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HomeMy WebLinkAboutTRUSST t ;QED StIldeCOMY COMPONENTS 19900 Independence Blvd. Groveland, FI 34736 wents uc one: (352)429-9429 • (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS011 Printed: Mon, Jul 9 2018 od Information: Address: EOR Name and License Number: merlVame: CreeksldeLot 11 j lorton 3142 Tidewater Cir ipNon: C/ry, State, Zip: &Galen-2432 "H" OL Fort Pierce, FL jading Information: Lands: - Floor Loads: ve: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 5 Code{ Wlnd Std: Wind Speed: Bldg. Useage: Buliding Type: Wind Type: 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M s or sheets covered by this seal from: 1 thru 44 Total 44 f DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A2 3 A3 4 A4 5 A5 6 A6 7 A7 8 A8 9 A9 10 A10 it All 12 Al2 3 B1 14 B2 15 ail 16 BJ3 7 BJ5 18 EJ5 19 EH 20 CJ5 1 CJ7 22 Mvi 23 MV2 24 MV3 5 MV4 26 4M1 27 4BJ1 28 4BJ3 9 4CJ5 30 FTi 31 FT2 32 FT3 3 FT4 34 FT5 35 FT6 36 FU 7 FT8 38 FT9 39 FG1 40 FG2 1 4EJ3 42 4CJ3 43 4D2 44 4D1 ^. pfvWyq �d ^ aOIglWiry W Manuel MaNnezc=USo=1 , denTnntACES &u(ress Representaeve, ou=M AND EASSOCIATES # � PAm=manuei Mariner, 4 �g 'ne 92342.1920030U.100.1.1=A0109800000014 , 89b00002 11F Y Adobe DCvea1-20.00630418 f. 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FILE COPY Page 1 of 1 Job Number: 136DCS011 Ply. 1 SEQN: 684346 / T9 / COMN k4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 3 FROM: GLM a DRW: Truss label: Al Wgt186.2lbs 1 _.. 071013, 018 �18'9°t 77"13 2'2 14'10"4 16'10" T' 11 12 26'0.9 33'8" 1113 6'82 1'11'1 7'2°13 77°7 Ft5xri n m3X 34 112X4 M X6 -3X4 -3X8 -3X4 -4X6 112X4 SEAT PLATE REQ. 1' 4'5"15 7 "12 2'3"4 2'34 2'6°12 4'5115 7'6°7 F T6"1 12' 14'6"12 16'10" 19'1"4 r 21'8° F z61"15 + 33'8" 1 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 21.79 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.37 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Hangers 1 Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. `m r, Snow Criteria (Pg,Pf in PsF) DefilCSl_ Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi U# Loc R / U / Rw / Rh / RL / W Pr NA Ce: NA VERT(LL): 0.153 L 999 240 g 1327 1636 / 714 / - ! 255 / 8.0 Lu: NA Cs: NA VERT(TL): 0.418 L 999 180 1 1263 1598 / 653 1- / - / Snow Duration: NA HORZ(LL): 0.057 J - - Wind reactions based on MWFRS HORZ(TL): 0.106 J - - B Min Big Width Req = 1.6 Code / Misc Criteria Creep Factor. 2.0 1 Min Brg Width Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.527 Bearing B is a rigid surface. TPI Std: 2014 Max BC CSI: 0.579 Bearing B requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.876 F1/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 A - B 23 0 E - F 1190 -1651 B - C 1541 -2530 F - G 1197 -1661 C - D 1207 -1934 G - H 1244 -1935 D -'E 1230 -1922 H -1 1594 -2645 Maximum Bot Chord Forces Per Ply (Ills) Chords Tens -Comp. Chords Tens: Comp. B - P 2365 -1329 M - L 1696 - 872 P - O 2361 -1328 L - K 2376 -1355 O - N 2361 -1328 K - J 2376 -1355 N - M 1695 - 881 J -1 2381 -1356 v ltt 1 1?Br�u Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. . Webs Tens, Comp. P - C 300 -17 C-N 487 M - G 50i G-L 463 -664 -715 -212 r N-E 451 -199 L-H 5�3 -731 E - M 505 -662 H - J 304 -30 F - M 1269 -922 km ZVI. STATE OF @ \\ f� 4DDi5H 58785D3D�SC A4Df0f 796E EU r9 i .acresanaaan €s§�,aa�xecss�w�r weja"a:wan�m, gY14L.ik.a79S3}essc9ssi»v"c�¢ASrP#9 i iC�s4z4za9imtt#�&, csarr3�z �amsSeNeddc�tAc�psmd�dami*$ YrAtP�Sa+td tr.�eesx�l6rv8amn�jt[Rttaatd'. scs�ttta. � ""WARNING— READ'AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT" FURNISHTHIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme pre in fabricating; handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, bV T.PI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporartyy bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI sections B3, B7 or 870, as applicable. Apply plates to each face of truss and position as shown above and on the Join, Details, unless noted otherwise. (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawi3g,any failure to build the truss in conformancewith ANSI PI 1, or for handling shippinp, installaUon and bracing of