 F - - D 212 / 219 / - ! - / - / 1.5 � Des Ld: 37.00 EXP: C HORZ(TL): 0.017 F - - Wind reactions based on MWFRS II NCBCLL: 10.00 Mean Height:19.99 ft TCDL:4.2 sf p Code / Misc Criteria CreepFactor 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.412 E Min Brg Width Req = _ D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.611 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: No Max Web CSI: 0.283 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.15.01.01,0402.19 Lumber A - B 9 -8 C - D 78 -83 . Value Set:13B (Effective 6/1/2013) B - C 491 - 581 Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values B - F 550 -446 F - E 0 0 approved 1/30/2013 by ALSC Loading > Maximum Web Forces Per Ply (Ibs) g � � Webs Tens.Comp. Hi ack supports 6-11-8 setback jacks with no webs. atraar �► Wind �$+� Wind loads based on MWFRS. r e* and reactions s ., STATE OF 4tantcd ctplcs ortfdsdtKianent asm not t"nsfi a�signedands lid and tl n4&lwEiuti uRtkrSicrracderd tbu:acrif dtoavfclesirnKg `Copies: "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, hhandl'ng, shipping, installing and bracing. Refer to and follow the latest editlpn of ¢CSI Building Component S fe . In{ormation, byv TPI and SBCA; for sa ety practices prior to performing these functions. Installers shall provide to pora �t bracin per B SI Unless noted olherwise,top chord shall have properly aftache(i siructural sheathing and bottom chord shall have a propPuy attach�tl rigid ceiling. Locations shown for permanent lateral restraint of webs annal have bracing installed per BCSI sections B3, B7 or 810, laerttxi,r as applicable. Apply gates to ach face of truss and position as shown above and on the Joint Details, unless noted otherwise. (iefer to 1>'? drawings 160A-Z for s�andard pate positions. AlpinQ, a division of ITW Buildin Compon nts Group InGG. shall not be responsible for any deviation from this drawing,an failure to build the truss in conformannce with ANSI/�PI 1, oror handling' sfti ping, installation and bracmq of trusses.A sal on this drewtyng or cover pa e listing this drawing Indicates ac���arice of ro-fessional engineerin responsibility solely 1$or the design shown. The suitability and use of this clawing for any structure is tie responsibility of the �ullding Designer per ANSIfiP11 Sec.2. Job Number: 136DCS107 Ply:1 SEQN: 744926 / T23 / VAL 4EJI3 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Elie "D" OL OW Qty: 1 FROM: GM DRW: Truss Label: V1 Wgt 29.4 Ibs / ... 03/30/17 4 2" 8'4" -' r 4,2" 4,2" 12 B=4X4 T 6� N A 3X4(D1)=3X4(D11) lLi D 1112X4 r 8 4" J 1 _ 4'2" 47 _1 r 47 8,4" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSI Criteria ♦ Maximum Reactions (Ibs), or•=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W A" 73 / 37 / 34 /- / 8 / 100.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.016 D 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.019 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.007 D - - A Min Brg Width Req = - Des Ld: 37.00 EXP' C Mean Height: 19.77 ft HORZ(TL): 0.008 D - - Bearing A is a rigid surface. NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor 1.5 Soffit: 2.00 BCDL: 6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.166 Maximum Top Chord Forces Per Ply (Ibs) Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.140 Chords Tens.Comp. Chords Tens. Comp. A - B 221 -212 B - C 221 -212 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used:,Yes Max Web CSI: 0.122 Loc. from endwali: not in 4.50 it FT/RT:20(0)110(0) Mfg Specked Camber: GCpt: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A - D 269 -163 D - C 269 -163 Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs Tens.Comp. Webs 2x4 SP #3 Lumber value set "l3B" uses design values B - D 411 -336 approved 1/30/2013 by ALSC Windy�11�11�p Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. " '0712- s" 9m4 lot' fat' wry. yAti r.,a6i . 'OF. gg�$ 40 015A j& FF 5B 8iBO BB 7F 48'00.462E SS PS 4hii:iid(n,tia3 barn alrtti•�larir•�gnd and :salsEby I.Yaisiscl;Martinez, P (£t.,;.ifC: dS7182} cn tha c+ate itw"A bans zsiiig aSHA:7 ' . :'zuttzentintfazi ea:le: Pr�tnN ccglpx of tY&z docvneni asondt conz(dczad :r$ncib and ta�tvd ...d tt.&ik-2 t:thrs,tl:atiriti rndgm�t6ti veri(:cd on any "lertrcrzix, ' e6p(ax' "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme cafe in fabricating, hand('nq sh'p.ng, in stalling and bracing. Refer to and follow the latest edition of BCSI Building Componen Safety Information, by TPI an c7 SI f9Or sa ety practices poor to performing these functions. Installers shall provide to porary rrneti bracinger BCSI Lint ss noted olherMse,to chord shall have pmper attached sttructur�1 sheathin and bottom chord shall have a pro any attachr�riggld calf . el ocations shown for permanent lateral restraint �f webs shall have racing installed per BCSI sections B3, B7 or 910, om nears ur (Refer as appticab�e. Apply Agates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. to �' _ 160A-Z for drawings standard plate positions. Alpine, a division of ITW Build.rl Components Gaup Int�•shali not be responsible for any deviation from This drawing,aniy failure to build the truss m roof f I wtth AfVS1/gfPl 1, or ar han Iina s 1ppin ,Installation and bracing of trusses.A sea on this draw ng or cover pa e listing this tlrawin indicates ac��ptance of ro-fessionat englneerin responsibility solely for the design shown. The suitability and use of this �ra.Ing for any structure is iPfie responsibility of the �uilding Designer per ANSI/TPI 1 Sec.2. For more frdormaflon see this ob's enerel notes a and these web sites: ALPINE: www.al Ineilw.com• TPI: www. insto • SBCA: www.sbGndus tom; ICC: vnvw.Izxsafa.o Job Number. 136DCS107 Ply.1 SEQN: 744928 / T21 / VAL 4EJB 2807-Elle'D" OL OW /DR Horton 14EJB 2807-Ella "D" OL OW Qty: 1 FROM: GM DRW: Truss Label: V2 Wgt:16.8 Ibs / .. 03/30/17 1'11 "8 3'11" 1'11 "8 1111118 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 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.32 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 12 6 B=3X4 A 3X4(D1) =3X4(DC 3'11" _i Snow Criteria (Pg,PF In PSF) Pg: NA Ct: NA CAT. N1 Pf NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mlsc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT.20(0)/10(0) Plate Type(s): WAVE 3'11" 3'11" Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): -0.006 999 240 VERT(TL): 0.007 999 180 HORZ(LL):0.002 - - HORZ(TL):-0.003 - Creep Factor 1.5 Max TC CSI: 0.062 Max BC CSI: 0,069 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver:15.01.01.0402.19 NO ID47f62 s -8TATE OF :* 4q 015A38.FF'58 81 B0 8B>7F48 04 99,2€ I Printadccplzs of thds don Wfarc not c""sidorod dred_md S"!Iad andeha ,n�8"antuo&rtmio mtut ha yedf�4 M 4nidciira� zoalow ♦ Maximum Reactions (Ibs), or *=PLF Loc R /U /Rw /Rh /RL /W A' 70 /29 /31 /- /6 /47.0 Wind reactions based on MWFRS A Min Brg Width Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 202 -162 B - C 202 -162 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 158 -160 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses regtuire extreme ca�e in fabricating, handl'ng shi�ping, installing and bracing. Refer to and fgllow t�te latest edition of SCSI Building mponen Safety Informs on, byv TPI anc7 SBCAj foF sa ety practices poor to performing these functions nstalle shall pro de to porarY bracin per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottomord �hall�iave a properly mrey, attach�d ri_q id cei(in Locations shown for permanent lateral restraint of webs shall have bracing installed pQr BCS sections 83, 87 or 810, as applicable. Apply plates to each face, of truss and posftion as shown above and on the Join Details, unless noted otherwise. 12efer to omjrr�ttrx az drawings 160A-Z for standard plate positrons. Alping, a division of ITVy Bulp%d1qQComponQnts Grrooup InGG. shall not be repponsible for any deviation from this drawing,aw failure to build the truss rn conformance wrtli AN51lTPI 1, or for hanUlingg ippinl, installation and bracing of trusses A seal on this drawing or cover pa listing this dra a , Indicates acre lance of pro ss one englneerin responsibility solely for the design shown. The su'Zility and use of this Srawing for any structure is the responsibility of the �ullding Designer per ANSIfTPI 1 Sec.2. Job Number. 136DCS107 Ply:1 SEQN: 622764 / T47 / SPEC 4EJB 2807-Ella "D" OL OW/DR Horton /4EJB 2807-Ella "D" OL OW Qty: 5 FROM: AH DRW: Truss Label: 4C1 Wgt: 25.2 Ibs .. / ... 03/30/17 T 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 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 it Loc, from endwall: Any GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. ral 5'8tt8 518118 43 T 7"4 i n Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W PF. NA Ce: NA VERT(LL): -0.023 E 999 240 B 293 1126 / 217 / - / 101 18.0 Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 D 215 1114 / 138 /- /- / 1.7 Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS HORZ(TL): 0.012 E - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 1.5 D Min Brg Width Req = 1.7 Bldg Code: FBC 2014 RES Max TC CSI: 0.374 Bearings B & D are a rigid surface. TPI Sid: 2007 Max BC CSI: 0.209 Bearing B requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.321 FT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE I VIEWVer.16.01.01B.061420 A-B 19 0 B-C 50 -130 Ptfniq�Ccopl"s oftf�s dccrsnant aro ncf wniidcxnd vP3nei� and'tmat�d and eFrriSitn�-87ut}iatttltati�iicosiainictkA Vifrifed in any'�1ct2rmr;Y, 'uibias`2 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING l as shown above and on Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - E 89 -176 Maximum Web Forces Per Ply (Ibs) I Webs Tens.Comp. Webs Tens. Comp. D-E 102 -36 C-D 1338 -641 INSTALLERS ow Te latest edition of BCSI Building ns nstalle s II rovide to porary end bottort� c�iogUall have a pro arty led per BCS sections B3, B7 or 10, s, unless noted otherwise. k fer to ris drawing,an failure to build the on thi d wiYr or cover pa ie 0MIgnsown. The suilgility, Da ', ,� rr 11 tJh�t1%,tits At any Job Number. 136DCS107 PIy:1 SEQN: 622766 / T30 / GAB L 4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Ella "D" OL OW City: 1 FROM: DJH [DRW: Truss Label: 4C2 Wgt: 28.0 Ibs �j / ... 03/30/17 r 3' 4,4" + 5'10"4 1"'12 3' 1'4" 1'6"4 L 12 �{ 4 D C ,n m iv T =2X4(A1)B I N �A 1F H G 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 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 it Loc. from endwall: Any GCp!: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. i 6' 14 1' 16"4 5'10"4 1 2 Snow Criteria (Pg,Pf In PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs), or "=PLF Po: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.002 H 999 240 B" 85 140 / 61 1- / 17 Lu: NA Cs: NA VERT(TL): 0.003 H 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.002 E - - B Min Brg Width Req = - HORZ(TL):-0.003 E Bearing B is a rigid surface. Code / Misc Criteria Creep Factor 1.5 172.0 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 Maximum Top Chord Forces Per Ply pbs) TPI Sid: 2007 Max BC CSI: 0.057 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.072 A - B 19 0 C - D 6 -114 FT/RT:20(0)/l0(0) Mfg Specified Camber. B - C 14 -178 D - E 12 -40 Plate Type(s): WAVE i VIEW Ver 16.01.01B.0614.20 I Maximum Bot Chord Forces Per PI fibs' STAYE'OF -a d+rtntgdu�lex of tt�dar�wnsnt av na) canild�ard signed xndsag,�i8 aAdetm�rlt*B'sut3irultaztl0rt mt3ani�i Lovcr((isd'cs. anyc7exttin�, itSafoi:- "IMPORTANT" FURNISH THIS DRAWING TO ALL a division of y Chords Tens.Comp. Chords Tens. Comp. B - H 276 -25 G - F 289 -27 H - G 285 -26 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C-H 223 -115 E-F 112 -41 D - G 242 -79 THIS DRAWING! ,RS INCLUDING THE INSTALLERS icing. Refer to and follow the latest edition of BCSI (Building rforming these functions. Instater�nshall provide terhporarY I s aural sheathm and bottom c orcl shall have a prop 7y tali have bracing ms Iled per BCSI sections B3, B7 or 0, tnd on the Join Details, unless noted otherwise. kefer to otrpr�rlerirs�"xie any Job Number. 136DCS107 Ply.1 1 SEQN: 622751 / T24 / MONO 4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Ella "D" OL' OW Qty: 4 FROM: DJH DRW: Truss Label: 4C1A Wgt: 22.4 Ibs .. / ... 03/30/17 I Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00It Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. 418" r� Snow Criteria (Pg,Pf In PSF) DefI1CS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.099 C 201 240 B 224 186 / 165 /- / 101 / 8.0 Lu: NA Cs: NA VERT(TL): -0.119 C 167 180 E 297 / 141 / 185 / 0 / 0 / 8.0 Snow Duration: NA HORZ(LL): -0.034 C - - Wind reactions based on MWFRS HORZ(TL):-0.041 C - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 E Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.252 Bearings B & E are a rigid surface. TPI Std: 2007 Max BC CSI: OA64 Bearings B & E require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.188 FT/RT:20(0)/l0(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s):..., WAVE VIEW Ver.16.01.01B.061420 A-B 19 0 B-C 39 -87 No 0471 Prfirend teples of this drg�znani um not coniidcrad et�cd and.ccalnd �. anQ itsB�a� aznrHan�ticif ingdinisi iin�ubN(�d � anyalesgrsin�, icaiew;. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 12 -8 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. D-C 197 -125 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTrus cerequire extreme cafe in fabricatin , ha di'n ,shi pm , inetalling and bracing. , Refer to and fallow the latest edits n of SCSI rBuilding Component S fety In{ormatwn, b TPI an� SBGnA; fbr satPety {�racUces poor to performing these functions. Installer� sh I�provide terhpora �rN�y bracin er B�S�.• Unless noted oihetwise,top chord shall have propelf attached structural sheathing and botto chor�ehali have a prone�r y attachuSrig id ceiling Locations shown for permanent lateral restraint of webs shall have bracng installed per SCSI secLons 63, B7 or 810, as applicable. Apply ales to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to < ..om/a?Jetrts; uc drawings 160A-Z for sndard plate positions. Alpine, a division of ITVy Buildin Components Gropp Inc.,shall not be re onsible for any deviation from this d wing,any failure to build the Huss I nformance wdh A SII(PI 1por or ha dpl rm shi pm , instailaL�n and bracing of Vusses.A eat on th� dr wing or cover page • , and^use�of this^urawing fOr aoy structure the reSpP nsibil of the �uitding Des1g^erole'yoS�RPd1e Seu.shown. The suitabiilty C... --- Id- _ inn.1c i. 1...e..... ., AI PINE• wuw nlninaHw min• TPL• wunw Mirwf nm• RACAwunastu9ndusW.mmICCxnvw.krsafe.om Job Number. 136DCS107 Ply: 1 SEQN: 717829 / T32 / COMN 4EJB 2807-Elle 'D"OL OW /DR Horton 14EJB 2807-Ella "D' OL OW Qty: 1 FROM: GM DRW: Truss Label: 4L1 Wgt: 39.2 lbs .. / ... 03/30/17 fi 512" 512n 12 C=4X6 III ZA't i " 10, Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C 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 Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to grind 10'4" 57 I IN 512" 11 512" T 1, --. I 5t2n 10W Snow Criteria (Pg,Pf In PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.024 F 999 240 B 445 1211 /279 /- / 81 14.0 Lu: NA Cs: NA VERT(TL): 0.029 F 999 180 D 445 / 211 / 279 / - / - / 4.0 Snow Duration: NA HORZ(LL): -0.007 F - - Wind reactions based on MWFRS HORZ(TL): 0.009 F - - B Min Brg Width Req = 1.5 Code / Mist; Criteria Creep Factor 1.5 D Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.335 Bearings B & D are a rigid surface. TPI Sid: 2007 Max BC CSI: 0.225 Rep Factors Used: Yes Max Web CSI: 0.081 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 19 0 C - D 821 -658 WAVE i VIEW Ver.16.01.01.0402.20 B - C 820 -658 D - E 19 0 serer. Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. B - F 592 -629 F - D 592 -629' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 212 -46 g fi,t6dccpi"cirPttii]iaelxnentmanot c"tziidaaii tiledantl t *W' ariQ'CFsi's' �i.Miatitlolir!tioo�m itilxst isq.4odfrtd Cn An`yr]cttra[uC, 'c+iPlaii• "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r ulre extreme cafe In fabricatin , andl'n , shi pin , in tailing and bracing.. Refer to nd follow the latest eddition of PCSI ((Building Coniponeni S fety nformation, b TPI an� BCA� for sa>pe (rec>fces pn r to performing these functions. Installs sh II r Ids terhpora un. bracin er B�S! , l�nl s ngtad o henmsa,top chord shall h ve proper) attached s�ctu I sheathin nd bottom r or�sf�alf �ave a progaMy attach�c�ngid celfmqp. Locations shown for permanent lateral restraint �f webs shall haveracinginstai�ed per BCS sections B3, B7 or 10, as applicable. qppiy gat s to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to drawings 160A-Z for s�andeard plate positions. Alpine, a division of ITVy Btt'I i'q�LComponents Gr4ytp In .shell not be res onsible for any deviation from phis drawing,an failure to build the truss in nfor nannce with A�SUTPI 1, or for harroiinq sttiapmq, installation and bracing of Uusses.A salon this drawiYng or cover page listing thcts drawine,indicates acce lance of rofessiona7 engineenn responsibility solely f$or the design shown. The suitability and use of this drawing for any s�riicture is the responsibility of the �uilding Designer per ANSIfTP11 Sec.2. Fn mom Info .M. saw this Inh's hen 1 notes nane and theses w h .item At PINF- wwui.aininekw mm• TPL• wwrcWnaf nm- 'RCA- wunash qMd tev.mm• ICG wens 1---fe nm Job Number: 136DCS107 Ply:1 SEQN: 717830 / T31 / SPEC I 4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Ella "D" OL OW Qty: 1 FROM: GM DRW: 03/30/17 Truss Label: 4L2 Wgt: 39.2 Ibs / ... 17 fi Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 DesNCBd:: D Mean Height: 15.00 ft .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind 5' 5' 10'4" 5'4" " 10, 10'4" Snow Criteria (Pg,Pf In PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): -0.023 F 999 240 Lu: NA Cs: NA VERT(TL): 0.029 F 999 180 Snow Duration: NA HORZ(LL): -0.008 F - - HORZ(TL): 0.009 F - - Code 1 Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.336 TPI Sid: 2007 Max BC CSI: 0.225 Rep Factors Used: Yes Max Web CSI: 0.081 FT/RT:20(0)/l0(0) Mfg Specified Camber. Plate Type(s): . WAVE VIEW Ver.15.01.01.0402.20 itadtoplasbf&,ud0cmentFronot mv jdua9. nadanff.caakirt Fnd Sta�•.e"3hw3'ioASici7ti:'9ftwi affiio ht�i 5a;gewP;cd in zn}t cl2tttinc, eao!ai: ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 445 1207 /278 I- /80 /4.0 D 445 / 207 / 278 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = 1.5 Bearings B & D are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 19 0 C- D 794 -658 B-C 793 -658 D-E 19 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 592 -603 F - D 592 -603 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 212 -48 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requ�1re eTme tare in fab 'satin , handlt'n , shi pin , ingtailing and bracing. Refer to and follow the latest e(lition of CSI Building Co onenf Safe In onnation, b "�PI an� SBCA) for sa{'ety �racUces prior to performing these functions Installe sn II rov de to pora bracin per BCSI Un ess noted o henvise,top chord shall have progerlY attashed s�ructu I sheathing and bottom o �s pall h ve a props y a tta c h ri9 id cei(inpp Locations shown Tor permanent lateral restraint cf wetrs shall have bracin ms[alied per BCse ti ns B, B7 or f310, �t as. pplicable. Ap Ty lates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (refer to �°n?tt:f" drawings 160A-Z fgr s�andard plate positions. Alpine. a division of ITW Buildino Components Group Inc. shall not be responsible for anv deviation from this drawinn.anv failure to build the PI 1; or for h acceptance my structure i.gnor The suita�iility Job Number: 136DCS107 Ply:1 SEQN: 717842 / T20 / HIPS 4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Ella "D' OL OW Qty: 1 FROM: GM [DRW: Truss Label: 41_3 Wgt: 49.0 Ibs / ... 03/30/17 I _ 3' 7'4" 194" i 3' } 414" { 3' 4 p =4X4 C =AYA D I 33 15 =2X4(A A 31"12 3'1 "12 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. C 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 it Loc. from endwall: NA GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads -(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25) TC- From 55 pif at -1.00 to 55 pif at 0.00 TC- From 55 plf at 0.00 to 55 plf at 3.00 TC- From 61 pif at 3.00 to 61 pif at 7.33 TC- From 55 pif at 7.33 to 55 plf at 10.33 TC- From 55 plf at 10.33 to 55 pif at 11.33 BC- From 4 pif at -1.00 to 4 pif at 0.00 BC- From 20 pif at 0.00 to 20 plf at 3.00 BC- From 24 pif at 3.00 to 24 pif at 7.33 BC- From 20 plf at 7.33 to 20 pif at 10.33 BC- From 4 pif at 10.33 to 4 plf at 11.33 BC- 99 lb Conc. Load at 3.00, 7.33 Loading #1 hip supports 34)-0 jacks with no webs. Left side jacks have 3-0-0 setback with 0-2-0 cant and 1-0-0 overhang. End jacks have 3-0-0 setback with 0-2-0 cant and 1-M overhang. Right side jacks have 3-0-0 setback with 0-2-0 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind llrAIM 3'10"12 TOT JA4 3'3"8 10'4" E= 2X4(A1) ��.F Snow Criteria (Pg,Pf In PSF) Def11CSl Criteria ♦ Maximum Reactions (ibs) Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL PF. NA Ce: NA VERT(LL): 0.026 G 999 240 B .568 /278 /- /- /- Lu: NA Cs: NA VERT(TL): 0.058 G 999 180 E 568 / 278 / - /- / - Snow Duration: NA HORZ(LL): 0.008 G - - Wind reactions based on MWFRS HORZ(TL): 0.018 G B Min Brg Width Req = 1.5 Code i Misc Criteria Creep Factor 1.5 E Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.241 Bearings B & E are a rigid surface. TPI Sid: 2007 Max BC CSI: 0.260 rl /W 14.0 14.0 Rep Factors Used: No Max Web CSI: 0.059 Maximum Top Chord Forces Per Ply pbs) FT/RT:20(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 19 -14 D - E 510 -1120 WAVE VIEW Ver.15.01.01.0402.20 B-C 509-112B E-F 19 -14 C - D 46B -1088 Prasfsdco�lc isftknsdrat�.n•"nE.um wot cnnitd�r�i�signad and.caatzd and 4m'S5iR+8:a`g:dicn�adC+iimlo.+tiixstkgvcdt#iti i+rsangcletcorsie, eapiei<` Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1052 -470 G - E 1046 -471 H - G 1073 -469 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 151 0 G-D 156 0 C-G 15 0 -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS luiire a�(reme cafe in fab�satin , hhanddl'n , shi ping, in$talling and bracing. , Refer to and fgllow the latest edits n of SCSI Building Safety ln(ormation, b TPI an� SBCA; for salPety practices prior to performing these functions Installers sh roYide to pore BCS1 , nl�ss ogled o herwise,top chord shall have proper) attached sructur sheathmgth nd bott�rr� chor��f�ali Lrave a proper�y ceijm . ovations shown for�ermanent lateral resVaint �f webs shal have racinfq ms I�ed per SI sections t�3, B7 or 810, s '� :: ly plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. )Refer to am/rgtrcnrsic RnAJ Appfor s anrlar�i nlaYa nnsihnns _ a division of failure to build the nrspp aor egility Job Number. 136DCS107 Ply:1 I SEQN: 725460 / T6 / VAL - I 4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Ella "D" OL OW Qty: 1 FROM: AH DRW: Truss Label: 4MV1 Wgt: 18.2 Ibs I / ... 03/30/17 12 Q 5'3" 5'3" 4*4 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT. NA Pf: NA Ce: NA DefI1CS1 Criteria PP Deflection in loc Udefi U# VERT(LL): NA ♦ Maximum Reactions (Ibs), or.=PLF LOG R / U / Rw / Rh / RL / W D" 72 / 15 / 47 /- 17 / 63.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.010 C - - D Min Brg Width Req = - Des EXP: C HORZ L : 0.012 C - - �) BearingD is a rigid surface. Code / Mlsc Criteria .00 NCBCLL: 10.00 Mean Height: 15.00 It Creep Factar.l.5 Soffit: 2.00 4.2 psf BCDL: 5.psf Bldg Code: FBC 2014 RES Max TC CSI: 0.224 Maximum Top Chord Forces Per Ply (Ibs) Load Duration:1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.208 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.133 A - B 18 -54 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) 1 Wind Duration:1.60 WAVE 1 VIEW Ver.15.01.01.0402.20 Chords Tens Comp Lumber Value Set:13B (Effective 6/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. Pti+Bagaics ref th32 dix'nani`arm nni runsl>.-red vgnad snduuk�d . aitQ etta S-tA�B u�diantkaticrsritlm.in�atbn 4pd(���Ca atVJ,¢lcrtrci�c, A-C 106 -5 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 179 -117 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regtuire ext�eme q(e in fab�icatin�,tanl'n , shi�pin , installing and bracing. Refer to and fqllow the latest e�itipn of BCSI Building ; Corgponen Safety n onnatlon, b PI an BC for sa ety �ractices pn r to performing these functions. Installers s II r vide to pore nrriy brace per BCSI Un ess noted o herwise,top chord shall have properiY a� ached s�aural sheathin and bottom rho S pal have a grope y attachoU ri id cetf(ng Locations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI suo s 63, B7 or e f 0, as agplicab�e. Apply ptates to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to ,oJ77f9?3JCiftS�.€ii drawings 160A-Z for standard plate positions. Alpine, a division of ITW Bt�ildin Components Group Inc.,shpli not be responsible for any deviation from this drawing,an failure to build the ((r��ss in con f rma ce with ANSI1gfPl 1, or for handlin shl pin , in IlaUon and bracln of truss s A seal on this drawiYng or cover page listing this �raw�n�, Indicates acceptance of pro ass en neenng respgons�bdgity so a y for the design shown. The suitability and use of this rawin for an structure is a responsibi of the uiidin Designer per Fnr mnre infnrmatim man thin inh'm aeneml notes nacre and these web sites: ALPINE: W W W.alDineftw.com: TPI: www.tolnstom: SBCA: www.sbdndustrv.com: ICC: wwwkwafe.om Job Number. 136DCS107 Ply:1 SEQN: 725462 / T4 / VAL 4EJB 2807-Elie "D" OL OW /DR Horton /4EJB 2807-Elie "D" OL OW Qty: 1 FROM: GM DRW: Truss Label: 4MV2 Wgt: 14.0 Ibs / ... 03/30/17 12 4 1112X4 B A=3X4(D1 n r. 1112X4 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 D Des Ld: 37.00 Des d:: Mean Height: 15.00 ft .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCp!: 0.18 Wind Duration: 1.60 Lumber Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. i 2' 11 "4 m fg 2'11"4 al 2' 11 "4 Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefi U# P .. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.001 C - - HORZ(TL):-0.002 C - - Code / Miso Criteria Creep Factor 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.052 TPI Sid: 2007 Max BC CSI: 0.060 Rep Factors Used: Yes Max Web CSI: 0.036 F7/RT:20(0)/l0(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver. 15.01.01.0402.20 Pr#,itwdcc{�Ias trf Nasti�aneni ae oat cmcu3�xmi c�3nad and'rmakgd ?stQ�tta'as�ee:dcriffi�GM miitl+s�iriiai Ln'uaiif4d'm any'cica;remL, YOPIOU, ♦ Maximum Reactions (Ibs), or "=PLF Loc R / U / Rw / Rh / RL / W D" 75 112 / 44 /- / 6 / 35.2 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 13 -23 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 59 -3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C, 83 -60 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire e !d reme qfe in fa ricatin , an I'n , shi pin , Ingtalling and bracing. Refer to and fgllow the latest editign of ¢CSI Building tB�fygty in(onnaUon, by PI an� C ; for sa�ety �racUces poor to performing these functions. Installs shall pro Ids to porar� Unless ogled o herwlse,top chord shall have properi attached s�ructur�r sheathln��nd bottoord shalliave a pro�er y �cei(inqq. Locations shown for permanent lateral restraint �f weGs shall have racing ins ed per BAGS sections 3, B7 or 10, r e. Apply ptates to each face of truss and position es shown above and on the Joint Details, unless noted otherwise. {2efer to 60A-Z for standard plate positions. a division of any re to build the W."'sui apa Tire bility nosy omrxrnetrrsaar Job Number: 136DCS107 PIy:1 SEQN: 622755 / T34 / JACK 4EJB 2807-Eile "D" OL OW /DR Horton /4EJB 2807-Ella "D" OL OW City: 4 FROM: AH DRW: Truss Label: 413,11 Wgt:11.2 Ibs .. / ... 03/30/17 12 4 F7--- C 2X4(A1) B T r � A ti e— D Sri Loading Criteria (psQ Wind Criteria Snow Criteria (Pg,Pf In PSF) DefI/CSl 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 Pt. NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - Des Ld: 37.00 EXP• C HORZ(TL): 0.000 D - Code 1 Misc Criteria NCBCLL: 10.00 Mean Height 15.00 it TCDL: 4.2 par Creep Factor 1.5 Soffit: 2.00 BCDL: 5.0 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.179 Load Duration:1.25 MWFRS Parallel Dist D to h/2 TPI SW: 2007 Max BC CSI: 0.019 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0Y10(0) Mfg Specified Camber, GCpi: 0.18 Plate Type(s):,.. ; VIEW V., 16.01.01 B.0614.20 Wind Duration:1.60 WAVE Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind •-�svgssxez. §5tid3'sds�las erf tf� dixlsneni �vmPt cuna[i€ezmd s�gn¢d x,tl:resabd- aced tt�S::to:B;ae.•tiicntks8r¢asaio.rtiust ba u¢d(�:d m anryvrletiro�i; `¢6iite%' ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 140 1109 / 143 /- l 31 , 14.0 D 11 /11 /19 /- /- /1.5 C 0 /27 /28 /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 17 0 B-C 23 -10 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 reccl1u re a eme care in fab�sating, har�dI p shippin , installing and bracing. , Refer to and follow tjre latest Viti4n of ¢CSI �Bu!iding Coniponen[ � fety jonnation, b TPI an SBc A; for safety Or poor to performing these functions. Installe s it provide to pora n bracmg per BGSI., Unless noted oherwcse,top chord shall have proper) att thed s�ctu I sheathm nd bott orc�ghall have a pro rryly attached n 1d ceiimq. Locations shown for permanent lateral restraint �f we�s shall have racmg in a led per��GSI sections 63, B7 or 910, as applicab�a. Apply gat s to ash fac® of truss and position as shown above and on the Joint Details, unless noted otherwise, (tefer to Am)fnlltrrts;3ii drawings 160A-Z for stan�ard pgate positions. Alpine, a division of I' Buildi Components Gropp Inc.,shall not be responsible for any deviation from this drawin ,a failure to build the a�ss In ofQnnancs with ANS PI 1, or for handimq' sheppm , m IlaUon and bracln of trusses.A eal on this dgraw�ng or cover page listing this drawing indicates aece lance of rofessional englneerin responsibility solelyor the design shown. The su'ctabllity and use of this oia.Ing for any s�ructure is the responsibility of the �uiiding Designer per ANSIRPI I Sec.2. Cn..,. n.n inM.meffnn inn ehle nMne neon e 1 fhoee—h e11ne• Al PIMP uww 1n1n Hw min• TPI• — Minef n Riif:A• u,ww _chrincl, wl,v rnm• If:f:• wurvu Gr_enM nrn Job Number. 136DCS107 ply SEQN: 717837 / T35 / EJAC 4Fa16 2807-Ella "D" OL OW /DR Horton /4Fu18 2807-Ella "D" OL OW Qty: 4 FROM: GM DRW: Truss Label: 4EJ3 Wgt:12.6 lbs / ... 03/30/17 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 Des Ld: 37.00 D Des d:: Mean Height: 15.00 ft .00 NCBTCDL: 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 Value Set:13B (Effective 6/112013) Top chord 2x4 SIP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind 12 4 C Fi ' 3' 31 Snow Criteria (Pg,Pf In PSF) DefI1CSl Criteria Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl L/# PE NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.003 D HORZ(TL):-0.003 D - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.177 TPI SW: 2007 Max BC CSI: 0.069 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver.15.01.01.0402.20 H- to M 11 T ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 192 / 87 / 152 / - / 57 14.0 D 49 /6 /38 /- /- /1.5 C 61 /42 124 /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 19 -62 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 PE(iit�itd��.Jfd71&;IendBr@$3Wzh6WripbCVa =irlCn[KitrSil4C'j . Pi$ntadecples mf th3s domm�eni arP mot cmmsidrai6 ngns� snd.san{gd .'aridtt'sva.S.yealr�ffiaUr'ai.cnaisi.rYiisss�gaaNfaad;c�', nny etrx;rairi9r, "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T7russes require ex�eme care in faycatin , ha di shi pin , Installing and bracing. Refer to and follow fhe latest editi n of BCSI (Building Component Safety Information, b TPI Plan SBG�A; o� sa ety �ractces pnor to performing these functions Installer sh iI pr vide teihpora aricjr brawn per BCS(., Unless noted o�herwise,top chord shall have properly attached s�aural sheathing end bottom cShor�shal� hav a proper�y attachRU ngid oetlingg. Locations shown for permanent lateral restraint cf webs shall have bracin mstalled per SCSI sections 83, �7 or 610, as applicable. qp 7y lates to ach face of truss and position as shown above and on the JointgDetails, unless noted otherwise. 12efer to i'1N�"ttiJclrrS a e. drawings 160A-Z fgr s�andard pate positions. Alpine, a divisioninco', f ITVyr Bi�itddi'q Components Grolrp In .,shall not be red onsible for any deviation from this d win ,an failure to build the truss in con rtn,listin this �indicates acre tance of rot`ess�ona� en Ineenn responsibility solely or the des gn shown. Tie suitabdrty and useof thiaiming for any s{�ructure is the responsibilfty of the �uilding Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS107 I Ply:1 SEQN: 717840 / T36 / HIP_ , I 4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Ella "D" OL OW Qty: 2 FROM: GM DRW: Truss Label: 4CJ3 Wgt:15.4 Ibs I / ... 