Wsses.A seal on this dgrewing or cover pa e. . listing this drawing indicates aceep�ance of proiessidnaT engineering responsibility solely for the design shown. The suttabdity and use of this grawine for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 1 r T Job N tuber: 136DCS011 Ply: 1 SEQN: 684344 / T45 / COMN 4EGB Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss bel: A2 Wgt 186.2 Ibs / .. �I 1 77"13 '2"2 I T7"1"4 1166'0139 33'8"0 3 42 77"7 012X4 m4X6 m3X4 aM8 m3X4 m4X6 102X4 07/09/2018 `ao a4X4(A2) SEAT PLATE REQ. SEAT PLATE REQ. 33,8" 7'6"1 4'5"15 2'6"12 2'3"4 TW4 2'6"12 4'S"15 + T6"1 T6'1 + + + 12' 14'6"12 16'10" 19'1"4 21'8" 26.1"15 33'8" Loadir ig Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too UdellU# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.152 N 999 240 B 1326 / 635 / 714 / - / 255 / 8.0 BCLL: 0-00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.417 N 999 180 1 1264 / 598 / 653 / - / - / 8.0 BCDL: ! 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.056 J - - Wind reactions based on MWFRS Des L 37.00 EXP: C HORZ(TL)� 0.105 J - - B Min B �Width Req 1.6 NCBC �L: 10.00 Mean Height: 21.79 ft Code / Misc Criteria Creep Factor. 2.0 1 Min B Width Re 1.5 r9 , q Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.523 Bearings B & I are a rigid surface. Load E 1.25 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.573 Bearings B & I require a seat plate. Spacin luration: . 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.876 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): Wind Duration: 1.60• WAVE VIEW Ver. 17.02.02.1208.15 A - B 23 0 E - F 1189 -1659 Lumb "� B - C 1540 -2628 F - G 1195 -1659 C - D 1205 -1932 G - H 1243 -1933 Top ch Bot chord rd 2.4 SP #1 2x4 SP #1 D - E 1229 -1920 H -1 1588 -2637 Webs 4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. MembE I design based on both MWFRS and C&C. B - P 2363 -1328 M - L 1694 -871 P - O 2359 -1327 L - K 2367 -1349 O - N 2359 -1327 K - J 2367 -1349 N - M 1693 - 879 J - 1 2372 -1350 i!ffildt Maximum Web Forces Per Ply (Ibs) MA Webs Tens.Comp. Webs Tens. Comp. GVVS `� * a,�; P-C 3W -17 M-G C - N 487 - 715 G - L 507 -664 452 - 211 NO ^. J04.71*s N-E 451 -199 L-H 530 -724 E - M 505 - 662 H - J 301 -28 " w F - M 1268 - 922 00 'I 4001585829 5D304C3CA4DE0E 7968 ED P9. rr�curan�smae»aez'•asa+tsrt�Z',asans sav�ay,xsr v�zunraeq rtt�..cta.aarzssien�ser�eaat�.,�fasr�a•t �AafcMcz+�ca%a I iI Mu;:.axslBtBsd�#aa^kaecID:3ad,sad�4 sasL•.4 seNtBaff b23ui6Ettka{ do944a8ffi!is.46t1 M&I'Mana'& cIILiaS. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo bnf Safety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached npid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as appl Fable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawing 160A-Z for standard plate positions. Alpine, division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in nformance with ANSIffPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page- - listing t'ts drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and us of this drawing for any structure is the responsibility of the Building Designer per ANS11TPI 1 Sec.2. Cn"...nw :nfn...."I:nn "nn N.�� �n1.Y nnnnwl nn1n� n"nn �nA N.xn..ml. �Anc AI DIAIC- .u.".r olnineA.., mmTDI• .w.u. Ininel nmC[](`A• ..nuu el.rinArefni min- If`!`- wuu✓.rne"fn I,T t Job Number: 136DCS011 Ply: 1 SEQN: 684353 / T6 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: A3 Wgt: 168.0 Ibs .. / ... 07/09/2018 I r m t —47 77"12 2"2 15' 18'8" 25'5"14 2r6'p"4 33'8" r 7'7"12 6'9"14 3'8" 6714 77"12 05X8 --5X6 E F 1112X4 a4X6 a3X4 a3X8 =4X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 33'8" �1' 4'6" 3' 36"4 3'1"12 4'6" 7'6" 1� 7'6" 12' 15' 18'6"4 21'8" 26'2" 33'8" Loading Criteria (pso 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 / Wi TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.144 N 999 240 B 1325 / 637 / 727 ! - 1243 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(iL): 0.392 N 999 180 1 1325 / 637 1727 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.057 K - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ(TL): 0.107 K - - B Min Brg Width Req = 1.6 Mean Height: 21.41 ft Code / Misc