03/30/17 2.83 � C TC 2M(A1)B co ~ ti 3 A �I D j — 1'5" Loading Criteria (psi Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C 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 it Loc. from endwall: NA GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading The following trusses need concentrated loads at the end of their overhangs: 0-M span/setback member on the 0-1-8 cant side requires 17 Ibs and the 0-0-0 span/setback member on the 0-1-8 cant side requires 17 Ibs. Sub -fascia beam assumptions: 1-0-0 sub -fascia beam on the 0-1-8 cantilever side. 1-0-0 sub -fascia beam on the 0-1-8 cantilever side. Hipjack supports 2-11-8 setback jacks with 0-1-8 cantilever one face: 0-1-8 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind T"I 4'2"3 4'2" 3 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D - - HORZ(TL): 0.000 D - - Code / Misc Criteria Creep Factor 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.135 TPI Sid: 2007 Max BC CSI: 0.026 Rep Factors Used: No Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber. Plate Type(s): ,. VIEW Ver:15.01.01.0402.20 WAVE ttiintedempl¢x aftF�drxEzn¢"2 azg nat wrrxi�r¢d Fgn¢dand saa4?d :sndilri53:ai.i3iari�aL¢xr [alsinust &n u¢rit�d xu, any,¢Iettrmn�, ;tat�lasd� ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 127 178 /- 1- I- 15.7 D 20 /- /10 /- /- /1.5 C 51 139 1- 1- I- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 14 -9 B-C 12 -10 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 ulre a eme cafe in fab�cetin , handl'n , shi ping, Ingtailing and bracing. Refer to and follow tPe latest Viti n of ¢CSI Building Safety nfformation, b TPI an� SBCA; for sa>Pety practices pnor to pertorming these functions. nstallerSn s I� rowde to porar7� BCSInless noted o!{herwise,top chord shall have proper) attached sctural sheathing and bottom c or�gfiali have a props y aid Ceiling. Locations shown for permanent lateral restraint �f webs steal have bbracmg ins ed per SCSI sections 63, B7 or 10, ile. Apply p)ales to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. i2efer to 60A-Z for standard plate positions. vision of ITW Buildin Components Gropp Inc.,shall not be responsible for any deviation from this drawing,an failure to build the if$nna�ce wrANSI1�Pl 1, or for handlmgshi�pmg, installation and bracing of trusses A�ssal on this drawiYng or cover page draw ng, ind cates acceptance of pro ss ona7 engineering responsibility solely tar the design shown. The suntillity any Y rritiy .,Oril 11.tJlr�:. tit a Job Number. 136DCS107 Ply:1 SEQN: 681717 / T39 / SY42 4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Ella "D" OL OW City: 1 FROM: DJH DRW: Truss Label: FG1 Wgt: 46.2 Ibs / ... 03/30/17 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.00 Spacing: 24.0 " Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist; NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA F3 1 I-' I I� 113" �I III?AX6 =W(6 111? (6=S(6 111jX6 iamm ir�r_rira���rai _ .-a =3X6• Snow Criteria ft,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.019 C 999 360 H 1674 / - / - 1- / - / 6.0 Lu: NA Cs: NA VERT(TL): 0.030 C 999 240 F 754 / _ / _ /_ / _ /_ Snow Duration: NA HORZ(LL): 0.003 F - - H Min Brg Width Req = 1.3 HORZ(TL): 0.004 F - - F Min Brg Width Req = - Code / Misc Criteria Creep Factor 1.5 Bearing H is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: OA81 TPI Sid: 2007 Max BC CSI: 0.234 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.242 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber. A _ B 21 -1 C - D 0 -833 Plate Type(s): B- C 0- 833 D- E 0 -17 WAVE VIEW Ver.16.01.01B.0614.19 Lumber Value Set:13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) TC- From 50 pif at 0.13 to 50 pif at 4.17 BC- From 5 plf at 0.00 to 5 pif at 4.17 TC-1102 lb Cone. Load at 0.31, 2.31 Hangers / Ties (J) Hanger Support Required, by others i Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. r°r�ligdc¢pf¢s of tt3zdocl�¢ucsfavonnt casWd�4d s�tn¢d snd�cmaknd and et ,_1,-n: ,ai' c"flMW9++,am3a.+irst aLaorifcl?as anq rlcnreis3c, Z9rli¢Z,• Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. H- G 668 0 G- F 772 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-H 7 -1031 G-D 136 0 H-B 0 -934 D-F 0 -1023 B-G 364 0 F-E 82 0 C-G 4 -454 E-F 0 -128 `"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS tosses require exUeme qre in fab�satin , di'n shi pin , installing and bracing. Refer to and follow the latest editi n of BCSI Building ;1, i n)ponent Safetysn�onnation, b TPI an� G�A� foF sa{ety �ractices poor to performing these functions. installers shal� provide terhporarfr bracmp pqr BCSI, n ess noted o herwise,top chord shall have proper) attached structural sheathing and bottom chord shall �iave a pro�e y attached n Id ceding. Locations shown for permanent lateral restraint �f webs shall have brscin ins lied per BCSI sections 3, 67 or 0, attr ru3rarr irr as applicable. Apply plates to each face, o truss and position as shown above and on the Joinf Details, unless noted otherwise. liefer to f ?... drawings 160A-Z for standard plate positions. Alpine, a division of ITW B it i Components Gropp inc.,shpll not be responsible for any deviation from this d wing,a failure to build the truss in inf$rmage with �f�S�T� PI 1, or for hardlin% shipping, ins%ati and bracmA of trusses A seal on th�s draw or cover page listing this raw ng indicates aces pro essronaI eng nee ngg responsibility solely for the design shown. The suitability and use of this crowing for any structure Is the responsibility of the euliding Designer per ANSI1TPI 1 Sec.2. =nr morn (ninrmelinn eon )tile Inh'e nnnnrol nnfnc neon enA fl,ean u,ol. sties• 61 DIN=• '. elnlee n.,m• TOI• „ — In(ne1 nr,.. M1A- ,,. ., cMw ....,. --- 1— ­.....1-1— r l Job Number: 136DCS107 Ply.1 SEQN: 681706 / T41 / SY42 4EJB 2807-Elie "D" OL OW /DR Horton /4EJB 2807-Elle "D° OIL OW Oty: 1 FROM: JAH DRW: Truss Label: FT1 Wgt: 89.6 Ibs .. / ... 03/30/17 1'6"4-+-1'4" -- (TYP) W=3X4 A B C D E F G H I J K L M N Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA D Des d:: .00 Mean Height: NA ft TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " CSC Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set:138 (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l36" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes Webs are square out except dbi diagonals or as otherwise shown. Truss must be installed as shown with top chord up. M 167"8 16'T'8 Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF Pg: NA Ct. NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W PF. NA Ce: NA VERT(LL): 0.000 N 999 360 O. 108 1- / - I- 1- 1199 Lu: NA Cs: NA VERT(TL): 0.001 N 999 240 AB Min Brg Width Req = - Snow Duration: NA HORZ(LL): 0.001 N - - Bearing AB is a rigid surface. HORZ(TL): 0,002 B - - Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.094 Chords Tens.Comp. Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.021 A - B 0 -1 H -1 0 -1 Rep Factors Used: Yes Max Web CSI: 0.035 B - C 0 -1 1-1 0 -1 FT/RT:20(0)/10(0) Mfg Specified Camber. C - D 0 -1 J - K 0 -1 Plate Type(s):, a D- E 0 -1 K- L 0 -1 WAVE VIEW Ver.16.01.01B.0614.19 E-F 0 -1 L-M 0 -1 F-G 0 -1 M-N 0 -1 G-H 0 -1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AB -AA 1 0 U- T 1 0 AA-Z 1 0 T-S 1 0 ill Z-Y 1 0 S- R 1 0 �►� Y-X 1 0 R-Q 1 0 X-W 1 0 Q-P 1 0 +ty�devex»s® W- V 1 0 P- O 1 0 - Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AC -AD 0 -5 O-N 0 -10 w. '. A -AB 0 -63 N-O 0 -65 '+ ', 4 o' Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. ` ys� B-AA 0 -155 I-T 0 -133 AN C-Z 0 -12B J-S 0 -133 D-Y 0 -134 K-R 0 -134 28 4605:SA38FF5B81f3f).B67F48F-W 0 -133 M-P 0 -15500992E85Fii E-X 0 -133 L-Q 0 -155 !}itkitCmlres barn ekaranieagsdnndagd Smat9$ Oy'7)JaouslMartenes,� Printnds�les bf tip declsnrtnt sm notcmniidcrad sd'gned mid cmalgd and [ha €naS ie.Micrrb<.itiv'fi.¢ 3e�rn�ctbm.4`crificd in anycicurdrsY, 'ttiG(ai;.. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire a ems cafe in fa patio , a I' shi pin , ingtalling and bracing. , Refer to Ind follow the latest a iti n of (SCSI /(Building Corgponengt Safety�ormaUon, b PI an� BG� ;nfoF sa>pe (�recUces pncr to performing these unctions Installs siQ provide terhporer� brawn er BCS n ess noted o herwiae to chord shall h%ve roperiY a ched structurdl sheathing and bott9ro c o shall hive a roper rrrtey attach��rigid ceiling. Locations shown toF permanent lateral rests"int bf we shall have bracing installed per BGS�sections 63, B7 or, B10, as app[I e. Apply plates to each face o truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to ngr aJl�itrs i,c drawings 160A-Z for standard plate positions. Alpinq, a division of ITVy B 'I i Compon nts Gr yip In .,shell not be responsible for any deviation from this dr win ,an failure to build the truss in nfornapce with S� PI 1, or �or h telin� sf tigngq, installation and bracinp of Vusses A seal on th4s g9a hg or cover page listing the raw n indicates acceptance pro ass one engineerin responslbil!ty solely for the design shown. The suitability and use of this �i awing for any structure Is the responsibility of the �ullding Designer per ANSIrrPI 1 Sec.2. For more inform0on see this IoWs general notes page and these web sites: ALPINE: www.al ineltw.00m• TPI: www. into • SBCA: www.sbcindus .00m' ICC: www.I=afe.o Job Number. 136DCS107 Ply:1 SEQN: 681709 / T48 / SY42 4EJB 2807-Elle "D" OL OW /DR Horton /4EJB 2807-Elie "D" OL OW Qty: 12 FROM: JAH DRW: Truss Label: FT2 Wgt: 103.6 Ibs / ... 03/30/17 T5"8 } 9'5"8 } 1678 7,5"8 2' 77 3 5 i {� L!1 4 L I ,{ 2713 �i 2"1N �2"1 � i 1 �2— m 1� 2711 + - �L _! ° T -35 =2X4 =2X4 1 =3X4 =4X6 =4X4 =3X4 W=3X4 =4X4 =4X6 A B C D E F G H I J K L M �—AN =3X4 16'7"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct NA CAT: NA PP Deflection in loc Iddefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.194 F 995 360 V 900 / - / - / - /- / 7.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.314 F 617 240 N 915 / - I - 1- / - / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.034 B - - V Min Brg Width Req = 1.6 Des Ld: 55.00 EXP: NA HORZ(TL): 0.056 B - - N Min Brg Width Req = 1.3 NCBCLL: 10.00 Mean Height NA it Code / Misc Criteria Creep Factor 1.5 Bearings V & N are a rigid surface. Soffit: 0.00 TCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.567 Bearing V requires a seat plate. BCDL: NA psf TPI Std: 2007 Max BC CSI: 0.688 Load Spacing: 2.Duration:1.00 MWFRS Parallel Dist NA Maximum Top Chord Forces Per P Ibs Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.462 Ply ( ) Loc. from endwall: NA FT/RT:12(0U10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): A - B 1 0 G - H 0 -2908 Wind Duration: NA WAVE, HS VIEW Ver 16.01.018:0614.19 B - C 0 -1427 H - I 0 -2908 Lumber C- D 0 -2441 I- J 0- 2367 Value Set:13B (Effective 6/1/2013) D - E 0 -2441 J - K 0 -1437 E- F 0 -2909 K- L 0 -1437 Top chord 4x2 SP #1 F- G 0 -2917 L- M 3 0 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "136" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Camp. PlatingNotes, V- U 811 0 R- Q 2917 0 U- T 2021 0 Q- P 2711 0 14 All plates are 2X4 except as noted. #: T - S 2743 0 P - O 2008 0 "�eeoe S- R 2743 0 O- N 761 0 Additional Notes + 2x6 continuous strongback. See detail Maximum Web Forces Per Ply (Ibs) STRBRIBR1014 for bracing and bridging 1 # Webs Tens.Comp. Webs Tens. Comp. recommendations. Webs are square cut except dbl diagonals or as W - X 0 -2 G - Q 0 -296 otherwise shown. A - V 0 -39 Q -1 550 -36 MAI Truss must be installed as shown with top chord up. ' V - B 0 -1172 I - P 0 -508 `T OF ,' B- U 890 0 P- J 531 0 U-C 0 -857 J-O 0 -820 C - T 591 0 K - O 0 -87 ��. D-T 0 -89 O-L 970 0 4-1128 E- R 506 --63 N- M 0 -15 R-F 0 -272 M-N 0 -57 ?'r#ntkdr.�las tef ttds dan:enurii �m nat rortile,�vcQ agreed and smalgd aadttmssr+t� iutliaYttdptleiY itiuiratitnarkri varifiad rr� airy+r!¢ctrcr�, xsinlas: "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russesrequire extreme care in fab� '1satinct, hhandl'n , shl pin , in falling and brae ng. , Refer to and follow the latest additlqn of SCSI (Building mponenf Safetysniormation, by TPI and SBCAS for sa>Pe��yyrecces prior to perf*ormmg these functions. Installs sh II rowde tethporary Q bracin rter BCS nl�ss n fed oiherwise,to chord shall hfive roperlY aftashed s�ctural sheathing and bottom o �s pall have a propenY attach�d ri9 id ceifing. L.ca6ons shown for permanent lateral restraint cf webs shall have bracing installed per BC �se h ns 83, B7 or 810, 'A� gtrFs;eiz as appligble. qpply plates to each face of truss and position as shown above and on the JoinF Details, unless noted othervvise, 12efer to lt� . drawings 160A-Z for standard plate positions. 1,111 ping, a division of ITVJI Buil f'�pcLComilure to build the ssgcpnf$nna�tC. wtth At�SUTPI 1, or for han�l�ngf shi�pin�, Ins IlaUon and b an� of sses sal on thi gdtawing or verp ggty n thin ,indicates acceptance of pro ess ona en ineerin res ores bill sots) t�or the des n shown. Tie su to ill use of this �rewing for any structure is flte responsibility of the building Designer per ANSIITPI 1 Sec.2. For more Information see this IoWs eneral notes page and these web sites: ALPINE: www.alpineftw,00m;_TPI: www.tpinst.org; SBCA: www.sbdndustry.00m; IM www.lccsafe.oM Job Number. 136DCS107 4EJB 2807-Ella "D" OL OW /DR Horton 14EJB 2807-Elie "D" OL OW Truss Label: FT3 7'5"8 7'5"8 g � "� �711 { 2'3"13 —4 2 22� �1 11 Ply:1 SEQN: 681712 / T49 / SY42 Qty: 7 FROM: JAH DRW: Wgt:103.6lbs / ... 03/30/17 915"8 167"8 f 2' 7,2" 12 + 2711 � � 1" =3X4 =4X6 =4X4 =3X4 W=3X4 =4X4 =4X6 A B C D E F G H I J K L M as -2X4W =2X4X 3�8 V U T S R Q P O N =4X =4X6 =3X6 W=11-10308 =3X4 =3X4 =6X6 =4X6 =3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA it NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/l/2013) Top chord 4x2 SP #1 Bot chord 42 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 16'7"8 Snow, Criteria (Pg,Pf in PSF) Detl1CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.194 F 995 360 V 900 / 1- ! - 17.5 Lu: NA Cs: NA VERT(TL): 0.314 F 617 240 N 915 /- / - /- / - / - Snow Duration: NA HORZ(LL): 0.034 B - - V Min Brg Width Req = 1.5 HORZ(TL): 0.056 B - - N Min Brg Width Req = - Code / Misc Criteria Creep Factor 1.5 Bearing V is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.567 Bearing V requires a seat plate. TPI Std: 2007 Max BC CSI: 0.688 Rep Factors Used: Yes Max Web CSI: 0.462 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber. Chords Tens.Comp, Chords Tens. Comp. Plate Type(s):.. A- B 1 0 G- H 0 -2908 WAVE,HS VIEW Ver.16.01.01B.0614.19 B-C 0-1427 H-1 0 -2908 C-D 0 -2441 I-J 0 -2367 D-E 0-2441 J-K 0 -1437 E- F 0 -2909 K- L 0 -1437 F-G 0 -2917 L-M 3 0 Maximum Bot Chord Forces Per Ply (ibs) Chords Tens.Comp. Chords Tens. Comp. # V-U 811 0 R-Q 2917 0 �A rffi U- T 2021 0 Q- P 2711 0 2 S- R 2743 0 O- N 761 0 Maximum Web Forces Per Ply (Ibs) -• : Webs Tens.Comp. Webs Tens. Comp. W-X 0 -2 G-Q 0 -296 A 0 -39 Q-1 550 -36 V- B 0 -1172 I- P 0 -508 B-U 890 0 P-J 531 0 U - C 0 - 857 J - O 0 -820 . 590 K -80 * D - T -80 970 �g T-E 0 -424 L-N 0 -1128 „ E-R 5W -63 N-M 0 -15 R-F 0 -272 M-N 0 -57 R tadcc�(ile:nftt'�GLL"niQni'asamo}runififar¢darmeds"d"100' aet9.elinss�naiatrie�ncswticas a�fa �riiutLgknri(s3drsi anp e]ciirer�, zapf **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqwire extreme cafe in fabricatin , h�ay %dl!' , sh! pin , in talling and bracing. , Refer to and follow the latest edit! n of CSI Building Corgponenf revire ty Inf{ormation, b TPI an9 S9�A) for satpgi �recti�ces poor to performing these functions. installers sh I� pro de to pore bracin er B�S�j. Unless noted otherwise, op chord shall have proc l attachefl s�ructur�l shea�thiny nd bott�Z c� orc�ghall�ave a progj y attach6d rigid ceiling. ocations shown for permanent lateral restra nt �f we seal have racin ins led per S sections B3, B7 or 0, nr rt�rtrs ilk as applicable. Apply latees to each face o truss and position as shown above and on the Join Details, unless noted otherwise. kefer to" , drawings 160A-Z for s�andard plate positions. Alpine, a division of ITW Bt� !Idin Components Gropp In .shpil not be responsible for any deviation from this drawing,an failure to build the tto�ss in cpnt4rmance th ANSI/ PI 1, or for handling' snippin ,installation and bracing of Wsses.A seal on this dg7awiYr or cgver gag listing this rlrawln indicates acceptance of rofesstonal englneerin responsibility solely for the design shown. The suitaollity and use of this �rawing for any structure Is the responsibility of the �uiiding Designer per ANSIITPI 1 Sec.2. For more Information see this IoWs general notes pane and these web sites: ALPINE: www.al ineU.com• TPI: www.t inst.o - SBCA: www.sbdndus .00m• ICC: www.lcmfe.org t IJob Number. 136DCS107 Ply: 1 SEQN: 681715 / T50 / SY42 4EJB 2807-Elie "D' OL OW /DR Horton /4EJB 2807-Ella "D' OL OW Qty: 1 FROM: JAH DRW: Truss Label: FT4 Wgt: 89.6 Ibs / ... 03/30/17 �- 1'6"4-+-1'4" - { (TYP) W=3X4 A B C D E F G H I J K L M N Loading Criteria (psr) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set:13B (Effective 611/2013) Top chord 4x2 SP #1 Bot chord 42 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer, Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. a division of No W=3X4 167"8 16T8 Snow Criteria (Pg,Pf In PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT. NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W PF. NA Ce: NA VERT(LL): 0.000 N 999 360 O' 108 1- 1- I- /- 1199 Lu: NA Cs: NA VERT(TL): 0.001 N 999 240 AB Min Brg Width Req = - Snow Duration: NA HORZ(LL): 0.001 N - - Bearing AB is a rigid surface. HORZ(TL): 0.002 B - Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.094 Chords Tens.Comp. Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.021 A - B 0 -1 H -1 0 1 Rep Factors Used: Yes Max Web CSI: 0.035 B - C 0 -1 1-1 0 -1 FT/RT:20(0)/10(0) Mfg Specified Camber. C - D 0 -1 J - K 0 -1 Plate Type(s): D- E 0 -1 K- L 0 -1 WAVE VIEW Ver.16.01.01B.0614.19 E-F 0 -1 L-M 0 -1 F -G 0 -1 M-N 0 -1 G-H 0 -1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AB -AA 1 0 U- T 1 0 AA-Z 1 0 T-S 1 0 Z- Y 1 0 S- R 1 0 Y- X 1 0 R- Q 1 0 <.. X- W 1 0 Q- P 1 0 V - U 1 0 to Maximum Web Forces Per Ply (Ibs) # w Webs Tens.Comp. Webs Tens. Comp. AC -AD 0 -5 O-N 0 -10 *� A -AB 0 -63 N-O 0 -65 ;� < " Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C-AA 55 0 -1J S 0 -133 y D-Y 0 -134 K-R 0 -134 E-X 0 -133 L-Q 0 -128 4Q015A3&FF5B8180t3B7F48t}(1992E,i#5,f8. F-W 0 -133 M-P 0 -155 ihu,lErm6asba�n alaaronlrarsSivdzadxdafadtry �aanpnitASrtbtui� G-(J 0-133 PrLiFtt�Bcc�iiss o1'tt� dac�zn"nt arm mat canitierad s�nedxmd sma6id .sad KY�"5,te7Y87atiiczStkaLcit om3s"xrliast 6gocdfizd xrs �np,glritrumk, ;essp(au' "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS as lave Dracingg mstalleo per ]JI on the Join Details. unless failure to build the nor Tie suita9tllty CPit Dttt�s?i/CilrSr"tii Job Number. 136DCS107 Ply:1 SEQN: 622713 / T46 / SY42 4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Ella "D' OL OW Qty: 4 FROM: DJH DRW: Truss Label: FT5 Wgt: 131.6 Ibs / ... 03/30/17 1112X4 =2X4 A AA T 3'a =2X4AB 7B 3'a B 8'1"4 8'1"4 r1'2"12� 1112X4 1112X4 C D E F =5X8 W=3X4 10'1"4 + 19111"8 2' 9'10"4 =4X4 W=3X4 1112X4 =3X4 1112X4 G H I J K L fif14illIt4 1112X4 M N Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pt. NA Ce: NA VERT(LL): 0.369 G 632 360 Z 1084 / - I - I - /- 17.5 SCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.577 G 404 240 O 1098 /- /- /- /- /- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.050 B - - Z Min Brg Width Req = 1.5 ) Des Ld: 55.00 EXP: NA HORZ(TL : 0.079 B - - O Min Brg Width Req = - - Mean Height: NA ft Code / Misc Criteria Creep Factor.1.5 Bearing Z is a rigid surface. NCBCLL: . 00 00 TCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.939 Bearing Z requires a seat plate. Soffit: 0BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.734 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.553 Maximum Top Chord Forces Per Ply Qbs) Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. 1: NA GCp!: NA Plate Type(s):_ A - B 1 0 H -1 0 -4070 Wind Duration: NA WAVE VIEW Ver. 16.01.omm14.20 B - C 0 -1887 I - J 0 -3304 Lumber C- D 0 -3345 J- K 0 -3304 D- E 0 -3345 K- L 0 -3304 Value Set:13B (Effective 6/112013) E - F 0 -4443 L - M 0 -1894 Top chord 4x2 SP #1 F- G 0 -4457 M- N 3 0 Bot chord 4x2 SP #1 •G - H 0 -4456 Webs 4x2 SP #3 Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. 1l$t Plating Notes �IN � Z- Y 1057 0 T- S 4411 0 All plates are 4X6 except as noted. y Y - W 2712 0 S - R 0 0 A: yx° �s4X- W 0 0 S- Q 3812 0 SlyHangers / Ties " $ °a r W - V 3927 0 Q - P 270D 0 (J) Hanger Support Required, by others + 'A V - U 3935 0 P - O 1059 0 • ' ( t,. .« U-T 4457 0 Camber Max JT VERT DEFL: LL: 0.37" DL: 026". See detail Maximum Web Forces Per Ply (Ibs) DEFLCAMB1014 for camber recommendations. Webs Tens.Comp. Webs Tens. Comp. Additional Notes ` 4 t T:E OF AA -AB 0 -3 T- H 520 -259 + 2x6 continuous strongback. See detail �*��; •.� A - Z 0 -41 H - S 0 -543 relot, bracing and bridg!ng " � �� IQ* Z - B 0 -1471 S -1 391 0 B-Y 1155 0 1-0 0 -691 Webs are square cut except dbl diagonals or ash Y - C 0 -1147 K - Q 0 -70 otherwise shown. y C- W 860 0 Q- L 821 0 Truss must be installed as shown with top chord up. u RIAi. D - W 0 -10L - P -1120 46,015A38FE"588l60BB7F48;00992ES5FB W-E 0 -802 P-M 1161 0 ttisiEnmhac0acnckw.wirX"aagass�sdayMan+ml,artUas� E-U 877 0 M-O 0 -1477 se(sira7isi)t,admVrstawcalmym,ffitgasNA<i U-F 0 -309 O-N 0 -15 a„d3drxartm�£ G- T 136 -274 N- O 0 -44 Printbd uples of,Ydz doa�nant`zrm not co,rsid>sad sued and soal�d ;anArtas5'NN:E uafiaritkaUcseeadn.4iraf!lquarifssl rn srt% dleurmi�, eflpiazc' "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require a me care in fab�catin , hha dd1'n , shippin , in@talling and bracing. , Refer to and follow the latest e(iiti n of BCSI �Build!ng ; rev Safety n{onnatlon, b TPI an � SBG�A; for safety {�rachces prior to performing these functions Installe s rovlde to pora n; brads er BCS� less noted dtherwise,top chord shall have proper)y attached s�etural sheathingp and bottorrr�l c or�sf�all ha8ve a proppee`riy attacho�ri 1d ceiling. Locations shown for permanent lateral restraint bf webs shall have bracing instatied per BCS�sections B3, B7 or 810, �r -,Jrtrzrrrs as appl!cat5 e. Apply pates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to :17°., ; , , drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildd'qcLComponents Group Inc.,shpll not be responsible for any deviation from this drawinp,anv failure to build the 1niss in c4nf$rma�lce with ANSLUTPI 1, or for ha�ndlinVhIFpinlq, installatiop and b p cin� of trusses Y eal on this dPawing or cover p gg!1!ty Isting this raw n indicates acceptance ro ss one engineenn res ons bility sole) tsor the design shown. The su and use of this ��awing for any structure Is I e responsibil!ty of the �uilding Designer per ANSIITPI 1 Sec.2. For more information see thislob's general notes page and these web sites: ALPINE: wwwA ineitw.com• TPI: www.t into • SBCA: www.sbcindus .com• ICC: wwwkwafe.o Job Number. 136DCS107 Ply:1 1 SEQN: 681723 / T33 / SY42 ' I 4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Ella "D" OL OW Qty: 4 FROM: DJH DRW: Truss Label: FT6 Wgt: 144.2 Ibs / .. 03/30/17 1112X4 =2X4 A B =2X4AD se 1 s a 8'1"4 8'1"4 F 1'3"1! { [1'3"1� �2„1� 1112X4 =6X6 1112X6 C D E F G 10'1 "4 20'3"8 I 2' 10'2"4 17112 I �3"1_Lf_1 � W=3X4 1112X6=5X6 =3X4 1112X4 =5X6 1112X4 H I J K L M N O P AB =5X8 =vnv mwno =vnv W=3X4 20'3"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.362 H 655 360 AB 1102 /- I - 1- /- 17.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.566 H 419 240 Q 1116 /- I - / - ! - / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.051 Q - - AB Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.080 Q - - Q Min Brg Width Req = 1.3 Mean Height NA ft NCBCLL: 10.00 g Code / M!sc Criteria Creep Factor 1.5 Bearings AB & Q are a rigid surface. TCDL: NA psf Soffit: 0.00 BCDL: NA psf BldgCode: FBC 2014 RES Max TC CSI: 0.512 Bearing AB requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist NA TPI Std: 2007 Max BC CSI: 0.731 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.566 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT1RT:12(0)r10(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): A- B 1 0 1-1 0 0 Wind Duration: NA WAVE VIEW Ver.16.01.01B.0614.19 B - C 0 -1927 I - K 0 -4188 Lumber C-D 0-3413 K-L 0 -4188 D - F 0 -3413 L - M 0 -3380 Value Set 13B (Effective 6/1/2013) E-F 0 0 M-N 0 -3380 Top chord 4x2 SP #1 F - G 0 -4832 N - O 0 -1932 Bot chord 4x2 SP #1 G- H 0 -4851 O- P 3 0 Webs 4x2 SP #3 H -1 0 -4839 Lumber value set "13B" uses design values approved 113012013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes ss)�� " Chords Tens.Comp. Chords Tens. Comp. Al plates are 4X6 except as noted.'- ��,�. AB -AA 1077 0 V - U 4542 0 Camber ;,��►� as� AA-Y 2766 0 Z- Y 0 0 U-T U- S 0 0 3907 0 Max JT VERT DEFL: LL: 0.36" DL: 025". See detail + . ►' Y - X 4032 0 X-W 4033 0 S - R R-Q 2756 0 1078 0 DEFLCAMB1014for camber recommendations. t3 Additional Notes'MI. + 2x6 continuous strongback. See detail `► Maximum Web Forces Per Ply (Ibs) STRBRIBR1014 for bracing and bridging «.- + TA OF � , Webs Tens.Comp. Webs Tens. Comp. recommendations. Webs are square cut except dbl diagonals or as a, . '•„r �'" AC -AD 0 -3 'A -AB 0 -41 V -1 I - U 756 0 0 -500 otherwise shown. , -1 �0 Truss must be installed as shown with top chord up. g ffi p -AA 1182 AA- C 0 -1167 L - S M- S -716 0 -72 yl SAL# C-Y 879 0 S-N 849 0 4flXlSA38FF5681=B4B67P48�OU992E85FB� D-Y 0 -101 N-R 0 -1147 si is+Cea a ast axn's`fecaranityrrj ed agd sak i tyumwal kiziti�,a Y-F 0 -843 F - W 1165 0 R-O O - Q 1188 0 0 -1503 �'S(51.,.Ektt47187)'67tfia:�atcrshawiiakxi!F?i4'�iigaSHA:! . 0„u;artSiatim,mdc W-G 0 -538 Q-P 0 -15 H-V 0 -448 P-Q 0 -44 "detpiela,4 1%dac!s w ace netw fdaad dvg nand w2W. 'arid tftitdR:8as.1}ianibtitigagrritlarti,atdra 4`arif>ai{ic any+eiattrars'a:; **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require e e e cafe in fab�satin , hhanddl'n , shippin , ingtalling and bracing. , Refer to and followe latest e�itygn of BCSi (Building Cortiponent Safety�n ormation, b TPI an SBCA� for safety Oractices pnor to performing these functions nstaile s p vide tempora brecin er BCSI , Un noted o herwise,top chord shall have propel att shed s�ctu I sheathin nd bottom c o shal have a roe sown �f BCSsection63, 67 or �10y i iriiep; attachn id calmtocations for permanent lateral restraint we shall have�racmg Ins�a�led per as applicable. Ap �y lates to each face, of truss and position as shown above and on the Joins Details, unless noted otherwise. (Refer to �r�r1r ar ... , drawings 160A-Z fgr s�andard plate positions. any ral nt Job Number. 136DCS107 Ply:1 SEQN: 622715 / T27 / SY42 4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Elie "D" OL OW Qty: 2 FROM: DJH DRW: Truss Label: FT7 Wgt: 44.8 Ibs / ... 03/30/17 Loading Criteria (psf) TCLL: 40.00 TCDL:' 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.00 Spacing: 24.0 " Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA it TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpf: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/112013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/3012013 by ALSC Hangers / Ties (J) Hanger Support Required, by others Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. i' 1715 7_"{ F — 1715 --{ =jX8 =W14 =3� 8 T T =3EE X10 =3X10 i— 3'8"14 Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct- NA CAT, NA PP Deflection in [or. Udefi U# Loc R / U / Rw / Rh / RL / W Pf.. NA Ce: NA VERT(LL): 0.002 B 999 360 E 201 / - I - I- I - I - Lu: NA Cs: NA VERT(TL): 0.004 B 999 240 D 198 / - ! - /- / - / 4.0 Snow Duration: NA HORZ(LL): 0.000 D - - E Min Brg Width Req = - HORZ(TL): 0.001 D - - D Min Brg Width Req = 1.3 Code I Misc Criteria Creep Factor. 1.5 Bearing D is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.066 TPI Std: 2007 Max BC CSI: 0.146 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.030 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber. A - B 0 -19 B - C 0 -14 Plate Type(s): WAVE VIEW Ver.16.01.01B.061420 J1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. E - D 112 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. E-A 0 -65 B-D 0 -125 .,Ott Iij , E-A 0 -22 D-C 0 -24 1! x�� E-B 0 -116 C-D 0 -63 hAj A-E 0 -34 C-D 0 -21 A ar Pr6�ie3cc�{es oftiftdpc=_tamnofcxc 16rad dpedmdssulid anA it s3tn+a kutiigeitipti¢tr caiiarti�t5u,4Crit':z�im any¢Iettr nk' esinloK "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require a eme care in fabricating, ha dl'n , shi�fping, ingtalling and bra�ng. , Refer to and follow the latest e{iitipn of ¢CSI Building ; Component Saf tynfonnation, b TPI and SBG�A� for sa sty practices prior to pe ormmg these functions Installs sn II ro ids to porar braciP0 BCS�I Unless ogled oiherwisfe top chord shall have proper)Y attache structural sheathin an� bottom c ior�sl�all�ave a pro�e y attac ngid ceiling. Locations shown o� permanent lateral restraint bf webs s al have bracing ms Ile per BCS sections 83, B7 or 10, as applica e. Apply )ales to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to onrtn?errr i,z drawings 160A-Z for s�andard plate positions. - Alpine, a division of ITVy Buifd' Components G pp In .,shpil not be responsible for any deviation from this drawing,an failure to build the atn�ss inc;�ntonna ce with AN PI 1, or for ha p�finq' s�i pin ,installation and brecinq of trusses Neal on thi drawiyng or cover page listing this draw Indicates acceptance of proiessPona� engineering responsibility solely or the des gn shown. The suitability and use of this r7rawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number. 136DCS107 I Ply:1 SEQN: 6227171 T40 / SY42 4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Elie "D" OL OW Qty: 1 FROM: DJH DRW: Truss Label: FT8 Wgt: 39.2 Ibs / ... 03/30/17 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 $CLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA It TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCp!: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/112013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. f--1714 1714 -� =_�16 =3BX4 =3CX6 iiiipr iiii i 3'5"12 Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: NE PE NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:12(0)110(0) Plate Type(s): WAVE Def 1CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.002 B 999 360 VERT(TL): 0.003 B 999 240 HORZ(LL): 0.000 D - - HORZ(TL): 0.000 D - - Creep Factor 1.5 Max TC CSI: 0.068 Max BC CSI: 0.131 Max Web CSI: 0.028 Mfg Specified Camber. VIEW Ver.16.01.01B.0614.20 Px@rted ccp#es rAt}�c �'acRan�est uanot cnniidvallgnad and srasjud . ,and tt"yitA�yud�evirkaaign tu!3am�st ba hi`�Afcdcn �nycict4ror3c, rnofez.• ♦ Maximum Reactions (Ibs) Loc R /U !Rw /Rh /RL /W E 191 D 191/- E Min Brg Width Req = - D Min Brg Width Req = - Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 0 -10 B-C 0 -10 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. E-D 101 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-E 0 -28 B-D 0 -116 E-A 0 -77 C-D 0 -77 E-B 0 -116 D-C 0 -28 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme cafe in'abricatin , handlshippppin , in$talling and bracing. , Refer to and follow the latest edittt n of BCSI (Building f Safety Information, by TPI an� SBCA� for sa[e �ract#ces pnorato prfo�rr#mgaese fun Qoans Instaileshl_pr vide terhporV BCS ,Unless noted o herw#se,top chord shall h ve propert att the s�ctu b sheathm tal nd bottom o ti nal� have a pro by #d ce fin .Locations shown for permanent lateral restraint �f we s s all have racing ms led per BCS sec ons 63, 67 or 10, 1 Apply lat S. to each face of truss and position as shown above and on the Joinf Detafis, unless noted otherwise. )tefer to 6e0A for sland�ard plate positions. any failure to build the g or cover page Pn. The suitability iPftLy, . ,nrjxrt�rt/rssie Job Number. 136DCS107 Ply:1 SEQN: 6816971 T37 / SY42 4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Ella "D" OL•OW Qty: 3 FROM: DJH DRW: Truss Label: FT9 Wgt:107.8 Ibs .. / ... 03/30/17 5'10"4 5'10"4 { { — 2'6" } , 1'8"12 -- 1112X4 =4X4 =4X4 A B C D 7-10"4 7' 1"12 15'11"8 2' it 7'11"12 212 2±1'3"1 1 2,6„ 1,3" "I 1112X4 =3X4 1112X4 =4X4 1112X4 E F G H I J if i r. ti,1 if i �� i ii hhh� iiu T S R Q P _ m •rnv 1112X6 15"11"8 K=2X4 y'a V=2X4 38 L =4X4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def ICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.201 E 924 360 U 878 1- I - I - l- 14.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.319 E 582 240 L 864 / - / - / - / - / 7.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.025 L - - U Min Brg Width Req = 1.3 Des Ld: 55.00 EXP: NA HORZ(TL): 0.039 L - - L Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: NA ft Code / M!sc Criteria Creep Factor.1.5 Bearings U & L are a rigid surface. TCDL: NA psf. Bldg Code: FBC 2014 RES Max TC CSI: 0.561 Bearing L requires a seat plate. Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.584 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.402 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): A - B 3 0 F - G 0 -2399 Wind Duration: NA WAVE VIEW Ver. 16.01.01B.0614.19 B - C 0 -1435 G - H 0 -2399 Lumber C- D 0 -2414 H- I 0 -1439 D-E 0-2764 I-J 1 0 Value Set:13B (Effective 6/1/2013) E - F 0 -2758 Top chord 4x2 SP #1 Dot chord 4x2 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l3B" uses design values approved 1 /3012013 by ALSC U- T 833 0 P- O 2680 0 T- R 2016 0 O- N 0 0 Plating Notesj R- Q 2768 0 M- M 8334 0 All plates are 4X6 except as noted. elow" o+ �4, Q - P 2764 0 Additional Notesaw� °' �� iru'A�. + 2x6 continuous strongback. See detail s ' Maximum Web Forces Per Ply (Ibs) STRBRIBR1014 for bracing and bridging 1" N 04tl Webs Tens.Comp. Webs Tens. Comp.. recommendations. + • . Webs are square cut except dbl diagonals or as A - U 0 -59 F - O 0 -382 otherwise shown. +:: * r U- B 0 -1163 G- O 0 -84 Truss must be installed as shown with top chord up. B - T 836 0 O - H 510 0 T-C 0 -808 H-M 0 -813 s d C-R 613 0 M-I 843 0 't► °AL , R-D 0 -978 I-L 0 -1159 D-Q 650 0 J-L 0 -41 9 64 K-V 0 -3 P-F 37-1 Ab6decya12S of ft dmean"nt`,zro nctcon:fdcra'dsknodana:'�iMd sndiFox3stotc�A"riticitlr'.si:calatnistiaa vcrit;cdm any dlyttmrs�. �eoolai;� "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r ulre ereme care in fab�satin , handl'n , shi pin , installing and bra ng. ,Refer to and follow the latest e(iitl n of BCSI (Building Corgponen�t Safety Information, fv TPI ann SBCA; for sa ety {�ractices pnor to pe onnmg ese functions Installers snn s tide porary any, bracn per BCSI UnlQss noted oherwise top chord shall have proper)Y attached s�ructurdsheathinp any} bottom c�or�gfrall have a grope y attach�ci rigid ceding. Locations shown for permanent lateral restraint of webs shall have bracing mstalled per BCSI sections 83, B7 or 8 to ' s as applica e. Apply lates to each face o truss and position as shown above and on the Join Details, unless noted otherwise, i2efer to OPITJI7i7c1JrSYir, drawings 160A-Z for s�andard plate positions. Alpine, a division of ITVJI B 'I i Components Gropp In .,shpil not be responsible for; any deviation from this d wing,an failure to build the buss in confornapce vnth � Sil�Pl 1,orfor ha�ndplicg�e �P na7g' en tallation and bracing of trusses y eal on th� gdrawiyng or c ver p ge afndnusei of thisn�iawdiing for aacceptance y structure is the respons!bilf $iof the �uliding Designer per ANSIRPII Sec.2hown. Trie su lability For more Information see this lob's general notes page and these web sites: ALPINE: www.al ineftw.com• TPI: www. into • SBCA: www.sbdndus .com• [CC: www.locsafe.opq Job Number: 136DCS107 Ply:1 I SEQN: 622729 / T26 / SY42 4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Elie "D" OL OW Qty: 4 FROM: DJH DRW: Truss Label: FT10 Wgt: 100.8 Ibs I ... / ... 03/30/17 5'6"4 7'6"4 157"8 5'6"4 2' 8'1"4 {-1'3" 1112X4 1114X4 A B C D T 1 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA D Des d:: .00 Mean Height: NA It TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Hangers / Ties (J) Hanger Support Required, by others (J) Hanger Support Required, by others Camber Max JT VERT DEFL: LL: 0,24" DL: 0.19". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 1�� 1 712 1712 { 1 13^12 + 2,6^ --f T3^ -� 1112X4 =3X4 1112X4 =4X4 1112X4 E F G H i J T8 88 4A1u =JA4 =;SXb =4X4 15'7"8 Snow Criteria (Pg,Pf In PSF) Def 1CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W PE NA Ce: NA VERT(LL): 0.239 E 759 360 R 860 / - I - /_ /_ I - Lu: NA Cs: NA VERT(TL): 0.408 E 444 240 L 846 / - / - /- /- 17.5 Snow Duration: NA HORZ(LL): 0.028 L - - R Min Brg Width Req = - HORZ(TL): 0.043 L - - L Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor 1.5 Bearing L is a rigid surface. Bldg Code: FBC 2014 RES Max TC'CSI: 0.908 Bearing L requires a seat plate. TPI Std: 2007 Max BC CSI: 0.905 Rep Factors Used: Yes Max Web CSI: 0.389 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. Plate Type(s); A- B 3 0 F- G 0 -2326 WAVE VIEW Ver.16.01.01B.0614.20 B-C 0-1383 G-H 0 -2326 C-D 0 -2462 H-I 0 -1400 D-E 0 -2480 I-J 1 0 E - F 0 -2479 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R-Q 812 0 O-N 2529 0 9�111 Q- P 1968 0 N- M 1970 0 P- O 2480 0 M- L 813 0 z% Maximum Web Forces Per Ply Qbs) Webs Tens.Comp. Webs Tens. Comp. s' A-R 0 -58 F-N 0 -275 • R-B 0-1133 G-N 0 -75 '.` B- Q 794 0 N- H 485 0 Q-C 0 -814 H-M 0 -792 ,. .. C-P 812 0 M-1 816 0 STATE, 0 F�. ��'." P-D 0 -399 I-L 0 -1132 E-O 70 -164 J-L 0 -41 °��e`�xv O-F 292 -265 K-S 0 -3 Prbrnr3ccgtles of tt�.zdc�Fzrnant'um nvt cmuidY.rad �edand smafnd . and ih*a;HiT+1StlfantSC9tigYi rcilb�rtiuxt$a apri(�dtai any¢lat4(urs3c; 'tOPia?'s "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s r uire a7er sca a in fabj'Isatin , hhanddl' shi pnen�t Safenrtnatn,b�P1an�BCA�osPer BCSnssnoted o herwisetchord h�g!d ceif.Locations shown for permanent lateral restra"int cf webs shall have bracln mstaile� per SCSI se Uo s 63, B7 or B10y icable. AR Ty alates to each face of truss and position as shown above and on the Jolnf Details, unless noted otherwise. (tefer to ol¢l`rll. 11t? iir Is 160A-Z fgr standard plate positions. a division of ITW Bt�!Id'n Components Grppp Inc. shall not be responsible for any deviation from this drawing,an failure to build the thinf$rtna�rce witil ANStPI 1, or for hanoling�shipping, installation and bracln of trusses A seal on th! drawiyng or cover p ge s raw n Indicates acceptance of pro ssionel engineerin respons�bllity solely for the des gn sown. The su�tabllity ;e of this �rawing for any structure is lle responsibility of the �uilding Designer per ANSIITPI 1 Sec.2. Information see this lob's general notes page and these web sites: ALPINE: www.alr)lneftw.com; TPI: www.tpinstom; SBCA: www.sbdndusirv.00m: ICC: wwwkesafe.om Job Number. 136DCS107 Ply:1 SEQN: 622742 / T28 / SY42 4EJB 2807-Elie "D" OL OW /DR Horton /4EJB 2807-Elie "D" OL OW Qty: 1 FROM: DJH DRW: Truss Label: FG2 Wgt: 240.8 Ibs Page 1 of 2 / ... 03/30/17 8'1"4 10'1"4, 29'S"12 1.31'5°1�8 397° _ r 8'1"4 2' 19'4°8 2' T1112 j g °�i a g 3°�1 A 1XI i � 4 3 tl 3�.3• �gI' Mgr~ ty! �- Z4"8 "I�r�l �yf 3 �g t" ° '1 �?. 3; =06 =2X4 _4X4 =3X4 W=3X4 =4X4 =4X6 =5X6 1112X6 V114M =6X8 =8X10 —6X10 =4X6 =3X4 =3X4 =4X4 =2X4 =4X6 &yA B C D E F G H I J K L MN O PQ R ST U V W X Y Z AA 'SAC + =2X4 AY A AV AU AT AS AR AQ AP AO MAN AMAL AK AJ AI AH AG AF AE AD =4X4 =4X6 =3X6 =3X4 =4X4 =4X4 =_010 =4X10 =6X12 =6X10=5X6 =4X4 =3X4 =3X6 =3X6 =4X6 =4X4 W=3X4 W=3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/l/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 :W24 4x2 SP #1: Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac. 1.00/ Plate Dur.Fac.=1.00) TC- From 100 pif at 0.00 to 100 pif at 39.33 BC- From 10 pif at -0.13 to 10 plf at 39.46 TC- 754 lb Cone. Load at 23.69 Plating Notes All plates are 2X4 except as noted. Camber Max JT VERT DEFL: LL: 0.29" DL: 0.16". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 20'1'8 r 19'S'8 397° Snow Criteria (Pg,Pf in PSF) DeflICS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W PF. NA Ce: NA VERT(LL): 0.294 W 784 360 AW S39 / - / - / - / - 17.5 Lu: NA Cs: NA VERT(TL): 0.459 W 501 240 AN 3307 / - / - / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.049 AD - - AD 937 / - / - / - / - / 7.5 HORZ(TL): 0.076 AD - - AW Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 1.5 AN Min Brg Width Req = 1.3 Bldg Code: FBC 2014 RES Max TC CSI: 0.937 AD Min Brg Width Req = 1.5 TPI Sid: 2007 Max BC CSI: 0.851 Bearings AW, AN, & AD are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.740 Bearings AW & AD require a seat plate. FT/RT:12(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver.16.01.01B.0614.20 A-B 1 0 O-P 4482 0 B-C 0 -1384 P-Q 0 0 C- D 0 -2292 P- R 649 0 D-E 0 -2292 R-S 0 -1221 E- F 0 -2435 S- T 0 -2393 F- G 0 -2436 T- U 0 -2393 G-H 0 -2418 U-V 0 -3139 H-1 0 -1496 V-W 0 -3150 $ 1-1 0 -372 W-X 0 -3143 K- L 0 -372 Y- Z 0 -2698 We L- N 1877 0 Z -AA 0 -1589 M- N 0 0 AA -AB 1 0 N - O 4482 0 N N 7 w Maximum Bot Chord forces Per Ply (Ibs) . ` . �+ re Chords Tens.Comp. Chords Tens. Comp. zs. AW-AV 805 0 AM -AL 889 -119 -. TE, AV -AU 1944 0 AL -AK 889 -119 a s +# AU AT 2488 0 AK AJ 1923 0 AT-AS 2436 0 AJ-Al 1923 0 ,����®- AR-AQ 2049 0 AH-AG 3150 0 y j AQ-AP 987 0 AG-AF 3009 0 AP -AO 0 -759 AF-AE 2246 0 4f3 415A 3S t F 5B 81 BD BB 7F 48 00 99 2E $S; FB AO -AN 0 -2994 AE-AD 90B 0 AN -AM 0 -2368 Maximum Web Forces Per Ply (Ibs) rrs�cq{�:afdcntmm�tclQa.md�a, Webs Tens.Comp. Webs Tens. Comp. anditaswsair3{rs;atigeraic.inat8o;4clfedsnangslettrmn#c, AX-AY 0 -2 AN-P 0 -2870 taping.;, A -AW 0 -42 P -AM 2391 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tcusses require extreme care in fabncatin , ha dlin , shi ping, ingtailing and bracing. , Refer to and fgilow the latest e{liti n of ¢CSI Building Component S fety information, by TPI gnu SBG�A) for safety practices prior to performing these functions Installe sn l rovide to pora nPy, bracin er B SI , n ass noted o herwi top chord shall have proper)Y attached s�cturc�l sheathin nd bottp rc�horesfall h v a prog?r y ; attach6d nqid cei(ing.Locations shown for ennanent lateral restraint bf webs shall have bracing mstgalled per BmGSi sections B , �7 or 810, �ni�off�rl •R�r as applicable. Ap 7y lates to each face, of i russ and position as shown above and on the Jolnt Details, unless noted otherwise. (tefer to . . drawings 160A-Z fgr s�andard plate positions. Alpine, a division of ITW BI�I ip� Compontnts Grepp In�,shall not be responsible for any deviation from this drawin ,aniy failure to build the truss to of rma ce th A�.8 PI 1, or or han Iin , i pin , installation and bracin o trusses.A eal on this d w ng or TO p g andnusee of tthi �n�raaiviing for aacceptance y structure 8 > fie rreesp�onsibil!tygiof the �ulideing Designeroper ANSIRPI I Siec.2. own. Tsu ta�iility cnr,.",.a inrnrmaflnn sea this tab's general notes Me and these web sites: ALPINE: www.al ineftmoom• TPI: www. insLo • SBCA: www.ebdndu .00m ICC: www.kcsafe.o ... / ... 03130/17 Job Number: 136DCS107 Ply:1 SEQN: 622742 / T28 / SY42 4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Elie "D" OL OW Qty: 1 FROM: DJH DRW: Truss Label: FG2 Wgt: 240.8 Ibs Page 2 of 2 AW- B B -AV AV- C C -AU D -AU AU- E E -AT AT- F G -AS AS- H H -AQ AQ- I I -AP K -AP AP- L L -AO AO- N N -AN O -AN `PsSc,6dcoplss o1'tYLK ai,smen are nflt coe�sl�crads%igs�edznffxux4+d- yt�'dY�'�SFh.'fl'iL'iSt`¢nC6ABli� �CftllStfll;4pJIEL`G_ t85 �R f tlCi2(fl115C, t4A1ax:' 0 -1121 805 0 0 - 780 473 0 0 -76 0 -266 47 -72 16 -16 0 -348 594 0 0 -769 736 0 0 -1102 0 -66 1243 0 0 -1555 1554 0 0 -2019 74 0 AM- R 0 -2257 R-AL 0 -50 R -AK 811 0 AK-S 0 -976 S -Al 655 0 Al- U 0 -639 U AH 398 0 AH- V 0 -223 W -AG 39 -133 AG-X 184 -6 X -AF 0 -423 Y-AF 0 -91 AF- Z 614 0 Z-AE 0 -914 AE-AA 948 0 AA -AD 0 -1264 AB -AD 0 -42 AC -AZ 0 -2 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re wire a eme care in fabricating, han%dn sh! pin , ingtalling and bracing. Refer to and follow the latest edition of BCSI Building Componenqq Safety nformation, by TPI and SBCA; for sa ety �ractices prior to performing these functions. Installers shall provide to pora rruy bracing per BCSI. nless noted citherwigestop chord shall have proper )y attached structural shpathing and bottom chord shall have a properly attached rigid celiinq. Locations shown for ermanent lateral restraint bf webs shall have bracing installed per BCSI sections 63, B7 or 810, '<t dry r air as applicable. Apply gates to each face of truss and position as shown above and on the Join[ Details, unless noted otherwise. kefer to drawings 160A-Z for s�andard plate positions. Alpino, a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawing,an failure to build the Miss in conformance & ANSI�I PI 1, or for handling shiFpin,lq, lnst�llation and bracing of trusses.A seal on this drawiYng or cover page listing this drawtn ind cates acceptance of profess ona eng neerin responsibility solely for the design shown. The suitability and use of this �rawing for any structure is the responsibility of the �uiiding Designer per ANSI/TPI 1 Sec.2. Job Number. 136DCS107 ply 1 SEQN, 622745 / T43 / SY42 4EJB 2807-Elie "D" OL OW /DR Horton /4EJB 2807-Elle "D" OL OW Oty: 2 FROM: DJH DRW: Truss Label: FT11 Wgt: 238.0 Ibs Page 1 of 2 / ... 03/30/17 ti n12X4 =2X4 AU 8 1 � =2X4 AV 8'1"4 10'1"4� 20712 2l V2"8 �g V9 a'3"19 29'5"12 97 2-7"4 -� P"„ I'- f-3"M 397 2' " T11"12 p!�3 A !1 �3"�2 I PI f 3"-'g I P!�; =3X4 W=3X4 =5X10 1112X4 W=3X4 1112X4 =2X4 1112X4 1112X4 1112X4 1112X4 =5X8 =5X6 1112X4 1112X4=3X4 =4X4 U12X4 C D E F G H 1 J KL M N O P 0 R S TU V W X Y Z,,, AS AR AQ AP AO AN AM AL n AK AJ At AH AG AF AE AD AC ' ' AB =3X6 =4X4 =4X4 =4X10 =5X8 =5X10 =4X10 =4X4 =3X6 =3X6 4X4 W=H0308 =5X8 W=3X4 Loading Criteria (psf) Wind Criteria TOLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA 1: NA GCp!: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/l/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Camber Max JT VERT DEFL: LL: 0.28" DL: 026". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square out except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 20'1"8 39'7" 19'5"8 Snow Criteria (Pg,Pf In PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W PE NA Ce: NA VERT(LL): 0.284 F 844 360 AT 972 ! - / - /- / - / 7.5 Lu: NA Cs: NA VERT(TL): 0.504 F 476 240 AK 2585 /- / - /- / - / 4.0 Snow Duration: NA HORZ(LL): 0.048 B - - AB 929 /- / - / - ! - / 7.5 HORZ(TL): 0.083 B - AT Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 1.5 AK Min Brg Width Req = 1.3 Bldg Code: FBC 2014 RES Max TC CSI: 0.990 AB Min Brg Width Req = 1.5 TPI Std: 2007 Max BC CSI: 0.933 Bearings AT, AK, & AB are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.767 Bearings AT & AB require a seat plate. FT/RT:12(0)110(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): WAVE, HS VIEW Ver.16.01.Chords Tens.Comp. Chords Tens. Comp. 018.0614.20 A-B 1 0 N-O 2141 0 B- C 0 -1664 O- P 1083 -1089 C- D 0 -2845 P- Q 1083 -1089 D- E 0 -2845 Q- R 527 -2314 E-F 0 -3401 R-S 0 -3083 F-G 0 -3410 S-T 0 -3095 G- H 0 -3401 T- U 0 -3089 H- I 175 -2766 U- V 0- 3089 I-J 666-1625 V-W 0 -2667 ! J - K 666 -1625 W - X 0 - 2667 #ee K-L 666 -1625 X-Y 0 -1573 ' a *+ L- M 1352 0 Y- Z 1 0 a . Maximum Bot Chord Forces Per Ply (Ibs) - Chords Tens.Comp, Chords Tens. Comp. "" e s' AT -AS 945 0 AK-AJ 0 - 3283 t AS -AR 2355 0 AJ-AI 233 -1453 STATE AR-AQ 3198 0 AI-AH 1838 -769 AQ-AP 3410 0 AH-AG 1838 -769 AP -AO 3181 0 AG-AF 2782 -273 " + 3181 AN AM -380 3095 AE-AD 0 AM-AL 820 -990 AD -AC 2223 0 AL AK 0 - 2286 AGAR 900 0 40019A83:F1=58 Si1008B,7F48 00 99.:2E 135 FB rt,u11famb,sb."ne Oran vaa la a;ui se y sna si r ireuo Maximum Web Forces Per Ply (lbs) �It<aana�)ciaaadstcsnawnstanvggism a.s Webs Tens.Comp. Webs Tens. Comp. zucnsr;rir�ira„ m3v° AU AV 0 -3 AK N 0 -994 Prtnniudeoplascttl&selas?ntaonQtc"mii�adsi�ne3znds�sd A -AT 0 -41 N-AJ 1612 0 and ets2'at <=z ii ri astssau a+m t a+t & ivar+( cd in a j'rlccira AT- B 0 -1316 AJ- O 0 -1566 egDinu B -AS 999 0 O -AI 1300 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTrussesrequire a erne pre in fab 'catin , h1andiin , shi pin , In stalling and bracing. , Refer to and follow the latest e(liti n of ¢CSI �Buildin CoMponenf Safety Information, by {IPI an� SBCA) for sa a �racUces prior to performing t ese functions Installs s all rovide to pora brae per BCS n{ ss noted oherwise,to chord shalreave ro eri att ched s�uctu sheathin nd botto cords all have a ro attac�iod ri Id ceifiini .I� options sown for oermanent lateral restrd nt �f wea s shall have bracintq in fled per B�S�sections B3, B7 or 0 as applicable. Apply mlates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ? f1'?/? 11 ;1A drawings 16OA-Z for standard plate positions. Intdi ping, a division of ITVy Buire to build the ssIn nf$rma�rce with AfSI/TPl 1, or for hat�lingshipprn, in IlaUon area braano trusses A sal on thdrawing or cover pangth�h raw n , in pnThe suftolillity use of this �raw!ng for any s�ructure Is lie responsibility of the �uliding Designer per ANSIfTPI 1 Sec.2. For mare Infortnafion see this ob's eneral notes a e and these web sites: ALPINE: www.al ire lw.com TPI: www. insto SBCA www.sbdndus .com• [CC: www.lmsafe.o Job Number. 136DCS107 4EJB 2807-Eile "D" OL OW /DR Horton /4EJB 2807-Elie "D° OL OW Truss Label: FT11 Ply: 1 SEQN: 622745 / T431 SY42 Qty: 2 FROM: DJH DRW: Wat: 238.0 Ibs I Pane 2 of 2 ... / ... 03/30/17 AS- C 0 - 962 C -AR 665 0 D -AR 0 - 97 AR- E 19 -480 E -AQ 500 - 263 AQ- F 79 -257 G-AP 0 -400 AP- H 810 0 H -AN 0 -696 AN-1 697 0 1-AM 0 -1058 J -AM 0 -69 AM- L 1199 0 L -AL 0 -1499 AL- M 15W 0 M -AK 0 -1647 AK- N 0 - 331 M Fainted cnples ofticitixiaeanersi axm not rma t xmd grgaA�d=dad 3atd slant»EemyYi�eTtt�aUc+tcdttis.r/i�sst&uHcrif�i z'ssnny'¢IeLtrceYn:. caPlaK "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > require a eme cafe in fabricatin , har�dl"nqq, shipping, installing and bracing. Refer to and fQilow the latest edits n of SCSI (Building Went Safetynformabon, byt TPI an� SBGnA; for safety practices poor to performing these functions. Installers shah provide terhporarY �ar BCSI nless noted o herwi�e,top chord shall have proper(vv attached structural sheathing �nd bottorrl chord shall have a properly n id ceiling. Logtlons shown or permaner]t lateral restraint bf webs shall have racing ins led per BCSI sections B3, B7 or 10, icab�e. Apply fates to each face of truss ana position as shown above and on the Joint Detafis, unless noted otherwise. �2efer to Is 160A-Z for s�andard plate positions. a division of ITW Bu!Idin Components Group Inc. shall not be res onsible for anyeviation fromis dr win ,nosy failure to build the conf$nna�ice with ANSI�I PI 1, or for handling( shi�pm�q, installation and bracrn o trusses A ea on th� dgraw ng or cover page this raw n� sods 9 tes a Y eptanc., of pro esp ona a ineerin� resp9ns�bigty sopieiy t$or the des�gn shown. The suitability re of this rawin for an structure is the res onsibfl of the ulldin Desi ner er ANSIffPI 1 Sec.2. P-AI 0 -72 Al- Q 0 -1143 Q -AG T75 0 AG- R 0 -798 R -AF 915 0 AF- S 0 -448 T-AE 128 -204 AE-V 385 -390 V-AD 73 -410 W -AD 1 -90 AD- X 603 0 X-AC 0 -903 AC- Y 937 0 Y -AB 0 -1253 Z-AB 0 -41 AA-AW 0 -3 nr�ncr►r� i�c Job Number. 136DCS107 Ply:1 SEQN: 681694 / T9 / SY42 4EJB 2807-Ella "D" OL OW /DR Horton 14EJB 2807-Elie "D' OL OW Qty. 1 FROM: JAH IDRW-. Truss Label: FT12 Wgt: 64.4 Ibs / ... 03/30/17 1712 �}- 1'4" -� (n'P) . T v 11 A B C D E F G H I 11'3"8 11'3"8 sa Sys Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1/CSl Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf.. NA Ce: NA VERT(LL): 0.000 1 999 360 K' 109 / - / - /- /- / 135 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.001 1 999 240 S Min Brg Width Req = - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.002 B - - Bearing S is a rigid surface. EXP: NA Des .00 Mean Height: NA ft HORZ L :-0.003 B ) NCBCL L: 10.00 TCDL: NA psf r. Code 1 Mlsc Criteria Creep Factor. Maximum Top Chord Forces Per Ply (Ibs) Soffit: 0.00 TCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.095 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 MWFRS Parallel Dist: NA TPI Sid: 2007 Max BC CSI: 0.021 A - B 1 -1 E - F 1 -1 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.035 B - C 1 -1 F - G 1 -1 Loc, from endwall: NA FT/RT:20(0j/10(0) Mfg Specified Camber. C - D 1 -1 G - H 1 -1 1: NA GCpI: NA Plate Type(s): D - E 1 -1 H -1 1 -1 Wind Duration: NA WAVE VIEW Ver. 16.01.018.0614.19 Lumber Maximum Bot Chord Forces Per Ply (Ibs) Value Set:13B (Effective 6/112013) Chords Tens.Comp. Chords Tens. Comp. Top chord 42 SP #1 S - R 1 -1 O - N 1 -1 Bot chord 4x2 SP #1 R - Q 1 -1 N - M 1 -1 Webs 4x2SP#3 Q-P 1 -1 M-L 1 -1 Lumber value set "1313" uses design values P - O 1 -1 L - K 1 -1 approved 1130/2013 by ALSC �� Maximum Web Forces Per Ply (Ibs) Bracing 4oil.1111111 � J MAq Webs Tens.Comp. Webs Tens. Comp. Sheathing1s required for any longitudinal(drag) q ( 9) forces. All connections to be designed by the building , �� - ��� � **�„� �� . A - S 0 -83 J - T 0 I-K 0 -3 designer.$�,�_+�,�. -65 Fasten rated sheathing to one face of this frame. Forces Per Ply ., Maximum Gable (Ibs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 2X4 except as noted.' w , B-R 0 -155 F-N 0 -135 Additional NotesD ° C-Q 0 -128 G-M 0 - P 0 -135 H - L 0 -128 -155 Webs are square cut except dbl diagonals or as otherwise shown. 4l +��'• 1 �a �: E - O 0 -133 Truss must be installed as shown with top chord up.e$,"y� Aa616ac es 64tv3 efgs.-nnrttaremvj cunsldsedsued md.caaknd 'iid tt z'stA�cEsudiamt�sttcar.mi3o tnisi bu variftas.aic't'cletirgr�. ;eaoiaxt". READ AND FOLLOW ALL NOTES ON THIS DRAWING! . THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS fa. handiino. shiooina. installina and bracino. Refer to and follow the latest edition of astralnt or wens snag nave Drawn mstaueo per rs, as shown above and on the Join Details, unless TNI T, or for n acts tance any structure ral notes page anc build the a surtauiility rrney `onr non�nrs eie Job Number. 136DCS107 Ply. 3 SECiN: 681719 / T52 /MONO 4EJB 2807-Eile "D" OL OW /DR Horton /4EJB 2807-E!le "D' OL OW City: 1 FROM: DJH DRW: Truss Label: FTG1 Wgt: 98.0 Ibs / ... 03/30/17 2'8"12 5'8"8 7-10"4 10'4"5 1210"11 15'6"8 1611"8 2'8"12 211"12 2'1"12 1 2'6"1 2'6"5 2713 5" =4X10 =4X6 1112X4 =3X4 =4X10 A 1112X4 B C D E F =3X10G �— =3X10 M L K J I=4X10 H =4X6 • 1113X4 =3X4 =4X10 1113X4 2'8"12 2'8"8 2-1 "12 275 27"13 2'6"5 ,& 3' 1 "12 5' 10"4 18' 110'9"5 13'5"3 1611 "8 5" 5 Loading Criteria (psF Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.296 K 647 240 N 3690 / - ! - I - 1- 14.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.462 K 414 180 H 3590 / - 1- / - /- / 7.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.040 A - - N Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA Mean Height: NA ft HORZ(TL): 0.063 A - - H Min Brg Width Req = 1.5 NCBCLL: 10.00 TCDL: NA psf Code / Mise Criteria Creep Factor. 1.5 Bearings N & H are a rigid surface. Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.520 Bearin re a seat 9 H requires q plate. Load Duration:1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.548 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.856 Maximum To Chord Forces Per PI P y (Ibs) Loc. from endwall: NA FT/RT:20(0)110(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): A - B 0 -24 D - E 0 -5090 Wind Duration: NA WAVE VIEW Ver. 16.01.01 B.0614.19 B - C 0 -3315 E - F 0 -4703 Lumber Additional Notes C- D 0 -5W7 F- G 0 -2879 Value Set:13B (Effective 6/1/2013) Truss must be installed as shown with top chord up. Top chord 2x4 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP M-26 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 :W11 2x4 SP #1: N - M 3014 0 K- J 4762 0 Lumber value set "13B" uses design values M - L 5005 0 J -1 3090 0 approved 1/30/2013 by ALSC L - K 5W7 0 I - H 17 0 Nallnote�� Maximum Web Forces Per Ply (Ibs) Nail Schedule:0.128"x3", min. nails Top Chord: I Row @12.00"o.c. ••*x .o � � °ems Webs Tens.Comp. Webs Tens. Comp. Bot Chord: 2 Rows @ 6.00" o.c. (Each Row) Webs 1 Row 4' �+ y : -' , A - N 0 K - E 414 0 : @ o.c. +� - � � 164 N - B 0 -3154 E - J 0 -202 Repeat nailingas each layer is applied. Use equal Y PP + B- M 1036 0 J- F 1741 0 spacing between rows and stagger nails in each row 99 r. ', M- C 0 -1804 F- I 0 -722 to avoid splitting. . *• C- L 562 0 I- G 3044 0 Special Loads W.D- K 33 0 G- H 0 -1074 ----(Lumber Dur.Fac =1.00 / Plate Dur.Fac=1.00. TC- From 50 pif at 0.00 to 50 plf at 15.96 BC- From 5 pif at 0.00 to 5 pif at 15.96 °c ," q '; q• BC- 915 ib Conc. Load at 1.85, 3.85, 5.85, 7.85 9.85,11.85,13.85oi ,4 op Purlins The TC of this truss shall be braced with attached SFRt. spans at 24" oc in lieu of structural sheathing. 40 015A 38 EF TSB 81}B0 BB,' 48 00 49 2E 95 E6_, Cambers"£taatrese!£imoa7cyada calebtrrAsnuafk95rta�az PEt'ii.lde.•P,d719I)ci�thn da0¢xrtovinabaya ga NAe1 `. Max JT VERT DEFL: LL: 0.30" DL: 0.17". See detail ax dicnikaere inJe DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Pifntnaetex cfuaxaaa�i"mconsttzad:igesd ds �lnd, . arttd'Cks�3:�'hu'asst3ieYffiidUp4t.mslaii��yst&c;y¢tlrici�rnnrty eled[4rv�': ',euoias' "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme cafe in faycatin , handl'rp shippin Component Safety Information, by TPI an� SBCA� foF safety , ingtalling and bracing. , Refer to and follow the latest edition of �racLces pnor to perfonnmg these functions. Installers shil provide ¢CSI Building , te�hporary frp. braci er BCS� Un ess noted o herwi top chord shall have pro eri attached structurd I sheathin and botto o shall attac�iRc�rif]id cet(in9. Locations shown f�oi permanent lateral restra�nt �f webs shall have bracin installed per B�GSI sections hav a pro r y B3, �7 or 130, `om as applicable. A2pTy plates to each face of truss and position drawings 160A-Z"for siandard plate positions. as shown above and on the Joini Details, unless noted otherwise. itefer to . ertt ig Alping, a division of ITVy Builddin Compon nts Gr�ltp In4q.,shall truss In of nna ce ANSII�PI 1, oror ha aim not be red onsible for any deviation from this drawin9,an failure shi pin , In Ilati�n and bracm of truss s A eel on thl dgrawiYng or to build the cover peg listing t fs riraw�n fridlcatos acce lance of rogfessPonai �rawing englneerin responsibility so�eiy t�or the des�gn shown. �uilding The suitability and use of this for any s�ructure ishe responsibility of the Designer per ANSIITPI 1 Sec.2. For mare Information see this ob's eneral notes a and these web sites: ALPINE: www.al Ine lw.t�tn TPI: www. inst o SBCA www.sbcindu .00m• 1M. wwwkewfe.o Job Number. 136DCS107 Ply: 2 SEQN: 6228671 T45 / FLAT 4EJB 2807-Elie "D" OL OW /DR Horton /4EJB 2807-Elie "D" OL OW Qty: 1 FROM: DJH DRW: Truss Label: FTG2 I Wgt: 47.6 Ibs .. / ... 03/30/17 2411 510115 I 715" _ 17 i9" 24'' 11 f 2711 T 2411 15111 Loading Criteria (psi) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.00 Spacing: 24.0 " 11j2X4 =3X8 0 =�C4 =3XI% =5X6 1113X4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 06 2x4 SP #1: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord:1 Row @ 1.75" o.c. Bot Chord: 1 Row @12.00" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads —(Lumber Dur.Fac=1.00 / Plate Dur.Fac =1.00) TC- From 50 plf at 0.00 to 50 plf at 7.83 BC- From 5 plf at 0.00 to 5 pif at 7.83 TC- 201 lb Conc. Load at 1.02, 3.02 TC-1098 lb Conc. Load at 1.48, 3.48, 5.48, 7.48 TC- 191 lb Conc. Load at 5.02 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. 2'9"11 27"11 2'4"11 2'9"11 1515115 7110" Snow Criteria ft,Pf In PSF) Pg: NA Ct: NA CAT: W PF. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Doff/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.054 G 999 240 VERT(TL): 0.085 G 999 180 HORZ(LL): 0.013 E - - HORZ(TL): 0.021 E - - Creep Factor 1.5 Max TC CSI: 0.720 Max BC CSI: 0.631 Max Web CSI: 0.642 Mfg Specified Camber, VIEW Ver, 16.01.01B.061420 Piinindwtai¢scfri9sdccun"ntrnnotc"nil acd 04and �wakid- ;undihz"seas.$, icn�Uen mt3ain4+�tba aeritcd cas anyPc3'st3rc�; aaie% ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W H 2463 1- l- 1- l- 14.0 E 2953 /- /- /- /- /6.0 H Min Brg Width Req = 1.5 E Min Brg WidthReq = 1.7 Bearings H & E are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 0 -27 C-D 0 -2187 B - C 0 -2335 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. H- G 2327 0 F- E 27 0 G - F 2443 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-H 0 -250 C-F 0 -948 H- B 0 -2490 F- D 2338 0 B-G 43 0 D-E 0 -1447 G-C 2 -119 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire a eme pre in fab�cati , hhandi'nqq shi pin , ingtailing and bracing. , Refer to and follow the latest edition of BCSI (Building F Safety nfformation, by TPI anc SBCA� toF satpety �ractices prior to performing these functions Installe gg sh II pr vide terhporarY BCS!nless notetl oiherwise,top chord shall have properly attached structural sheathing and botloro c[ro�shail have a pro�erly �id ceilingg. Loptions shown for permanent lateral restraint bf webs shal have bracin insttaallled per BCSI sections 3, B7 or 10, e. gppfy !ales to ach face, of truss and position as shown above and on the JoinE Details, unless noted otherwise. liefer to 60A-Z for s�andard pate positions. its drawing,anx failure to build the on thi drawing or cover pag re des1gn shown. The suitatility IJob Number. 136DCS107 Ply: 2 SEQN: 62211111 T51 / FLAT 4EJB 2807-Elie 'D" OL OW /DR Horton /4EJB 2807-Elie "D' OIL OW Qty: 1 FROM: D. DRW: Truss Label: FTG3 Wgt 28.0 Ibs / ... 03/30/17 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height NA it TCDL• NA psf BCDL: NA psf MWFRS Parallel Dist NA C&C Dist a: NA it Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Na!Inote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 2.00" o,c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads —(Lumber Dur.Fac. 1.00/ Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 plf at 4.33 BC- From 5 plf at 0.00 to 5 pif at 4.33 TC-1102 lb Conc. Load at 0.98, 2.98 TC- 191 lb Conc. Load at 1.52 Purllns The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. F 274 4'4" 274 23"12 1 2X4 = BX4 =4X4C 2712 274 2712 4'4" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Sid: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Doff/CSI Criteria PP Deflection in loc Udefi U# VERT(LL): 0.010 B 999 240 VERT(TL): 0.016 B 999 180 HORZ(LL): 0.002 A - - HORZ(TL): 0.003 A - - Creep Factor: 1.5 Max TC CSI: 0.562 Max BC CSI: 0.274 Max Web CSI: OA09 Mfg Specified Camber. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 1441 !- 1- /- /- /6.0 D 1193 /- /- /- /- /6.0 F Min Brg Width Req = 1.5 D Min Brg WidthReq = 1.5 Bearings F & D are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 0 -14 B-C 0 -778 VIEW Ver,16.01,01 B.061420 I Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. F-E 897 0 E-D 14 0 Pz�s$�bs�ten td tt3i darermaniarp nntt""sidsignc� and �asa{ed ,. Snff Cht8S5iil*S YLt$ICk5Lii3S�Qr1 WdO.I'1118t gib vCNfacd itf 9RY' Ci4tL,t"nC, zaciQu: Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- F 0 -244 E- C 859 0 F- B 0 -994 C- D 0 -573 B - E 6 -444 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme qie in fab 'satin , and shi pin ,installi�In and bracing. ,Refer to and follow the latest editi n of ¢CSI Building i S fetK onnaUon, b �PI an� SBCA;Tor sataety �racticesor to perfomm�g theseunctS� snotd o herwise,top chord shall have properat�achad sctu Isheaiinid ceocationsshownforpermanentlatrant f webs shall have bracing mstalled per Bc SI sections 83, 67 or B10Y �0 Applates to each face oft and position as shown above and on the Joint Details, unless noted othervvise. (tefer to 60A-Z Itandard plate positions. Of I i,ortor n acceptance any structure failure to build the � or The siiitaiiility ®Boise cascade Triple 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Floor Beam\BM1 Dry 12 spans I No cantilevers 1 0/12 slope March 30, 2017 16:35:19 BC CALC® Design Report Build 5837 File Name: 136DCS107-Beams.bcc Job Name: 4EJB 2807-Elie "D" Description: Designs\BM1 Address: Lot 107 Creekside 136DCS107 Specifier: City, State, Zip:, FL Designer: Gary Morse Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: BO 61 lit Total Horizontal Product Length = 28-03-08 Reaction Summary (Down / Uplift) ( Ibs ) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,659 / 32 1,718 / 0 Bi, 3-1/2" 5,655 / 0 4,863 / 0 B2, 3-1/2" 1,116 / 1,191 0 / 101 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 28-03-08 40 15 01-00-00 2 Wall Unf. Lin. (lb/ft) L 00-00-00 28-03-08 0 110 n/a - 3 Corner Jacks Trapezoidal (lb/ft) L 00-00-00 0 0 n/a 07-00-00 245 91 n/a 4 End Jacks Unf. Lin. (lb/ft) L 07-00-00 28-03-08 245 91 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 16,218 ft-Ibs 28.9% 100% 2 08-07-11 Neg. Moment -18,904 ft-Ibs 33.7% 100% 1 20-01-08 End Shear 3,067 Ibs 19.2% 100% 2 01-07-08 Cont. Shear 5,274 Ibs 33% 100% 1 18-07-12 Total Load Defl. U873 (0.273") 27.5% n/a 2 09-04-06 Live Load Defl. U1,611 (0.148") 29.8% n/a 5 09-04-06 Total Neg. Defl. U999 (-0.03") n/a n/a 2 23-04-02 Max Defl. 0.273" 36.5% n/a 2 09-04-06 Span / Depth 14.9 n/a n/a 0 00-00-00 Squash Blocks Valid % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 3,377 Ibs n/a 36.8% Unspecified B1 Wall/Plate 3-1/2" x 5-1/4" 10,518 Ibs n/a 76.3% Unspecified B2 Wall/Plate 3-1/2" x 5-1/4" 1,015 Ibs n/a 7.4% Unspecified Cautions Uplift of -1,292 Ibs found at span 2 - Right. Member is not fully supported at post BO. A connector is required at this bearing. Notes Page 1 of 2 No 047182 STATE. OF SERKL 40 015A 39 FF 56 81130 B5 7F 118 00 99 2E 85 FB Vf Is Itamhasbaen xVactran&r yrAgnad and sraled6q tdx IMattumi, tz ME Lit- r2i mj nn L5a daie shown alasra ming a StfA-i xt.,ih2nitiwtGanam_%a_ PrSnsud cs+�aiac alti dctscsert sc not ee w&Ted slmwff and Xu Iwt ar o 6esiAtxuttl=umtImcodo rnmtt! Ccttt4ad maA'(cdcctranlc C=10. ®Boise cascade Triple 1-3/4" x 16" VERSA-LAMO2.O 3100 SP Floor Beam1BM1 Dry 12 spans I No cantilevers 1 0/12 slope March 30, 2017 16:35:19 BC CALC® Design Report Build 5837 File Name: 136DCS107-Beams.bcc Job Name: 4EJB 2807-Elie "D" Description: Designs\BM1 Address: Lot 107 Creekside 136DCS107 Specifier: City, State, Zip:, FL Designer: Gary Morse Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: Design meets Code minimum (L/240) Total load deflection criteria. Disclosure Design meets User specified (L/480) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary (0.75") Maximum total load deflection criteria. be verified by anyone who would rely on Calculations assume member is fully braced. output as evidence of suitability for particular application. Output here based Design based on Dr Service Condition. 9 Y on building code -accepted design properties and analysis methods. Connection Diagram Installation of Boise Cascade engineered r►I L� b d wood products must be in accordance with current Installation Guide and applicable a building codes. To obtain Installation Guide • • • 0 0 or ask questions, please call (800)232-0788 before installation. c e 0 0 0 a minimum = 2" c = 11" b minimum = 3" d = 24" e minimum = 3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails BC CALC@, BC FRAMER®, AJSTM ALLJOISTB , BC RIM BOARDTP", BCIB , BOISE GLULAM-, SIMPLE FRAMING SYSTEM@ , VERSA -IAMB, VERSA -RIM PLUS@ , VERSA -RIM@, VERSA -STRAND@, VERSA -STUD@ are trademarks of Boise Cascade Wood Products L.L.C. 11 40 015A 38 FF 5881130 BB 7F48 00 99 2E 85 FB This Immb"bnen obchsudrAj tegned.zns s kd by te�qt martinr; a�'q§t.Lk- ti473Mtenthedaisthown *bow trAngaSHkI s¢tfirngcs#vrrnse. erfnted CWp nOf"donrre A We notCan&4gnd dpWdand toabd "the S;A4l sut6cnCdzatksaaa?c rr,wt:tia vvdf�-_d an =V dratmnk mpiat.. Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed,.45' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) Ix4 'L' Brace r (1) 2x4 It. ' Brace x (2) 2x4 'L' Brace an (I) 2x6 'L' Brace r (2) 2x6 'L' Brace ■ Group A Group B Group A Group B Group A Group B Group A Group B Group B #1 #2 - Q S P F F 3 3' 8' S' 9' 6' 2' 7' 8' 77' 11' 9' 1', 9' 6' 12' 0' 12' 6' 614'0' 14' 0' Stud3'8'5' 9' 6' V 7' 8' 7' It' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9'8'12' 4' 12, 9' 14' 0' J d a S P F #2 3' 30' 6' 7' 6' 10' 7' 9' e' 1' 9'3'9' 7' 12' 2' 12' 8' l4' 0' 03 3' 9' 5' 3' 5' 7' 61111 7' 5' 9' 2' 9' 7' 10' ill ill 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 51 9' 2' 9' 7' 10' it, Ill 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' e' 11' 9' B' 10' 4' 13' 1' 14' 0' U U S P F H F #1 #2 6' O10, #3 4' 2' 7' 7' 9' e' 9' 9' 1. 10' 5' 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' V 7' 6' e' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' O Standard 4' 2' 6' L' 6' 5' 8' I' e' e'. 10' 5' 10' 10, 12, 8' 13' 7' 14' 0' 14' 0' S P #1 4' 7' 7' 7' 7' Ill 9' 0' 9' 4' 10, 8' It, 1' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' S• 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' (1' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' D F Stud 4' 4' 6' S' 6' 10, 8' 6' 9' 1' 10' 6' 10, it, 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, 11' 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' X d U O S P F 1 J F f�l #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' Ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' S P #1. 5' 1' 8' 5' e' 8' 9' I1' 10' 3' Ill 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' to' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12, V 14' 0 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' s I I D F L Stud 4' 9' 7' 4' 7' 10, 9' B' 10, 1' 11' 7' 1 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' - 11' 6' 1 12' 0' 13' 7' 1 14' 0' 14' 0' 14' 0' able Truss Al Diagonal brace option, vertical length may be T doubled when diagonal 18' brace Is used. Connect L diagonal brace for 6000 •L• at each end. Max web Brace total length Is 14'. �(� 2x6 DF-L #2 or better diagonal I T t Vertical length shown brace) single 81 In table above. 45' or double cut )K (as shown) at L 1. upper end. Connect diagonal at midpoint of vertical wek a �� AN ITW COMPANY 1338B Lal,(r l Dave Earth City, MO 63045 Refer to chart above for ri "WARNINITss READ AM FnLUJV ALL haTFS-ON TKDS DRAVM w-WMTANTk- FMUSH T= DRAWING TO ALL fB(rRACTuas DiCLIR)ING Tice V=A XRL Trusses requtre extreme core h fabrkathg, hondUrg,•shippinp, instalUng and bracing. Refer* to and C Follow the latest edition of BCSI (Building Component Safety information, by TPI and SBG) for'.safety praaticec prior to perfon+ing thane functions. Installers clalt provide temporary 6radng per BCSL Unless noted otherwise, top chord shall hove property attached structural sheathing vld bottdn chord _ _ shall have a properly attached Md, telling. Locations sham for permanent lateral restraint of webs _ �.W shall have bracing tnstaaed per BCSI sections 43, B7 or B10, - applicahe. Apply plot- to each face ' w of truss and position as shown above and on the Joint Details, unllesc noted otherwise. Refer to drawings )60A-Z for standard plate positions. 3 Alpine, a dl don, of ITV BWlding Conponents Group Inc shall not be responsible far any deviation fron this drawing, any felture to buff the truss In conFornance with ANSI/TPl 1, or for handling, shipping, so hstallation 6 bracing of trusses. A seat an this drawing or cover page listing this drawing, Indicates acceptance of professional O 9 shown, The SLAtdbllty and - of F stnvxture is thels tkw responsbeltY odF t}ie &))ding Designer perr ANS1/1PI 1 SecE this for more Information see this Job's general notes page and these web sites ALPINE, wew.atphettw.coni TPD www,tpinstorgl SBC7f wevsbcEndustry,rgl IM www)ccsofearg ABTA C OF 71'< Bracing Group Species and Grades) Group Ai S ruce-Pine-Fir Hen -Fir it / #2 iStandard 1 1 #2 1 Stud #3 Stud R3 IStandardl Dou las Fir -Larch Southern Plnezww 03 q3 Stud Stud Standard I Standard Group Bt Hen -Fir #1 6 Btr #1 Downas Flr-Larch Southern Plnew- #t ql q2 #2 lx4 Braces shall be SRB (Stress -Rated Board), weFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values na be used with these rndes. Gable Truss Detail Notesi %And Load deflection criterion Is L/240. Provide uplift connections for 75 p1F over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) nalls. )i( For (1) 'L' brace, space nags at 2' o.c,, In IS' end zones and 4' o c. between zones. )VITar (2) 'L' braces, space nails at 3' o.c. In IS' end zones and 6' o.c. between zones. bracing must be a minimum of 807 of web member length Gable Vertical Plate Sizes Vertical Length No Splice Less than 4' 0' 2X3 Greater than 4' 0', but 3X4 Ej less than 11' 6' Greater than 11' 6' 4X4 + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 AX, TOT. LD, 60 PSF AX. SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind 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 Orl 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = L00 nr, tan mr.t% wi—i r..e>riin, mo.— uoirk+ P.r+inuh, n Ire+ = i nn S 2x4 Brace Gable Vertical Spacing Species I Grade',,,,_Braces No (1) Ix4 'L' Brace Il (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ■ (1) 2x6 'L' Brace It (2) 2x6 'L' Brace III Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B - S P F P #1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' #3 3' 6' 5' 5' 5' 9' 7' 21 7' 7' e' 8' 9' 1' 111 3' 11' 11' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 111 11' 13' 7' 14' 0' Q Sta#curd 3' 0' 6' 4' 6' 7' 7' 6' 7' 9' 8' 1' 9' 3' 1' 9' 12' 2' 13, 11' 14' 0' —� S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 111 7' 12' 0' 1 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' I1' 8' 9' 9' 1' 10, V 10' IV 13' 8' 14' 0' d N F Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' e' 9' 9' 1' 10, 1' to, 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' e' 6' 1' 7' 9' 8' 3' e' 11' 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9• 10, 1' 10' 6' 13' 3' 13, 9' 14' 0' 14' 0' -P <J S P F IJ P #3 4' 0' 6' 7' 7' 5' 8' 4' e' 8' 9' Ll' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' It, 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' O f�l Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' 11' 10' 12, 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 1 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' D F L Stud 4' V 5' 11' 6' 4' 7' 11' e' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' cs U O S P F LI F �l #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 111 6' 14' 01 14' 0' 14' 0' 14' 0' #3 4' 5' 7' 7' 8' I' 9' 2' 9' G. 10, 111 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' II, 11' 5' 14' 0' 14' 0' 14' 0' 14' 01 Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 111 11' S' 13' 7' 14' 0' 14' 0' 14' 0' X d S P #1 4' 10, 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 8' 7' 11' 8' 2' 9' 4' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10, 7' 3' 9' 1' 9' 71 11' 0' It' 6' 14' 0' 14' 0' 14' 0' 14' 0' �+ D F L Stud 4' 6' 6' 10' 7' 3• 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' l4' 0' Standard 4' 5' 6' 1• 6' S' 8' 1' 8' 7' 10' 11' 11' 5' 12' 8' 13, 7' "1 0' 14' 0' able Truss I Diagonal brace options vertical length may be T doubled when diagonal IB' BE brace Is used. Connect L diagonal brace for 690# at each end. Max web Brace total length Is 14'. X)i 2x6 DF-L #2 or better diagonal r Vertical length shown brace) single 1 B. W In table above. or double cut 45' (as shown) at L 1 upper end. Connect diagonal at ' midpoint of vertical web. "Refer to chart above for Bracing Group Species and Grades) Group AI S ruse -Pine -Fir Hem-Flr #1 / #2 1standar d 1 N2 1 Stud #3 Stud 1 83 iSt.mdardl Dou las Fir -Larch Southern Pinew,lw #3 a3 Stud Stud Standard Stnndnrd Group BI Hem -Fir N1 Bt 4 r a1 Dou to Flr-Larch Southern Plnellww al #I R2 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 11 values may be used with these rades. Gable Truss Detail Notes) Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlockers with 2' 0' overhang, or 12' plywood overhang, Attach 'L' braces with 10d (0.128'x3.O' min) nails. )K For (1) 'L' brace, space nalls at 2' o.c. In IS' end zones and 4' o.c. between zones. il(iF�or C2) 'L' braces, space nulls at 3' O.C. In 18' end zones and 6' o.c. between zones, 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No Splice Less than 4' ( ' T Greater than 4' 0', but 4.4 less than + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. K WARNINGiu READ AND FOLLOW ALL RITES ON THIS DRAWINGI �.'N J wDtPOITj REF ASCE7-10—GAB16030 wTANTwe fUWOSl1JK1S DRAWING TO DR ALL CONTRACTS WCLUDO7G THE DISTA IMS. �� �i Trusses quire a trenr care In fabricating, handlig, shipping, Installing and brocing. Refer to and Q� �G�NSF DATE 10/01/14 folios tha latest erDtlon of BCSI (Bulmng Component Safety lnfornatbn, by TPI and SW-4) for safety practices prior to perforMng these fWctlons. Installers shall provide tenporary bratlrg per BCSL Unless noted otherWse, top chord shalt have property attached structural sheathing and botton chard No / t DRWG A1603CENC101014 shall have a properly attached rigid ceDing. Locations shown far permanent lateral restraint of was i ^shall have bracing Instaaed per SCSI sections 83, B7 or 810, as opplkable. Apply plates to each face 1�--,1of truss and p cltbn s shown above and on the Joint Detals, Wiese noted athlrelbe. ��JIILIIP Refer to drawings 16CA-z for standard plate pasltbns, ATE OF Alpine, a mvlabn of ITV Buftdinp Components Group Inc shall not be responsibleor for any devintbn from MAX. TOT. LD. 60 PSF AM if W eOMPftM( tits fttlon , anybracing in of to ssa the truss h canfornaa with ANSI/TPI 1, ar for handtln '' O ©n,�� " _ ass drawin , bracing of trusses. g. shpp�• �9 �' fl _V� A seal — this drawing w cover page listing this draw Indcates acceptance of professlonot _7 eerl.g respons4Wty solely for the daslpn shown The suitability and use of this drawing i 13389 Lakehonl Olive I-- a y st+ucf+re Is the responsl6elty of the IkAd C Deslgner per ANSVTPI l Ste2. Eadh City, MO 63045 For more information see this Job's geneni notes page and theca web sites, ff4q{c'1�������!!!!; MAX, SPACING 24,0' ALPWG wew.atpinvltwsom) TPIi wee.tphst.ore, SBCA, w—slac)ndustry.org, ICO wweleesofe4r0 WA N 1 'T' Reinforcing Member Gable Truss Gable Detail Fnr I Pt -in Vart(rnlc Gable Truss Pla )proprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total orea of apped plates to span the web. 2X4 2X4 2X8 rroviae connections nor upurt specirlea an the engineerea zrasy ae�,gn. Attach each 'T' reinforcing member with End Driven Malls, 10d Common (0,148'x 3,',min) Nulls at 4' o.c, plus (4) malts In the top and bottom chords. Toenalled NOits- l0d Common (0,148'x3',min) Toenails at 4' o.c. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load, ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A120300SL014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENCI01014, A16015ENC101014, A18015ENCt01014, A2001SENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A1403CENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDIOLD14 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End-naR To convert from 'L' to 'T' relnforcing 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, specle, and grade of the 'L' reinforcing member. deb Length Increase w/ 'T' Brace Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical - 24'o.c. SP 03 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 307 = 1.30 (1) 2x4 'L' Bruce Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x B' 7' = It' 2' 'T' Reinf. Mbr. Size 'T' Increase 2x4 30 2x6 20 MAWDG`,```(r aDwORrAMru FF'iUMSH THISS WAVRM 'V M6 M ALL OLLOV �+rFRACCTTOn EW DiMUD G TTW DWALL.M& `�.``�,. MriR„'''•,,� REF LET -IN VERT DATE 10/Ol/14 Trusses require extreme care in fabrlcatirg, handling, shlpphii, inrtal and bracing Refer to and iotlow the latest edition of BCSI (Building Cohponent Safety InforlwtWn, by TPI and S cz for rafaty :+ Vv �' r- ��,++[+ ' proctices prior to perf—Ing these functions. Installers sW1 provide temporaryy brarnp per BCSL finless noted otherwise, top chord shall have properly attached structural sheaving and button chord lateral �� �` ��L-'�J q `� Sa DRWG GBLLETIN1014 v AL �� r� shoLL have a properly attach etl rlaW cede. Locations shown for pernanent restraint of webs shnLL Mve braGng Metalled par HCSI seed on H3,B7 or Hla, ae opdtabW. Applyplates to earn Face of tw s and ppoosalon as shown above and on the Joint Oetalls, unless noted othereise. 11L f��-t Refer to d—'64: 16aA-Z for�snt�andard plate positlore. = - AN RWCOMPANY sp o�wfar mydeviation fron nee vlth ANSI/ responsible ths Alpine,aYWon o Iu IT B bWltl thetrussIn Group drawing, any ""�"g' sNppi'g' - - $T Tr OF M 1X, TOT. LD, 60 PSF aBstaaatlon bracing of trusses, A aml on this drawing or cover page listing this drawing, indicates acceptance of professiorW engk: r re qs«ay for tfr demon ahewn. the eWtoWlty aryl use of this drawing�(O 3;:l p UR, FAC. ANY 133891akefronl0rive fadh City, MO 63046 for struetlre the responsbAlty of the &aRtlNg .r peryfNSl/IPL 1 Seez For pore infortatton tee this Job's general notes papa and these web sites ALPINE, wwwnlaAwltw.con, TPU wwctolnstorol SBCN www.sbcMaustrvarW ILG rwwJcccafe.oro ftl ' n(� .sir C` i. ] 01�_ _ _. Y_N ..+ w MAX, SPACING 24.0 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/#2, DF-L #2 or better, Wx Attach each valley to every supporting truss with: (2) 16d box (0.135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted In lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates. 3X4 12 Max,���X4 2X4 �--- 8-0-0 max --� 4X4 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') naps at 6' o.c, In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with: properly attached, rated sheathing applied prior to valley truss Installation, Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design, xxx Note that the purtin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Valle Spacing Pitched Cut Bottom Chord Valley 1 Le-nalted ra 12 12 Max. X3 1X3 6-0-0 1 iX3 5X4 3 (Max Spacing) IX3 2X4 Q pG\p0 SQ 20-0-0 (++) Supporting trusses at 24' o.c, maximum spacing, Square Cut Bottom Chord Vail 2X4 4X4 Stubbed Valley Optional Hip End 'Detail Joint Detail ttl,llunuuu„ � "WAf°+MU FrAll AND iMWV ALL HUM DN TIM Dp/vDa .�`� /4y�j�''. TC LL 30 30 40PSF REF VALLEY DETAIL -WORTANT" FURNISH n= DRAVM M ALL C@ITRACTM BE UDM TM WTAUXIM \ G Trusses requW extreme core In fobrtc tbq, h-wift. sWppho, brstdU g d bracing, Refer to andfy7 f' Poll.. tee edition editSCSI Oh ion of lldbg Component S.Fety Information, by TPI and SBW for s.fety �` Q' ��,F..,,j C DL 20 15 7 PSF DATE 10/01/2014 pr etcoo Prbr to perfor,dn0 these Furcibns. InptaUers shop provble tenporory bra�rq par BCSL •y W... natrd othereise, top chord shall have properly att.dxd at —*-.I heathbp ar.I bottom a,ard pp � 4`�^ BC DL 10 10 10 PSF DRWG VAL160101014 r shall have d properly att-h.d rlpid ce:UUr.a Lo U.— ah... far permanent toterol-so-Int of eb. z shall Mva ira%. I...Ued per BCSI seel�ons th 07 or DIB, as a able. Apply plots t0 ¢ach face — / P O of truss and posltbn a. cha.n above wd on the Joint D.tdlc, udres notrd otFUMw. - I y BG LL 0 0 0 PSF R.fer to dw.ings I6CA-2 far at.W.rd plate p—M na M TflT, LD, 60 55 57PSF A4M., a dvlslon of ITV BWldbtg Componente Group inc. slwll not be responsible For ony deviation free — y1N f11NWMPANY this drW, any fouure to beadd the truss h con ormonce Wth ANSUTPI 1, or for hnrxatrp, shlppMg. �a �dTE of / Instaltatbrl t1, brochg of trusses, ,f A teal on this dm.brg or cover page Usting this droeing, hwkntes azeptonce of profsssbnol ro emRaxar+y zpanseStb T°le+y fn' ehe arelgna It— The aulwcuq' ar'd u=a of tsys dro-ft ,, l:)• � UR,FAC.1.2511.3311.1511.15 For arty b; tb roepaMbalty of th 86ddWQ ner' Pam' AravTP[ I Seca /% 'SA Eadh City, M nl Drive i �`n Earth Cily, M06304G for rw t hfornatlon see Ap ,pb's general notes paOe arW these eeb sltrs i, L) ..,,11G` �`� SPACING 24,0' ALPINEr .nabhelbconl TPL ....tpblstArgl SBCN nafbebWuftrY.orol ICO e..Jcesofa.ora 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 BLdg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 nph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= SPO psf (min), Kzt=1.0, Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheothing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o,c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. IN Refer to Enoineer's sealed truss deslon drawing for oinovback and base truss soeclficatlons. _ _— Detail A l Purlin Spacing = 24' o,c, or less 12 ena5 ana az G4 max u,c. spaong In roe Uwtrrn. � Detail D : Purlin Spacing > 24' o,c, 4' 12 Up to 12 V Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0135'x3.5') and secure top chord with 2x4 ri3 grade scab (1 side only at each end) attached with 2 rows of 10d box nalls <0128'0') at 4' o.c. Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.5'). Purtin o.c. max ) 24 Top Chord Scab (Typical Each End) Chord Full Flat top chord purlins required at Depth both ends, purlin spacing > 24' o,c. Notep If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max. and use Detail A. —VAReD1A3-w READ AND FOLLDV ALL ¢SITES RI TIDS MAVeHfi 4' -WEI iTANTew fMaSH TM WAVING TU ALL CQITRACTeiS 1110.U0Wa TIE TRS S. X, •r�•� . Trusses r extreme care in Fabriwti hondli a and brntin Refer to and require ng, ng, shipping, instollin gg !� c practices the latest edition ri SCSI these ng Component Safety ell provide by TPI and —Ing for safety �s g ��GEl�s /J practises prior to wise, top g these functions. [pstallare shell provide rat sh my bracing pot BCSI. N U ar Unless rated otherwise, top chord shod have properly attached strucdral sheaihir�g and button chats zz 4� S we shall have a properly attached Maid ct1W,D. locations shorn For pernnnerrt lateral restraint h .. 7 ^� of uss b position Installed per BCSI sections the J or Bea as, npplics, o. Apply pintos to enU faro — 1111 position -c shown above plate on tho i Joint Deists, units¢ noted o rwlse of truss dra po slt16C as, shot= =hove pl on the ions. Deists, units¢ notttl othertlse, Refry to drawing[ 160A-Z fun standwd pAote positions. Alpine a divlston of ITV BW dd1Itn7p Component¢ Grouupp Ina [hall not De spanstble far eny devlatbn faun qT� AN ITWOOMPAW this dewing, any Fatl re to bWld the truss In conFornance with ANSWTPI 1, or for F4ndUng, shipp6,g, „ !' Q Inst=tWibn 1, bracing of trusses. A sent on this draWaV air cover page Usting this drawing, lndkates acceptance of professional i6 �yp engtr,earkq responsadlety solely for the design shorn The sWtobAety and use of this d-.VV �� � R I W , +(� for any structure is the resporedhlKy of the ®aHdleg Oeslgnr per AHSLTPI 13389 Lakefront D(,- For Wort l Farn=tian see this Joh•c gererol notes Page and these web sites, Earth City, MO 63045 ALPM www4lpinttw.cone TPI, wwe•tpinstorwQ SBCA. n`w,ebchductry.oroe ICO www)ce9=Fs4rQ `!el,..©IVAl Et+1�.N Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlin bracing to the Flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord ri3 grade 2x4 scab may be replaced with either of the followings (1) 3X8 Trulox plate attached with (8) 0,120'x1.375' nails, (4) Into cap TC 6 (4) Into base truss TC or <U 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl,375' nails. Note- Nalling thru holes of wave plate is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'xL375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset 0'x8'x7/16' (min) APA rated sheathing gussets (each face). Attach @ 8' o.c, with (8) 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 rig, It chord depth scabs (each face). Attach @ 8' o.c. with (6) IOd box nails (0,128'x3') per scab, (3) In cap bottom chord and (3) In base 'truss top chord. Scabs may be staggered 4' o.c. front to back faces, 28PB wave Plaavback Plate One 28PB wave pi gyback plate to each face @ 8' o.c. Attach teeth toIgp�backrusstime of fabrication, Attach to sup Png (4) 0,120'x1,375' nails 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 Hip Frame Details Hip Frame %.,A„A a.:M 13-1 / 2; ,R, xthed Use this detail ASCE 7-10, 180 fors mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer. ASCE 7-10, 160 Mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 Mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber, Residential, Wind TC DL=4,2 Kzt=1,00 StructurM anels must be properly attached directly psf, To hit��.t'frMP Mwrtins, —WAR"00we READ AND FOUMV N.J. NOM W 71W BRAVDO waWMTMTM FUFit N TM WAVM m ALL fn+TRACTiIILt ]DIMLITI G THE INSTALLERS -, �� REF HIP FRAME DATE 10/Ol/14 Trusses quire ewtrene care hi fobrieating, hondMg, sWpping, butalltng ud bracing. Refer to and fottae the latest emtbn of eCSi ta.1,11, Campo-1 Safa<y InPor 11, by 11 and for sofety `.�`�Q'- v � IVO ,121 praetkes prior to performing these functions. InstaUers shall provide temporary bradng per BCSI. Unless noted ottmrdse, tap d,ord shnN have properly attaches struct—t Shed 0 ar�d botton chard = DRWG HIPFR1801014 ^� shall have a properly attachatl rlIppm ceshp Locations Wrn for parnonent lntarol resVaht of..be shall have brodng trrstnUed per BCSI sections ft J or BtH, as n O"sbno Apply plots. to each Pace of truss and po sltlon as shown above and on the Joint Beta0.s, urdess noted a henlse. = S Refer to draw, 16CA-2 for stuWard plate posittons A E OF S 'O ` ANtFW aDMfiNNY AtpVrro division of IN Bu6dlng Conponents Group Inc shalt not be responsible for any devtntlon from tNs droeng, anY faiture to build the truss in conFerrance with ANSI/TPI 1, or for hondUng, shlpp , S Q Nst.ltatlon IL bradng of trusses. A seal err th" dwwbp ar cover page listing tints Z.wh indicates acceptance of professional �}' solely far the design shown The sultabslty and use of tNs drovire r n` 13389 Lakefront for any the respa�+litY oP the BMdNg Oodgnan per ANSi/TPI 1 Sec2. Yie�j fl 1 `°�sAsej"•f/'Alnl�„`t1��t Earth City, MO For nore Information see this job's general notes papa and these eeb sites ALPM wwwalpheltw.coml TPB nstpinstorgl SBCAi www.cbcNdustryorgi ICC wwelccsofanrg r CLR Reinf orcing This detall Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired, Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative, For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4g0 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(3iE) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab on wide face of web. Apply (1) scab to each face of web, Member Substitution T-Reinforcement Or T-Reinf. L-Reinforcement: or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3,0',min) nails at 6' a.c. Reinforcing member Is a minimum 80% of web member length. T-Reinf, L-Reinf, Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab Reinf, ON THIS �10DRAWING T °CONTRACTORS A JVI,q�`''•,,, TC LL PSF REF CLR Sulost. W-IXPQIT� THIS nDCMVmc THE INSTalExs Trusses regWv a.".. care In fobrka1UN hand&Q, shIPPbO, MstaWrg and bra Refer to and �,•``°�EL. `� � i' /A TC DL PSF DATE 10/01/14 folloe the latest edition of HCSI IHWmng Component Safety Nfornotlon, by Tf[ and` /+> far safety practkes prior to performing these hmctdons. Tnstneers shall provide temporary bracing per BCSL �� NA� `�`� >v,C 2 DRWG BRCLBSUB1014 Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord C DL PSF »r Q II ILJI� shall have a property attached Void telling. Locations shorn for permanent lateral restraint of webs droll Mro broabg Installed par H I sections 23, B7 or Hls, as applknbI, apply plates to each fnca of truss and po. as shorn above and the .blot Hetais, ,Mess no otherdse. .,q_ tC LL PSF II I�IUr=� 16 t. Refer to drawhps 16gA-Z Pow standard plate posltlonz Alpine, division ITV Budding Components Group Inc shall not be responsible for any deviation from -_ FTOT. PSF AN tTWCOMPANY a of this dra.dng, a Y foHure to b,1 the truss In conform. with ANSIRPI 1, or for ho g, shppho, r` .Q /{TIE or LD, lnrtallotbn 6 6radrg f tosses A seal m this d -Ing or cover page ltrtbg this drawing. Indicates occeptance of' profesGmalQ`., respona3hlUty sdelY for the design whom. the sutnbAlty and use of this drawing for any s vcdre Is the respaislbHttY dl the BuflMg Be9gner per A ld/TPI I Sect ,et ty in �j g 1 Y' r '�6 `� fl 1© � � DUR, FAC. SPACING _ _ _ M nl Drive Earth Cily.M063ga5 Earth City. For more information see this s general notes and these web sites ALPINE, sw►,olpineltw.coml TPL swcipY torgSHCN wre.abcindustry,orgl ICO wswIcccafeorg 's6` fE9 ]1�d.ixl fa.[t� ',. a�`t Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be Increased for or web member. This design is valid only for single pty trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (U = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member length(s) = (2XI-) + (B) Scab member length (S) must be within the broken panel. Nail Into 2x4 members usng two (2) rows at 4' o.c„ rows staggered. Nait into 2x6 members using three (3) rows at 4' o,c„ rows staggered. Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads, No s L L 4' o,c, Typical ~ + O + O + O + O O + O + Q + O + 2' ('— Stagger + = Back Face 10d Box (0.128' x 3', min) Nailsi O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staqqered 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 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 1 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48° 3460# 13540# 4070# 4445# Web or Chord 2x6 5165# 1 5280# 1 6095# 6660# s L Hwnun H L Distance lMhun L Distance 8 L L L Nail Spacing Detail " I:-,— L r ii iI���I�J ���^^^ a L.� O �N fiW ODMPANY E M9L.k ftontDMO a CityALPINE- ••YARNING-. READ AND FOLLOW ALL NOTES IN THIS VRWDQ1 ..DMTANTo TIRDM = DRAWING TO ALL 932ITPACTOM IN1=1% THE DISTALLEM Trusses rt41"• in care fabricating. handling shipping,InstalUng and bracing. Refer to and Fall.. tt. Intesi edtLon of BCS1 (Buldng Co"-nt Safety InfornoUm, by TPI and SBCA) for safety pr dices prior to F—fnr,dng these Functions. Installers sFgU provele teeporory brnMg per BCSL ottach.tl rigid ceding, Locotlona shorn for pernan.nt Lateral restroht of ebs cl+all Fmve 'brag cnnll Nava broUng instated per BCSI cactWnc 83, B7 or B10, ns oPpAknble. Apply plates to each face lhie55 noted othere7ze, top Chord shall have properly attached .tructural shentwng aril bottom chardfA�� of truss and =�etlon pe ShOM above and On the Joint D¢tls, unless noted OLMrY1— Refer to dro..,ps 16gA-Z for standard plate positions. Alpele, a division of ITV HiEidhg Components Group Inc shall not he responsible for any deviation frony� this droekq any faKwe to bLAd the tru5s In confornance .Nh ANSI/TP/ 1, or far bonding, shipp4g, h tallatlnn L brain% of trusses, A sell On d,ls o1^aMng o- cover page Ustbg this drnsfnp Indcats acceptance oP Professional englneerYlg nvsponsD 4 solely for the designstwen, The sultnblity ord cast of Hda drathg for any structure Is the respanstmty of te McWQ Desgner per ANSI/TPI I Sectp�'�`, For more Infornation see etas ,lob-. general nuts page and these .eb sIt— n..alphelte.coml TPB _tphct:orgi SBCN ee..ebchdustry.Orgl ICO ee.JCcsofoZrg ` ... S �' �� e NO, e Q Is E OF •,, O �(p Q I Ft i [1 fAAq/�vNAL C,�tpttt fl// REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 SPACING 24,0' MAX STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0. OC MAX. LENGTH TO TRIM FILLER I EXISTING FILLER -I - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' O.C. MAX., OR SEE NEXT OPTION, - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH), APPLY REQUIRED BRACING (SEE BELOW). OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), WLATERAL 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' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' ❑,C, MAX. SPACING AND 1OPSF MAX. CEILING LOAD„ WITH THE EXCEPTIONS NnTFn ON THIS SHEET f USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. I LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'), 3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITH❑UT 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 RASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN, VERTICAL BLOC - MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2.5') 2 3' O,C, AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0.120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX 0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY), sVARNV4G— READD FM-MW ALL RITES ON THIS DRAVDG oD�QtTAN Wr F)iO4SH 11W DRAVM TO ALL CM4RACIWS RIMMING THE V=ALLERS. Trusses require extreme care In fabrlcating handling, shipping, InstatUng and bracing. Refer to and Collor the latest edition of SCSI (B "np Component Safety Wonntkn, by TPI and SECA) for safety practlu prier to performing these functions. Installers shnU provide temporary 6ratlng per BCSL eas noted atharrisa, top chard shall have property attached ctructurnt sheer and botton cho shall have a prop-ly attached Hold celung. Loeat o slam For permanent lateral restraint of esb; .Q �t-^,� shall1t have bredrq Wtased per abo sections th g7 err BID, as apdkable. Apply µales W each Fnee I l��f 1 of trues and ciM k n as shorn above and on the Bert Detalc.as urrl/ass rotatl of plate u�� Wer to dreYings 16OA-Z for standard plate posltbre. Alpine, o divlsbn of ITV Buldng Components Group Inc shall not be responsible for any devt6tlon Fr AN inNCOMPANY this drovingany Faawe to bJld the trs In c—Farmance rtth ANSLTPI 1, or For hondUro shipping, ihstallatlon L usbracing of trussas. A seal on this drovkv or cover page UstkV tHs drm,hg, kulcates acceptonx of professlonol responsldUly solely for the design shorn Thr sJfabNty and use of this droeem 13389 Lakefront Onve foram/ vehre is tlfa respons6Cfty of the 9 dit Designer per AtKVf l 1 ser2 Earlh City, MO 63045 For we Inf --- Van see thls Job's general rates pope and these eeb sltes- ALPIM rrrat.Ir lteco TPIi r tolnst.oro, spcn reesbclndustrvaroi ICO eeelccsafa,ora SQ�VV�'pENSF A N yi S A t E V F R eon EF BC FILLER ATE 10/01/14 RWG REPBCFIL1014 SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6.0 psf, Kzt = 1.00, ASCE 7-10 160 Mph wind, EXP C, Or 140 Mph wind, EXP D, 30.00 f t mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3.0', min) nails at 8' o,c. plus clusters of four nails where shown In figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species. NOTE; Add 210# uplift (max.) to reported truss uplift for wall connections. VARNINGsns RM AND FOUMW ALL M= CN 7MS MAtvwa -DMTANTw� FURNISH THIS UMVM TO N.L CWRACMRS D/CLMW TIE DW&LERs �` JGnv -- "''�., `� TOTAL TOP CHORD TO REF 2X4 SCAB O.H. DATE 10/Ol/14 Trusses require —treme core In fabrkntfnp, handUrg, shipping, InstatUng and bracha Refer to and Fotlaw the latest edition of BCSI ®natdo-ng Component Safety Iniornatlon, by TPI o.d 3W. for `.�Q, �GEIV$� ��'� LOAD NOT EXCEED 40 PSF DRWG ❑HSCB2X41014 practices pion to =F=,n these functl0nc installers shag provitle tenparnryy br PargCSt UN ss noted othermlce, top chord shalt have properly attached structural sheathvng and bottom chord have lateral NQ f (DEAD PLUS LIVE) Q shall a property attached ripId cell�g. Locations she Par permanent restraint of webs sinll have hracfrq Installed per BCSI cectlonR 83, 87 or Det ils nppikabl it Apply prates to each face of truss and po salon as shown above and on the Jotft Detals, UNvss noted otherwise. 1. = la Refer to dit gs 16CA-Z For standard plate posltlo-. S A"�'E QF MI RWl7DMPANY Alpine, a division of ITV Bu1Any Components Group Inc shall not be responsible for any tlevlatlon from SMs droving, any failure to bill. the truss In conformance with ANSLTPI I, or for harsift, sh poling, 'Q W hstallotbn L b. " of trusses. A seat m INS drawling or cover page US*Q this drawlnp, Indkates accept— of professional Hag near ty sorely for the design shown The sJtabllty aw use of this d—ft far and y strucMre b don responsbglty of the &Rdng 8eslpner per MSYiPi 1 secz =. 9® �4 0 tA \O � e,.� DUR. FAC, 1,15/1.25 13359 Lakefront Drive For none InPornotfon see thts notes and these web slteaF'O�F24�lttt� p`` Earth City.M083g45 job's general page ALPIIM-1pineltw.conr TPI, www.tpinst.org, SBCA, ■ww.sbclndustry.orgl ICO wwvJcccafe.wV F/f tt SPACING 24' STRONGBACK BRIDGING RECOMMENDATIONS I BR10 N0700EDM V_VUSSCAB ATTACH SCA13 WITH lOdSOVO N (0.12/59"KMS 0r 2 ROWS AT O.C. HOTS 1NLMU0FSRMNGASSiI0^LAP 8TRONOBACK BRIDGING M3 WERS FORAT LEAST ONE TRUSS SPACM STRONGBACK BRIDGING SPLICE DETAIL NOTE. Details ! and 2 are the ATTACH AND BOTTOM 01 (3)10d COMdON (4)10d BO= attachment methods 8 PONGBACKBPDGM SPACING Upb IV Nun 10 b MY 1 ror at aolsr d WID 2r=n 4rts=h Scb40S1=8 P utMChY OYW41Y Iowsatl0'Oa '70 807TON CHORD WITH STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES (2)#10-r All scab -on blodm shad be a minimum W stress graded lumber.' ► All strongback bridging and bracing shall be a minimum W %I ess graded lumber.' The purpose of strongback bridging Is to develop load sharing between individual trusses, resulting in an overall Increase In the stiffness of the floor system. 2c8 strongback bridging, positioned as shown in details, Is recommended at 11Y -0' o.m (max.) The terms bridging' and'brecing' are sometimes mistakenly used Interchangeably. 'Bracing' Is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component 'Budging' particularly %tmngback bridging' Is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent Truss, strongback bridging serves to reduce Obounce or residual vibration resulting from moving point loads, such as footsteps. -The performance of all floor systems are enhanced by to Installation of strongback budging and therefore is strongly recommended by ITW Building Compents Group Inc. For additional infomtation regarding strongback bridging, refer to BCSI (Building Component Safety Information).. ...two... .� T41IOi etl oe �, ,� � ate. ter. In �r� b•�. ��, h�. M m.o4. rd. b •„ mm. DO t r �Gt� �T� �., TC LL PSF REF STRONGBACK Bddr mssm.+Sca nr 7PI sad Im sour FUUM Prior toP�o�� ur.. 6"' Po >�. m4.. .e uhm.IK = .a.0 } Parm.ams .WrSW .trwm.t p.til. -4 C� //.. jV c1 TC DL PSF DATE 2/28/11 I'I arms .Mn h ■ PraPmy 01—NM rw ouaw. I.c. .m.a ra Idad roiidae aI .ua .W a.a S'Ll` � '�6 I°Wg'aiti m P. RM _ °°' �' �' �"°'• I°"'• 4•°"'I my `r°r '°'�"""' �' BC DL PSF DRWG STRBRIBRO211 •purr• Ion war v rma bj= To MAU& r cmnncm N In swtew Cc��pammmmLL moon mr perao7 dr9 nd n. tar ear 4e.ta�aa mom ua. m nma. m e.m4 11C C LL PSF 1b. b— m oonrmm.m..tlL tA, ar rdafa.my, Lsadtiv,. s5d IashOlcP a Ea+doi r[ lnor. 17PBCG oom•uae Pl.t� DiMaOalpor rOiapYa .r. m.L a 20AOAG a (►. VVM AM AM Us" ar/a/eo WN194 pX wA. ePpV put. to Wh rw Is rt.w M� ...b—.toss oa ® slot Pdd.. ATE OF -TOT. ID. PSF a .W m ma dr.r1 ar r yS.�. IaOlotm Stan ud = l 14.WP .toss. m. satLmlia .a4 0.. d thM oomP �7 �D�4' � ��' �r . '- P.r urer/�PI t e.a 2 'Q� °�� \®� DUR. FAC. 1.00 IR- : t�d>9t .ntpmrt.mm; 1lti• �..tetodooh7�om: tee •.clrestam= 4 I� - ■m0y,Y001L SPACING