Criteria Cree Factor: 2.0 1 Min Brg Width Req = 1.6 NCBCLL: 10.00 P TCDL: 4.2 psf Bearings B & I are a Iri id surface. Soffit 2.00 BCDL: 5.0 sf Bldg Cade: FBC 2017 RES Max TC CSI: 0.540 9 g P Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.606 Bearings B & I require a seat plate. I Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.423 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE I VIEW Ver: 17.02.02.1208.15 A - B 23 0 F - G 1269 -1875 Lumber B - C 1619 -2632 G - H 1245 -1888 C - D 1250 -1895 H - 1 1616 - 2632 Top chord 2x4 SP #1 D - E 1274 -1883 I - J 1123 0 Bot chord 2x4 SP #1 E - F 1261 -1674 Webs 2x4 SP #3 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Camp. member. Or 1x4 "T" reinforcement. 80% length of B - P 2367 -1361 M - L 2363 -1387 web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails P - O 2363 -1361 L - K 2363 -1387 @ 6" oc. O - N 2363 -1361 K -1 2367 -1387 N - M 1671 - 876 Wind �yrffi9iod%� Member design based on both MWFRS and C&C.t d� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp_ Webs Tens. Comp. a �`"+t✓ P - C 312 -16 M - F 429 - 256 4, °�' C - N 527 - 753 M - H 630 758 E-N 427 -215 H-K 314 -17 E-M 189 -183 a� a �itlAt.� I 9DDlitl i8285D3D 9C3C R8DEDE 7959 EDra rasamr.aataa�a agscnms,sa�atg tnx sa aaxexaea;, PC {2t. tit. tA7tLt7 49 tka a adzasA a4ara 1 a txM 3 .aa�aarkx+�aea�a, �rtzsde S+aTat =WtassseL^.M4e aflxidtow i T�td¢.&'+4L3.A9Aefrt58s'I .i69a0. Et b. vtr0aW as3A7id�7-:.a6i'. czsixs. '"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anctSBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporarryY bracing per BCSi. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or 610, as applicable. Appty prates 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. Alpine, a division of ITW Buildln!�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI> fPI 1, or for handlin% shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro essionat engineering responsibility�solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbdndu .com: CC: www.iccsafe.o Job Number: 136DCS011 Ply: 1 SEQN: 684348 / T3 / HIPS 4EGB balen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: A4 Wgt 166.6 Ibs .. / ... 07/09/2018 =3X T7'12 �'2"2 15' 18'8" LL 25'5"14 "4 33'8° I' 77°12 6'9'14 3'8• T 6'9"14 77'12. e5X8 E5X6 E F 12X4 =4X6 =3X4 m3X8 =4X6 12X4 SEAT PLATE REQ. 338" 76" + 46° 3 + 36"4 '1 31"12 46" } 76" 7'6" 12' 15' 18'6"4 21'8' 26'2' 33'8" Loadli ib Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL:' 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.144 M 999 240 B 1327 / 638 / 727 / - / 230 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.394 M 999 180 1 1263 / 600 / 666 1- /- / - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.057 J - - Wind reactions based on MWFRS Des L i 37.00 EXP: C HORZ(TL): 0.107 J - - B Min Brg Width Req = 1.6 NCBC : 10.00 Mean Height: 21.41 ft Code / Misc Criteria Creep Factor. 2.0 1 Min Brg Width Req = Soffit: 2.00 - TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.554 Bearing B is a rigid surface. BCDL: 5.0 psf Bearing B requires a seat plate. Load E uration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.615 Spacinl : 24.0 " C&C Dist a: 3.37 ft. Rep Factors Used: Yes Max Web CSI: 0.433 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1264 -1679 Lumb B - C 1632 -2636 F - G 1284 -1881 op ch rd 2x4 SP #1 C - D 1265 -1900 G - H 1260 -1894 Tot ch Fr 2 SP #1 D - E 1288 -1888 H - 1 1659 -2652 Webs )C4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Brawn Chords Tens.Comp. Chords Tens. Comp. (a) Cot iinuous lateral restraint equally spaced on B - O 2372 -1419 L - K 2384 -1421 member. Or 1x4'T" reinforcement. 80% length of O - N 2367 -1419 K - J 2384 -1421 web me tuber. Same species & SRB grade or better, attachE with 8d Box or Gun (0.113"x2.5",min.)nails N - M 2367 -1419 J - I 2388 -1421 @ 6" o I' M - L 1676 - 936 Hange, /Ties a� ,.$ Maximum Web Forces Per Ply (Ibs) (J) Ha ger Support Required, by others�N����� &woWebs Tens.Comp. Webs Tens. Comp. xexrr* Wind ,� °sxss'> � O-C 312 -16 L-F 431 -268 Memb ,r design based on both MWFRS and C&C. A� �v°*7 *' C - M 526 -753 L - H 558 -776 ,. ® E-M 427 -217 H-J 318 -25 it S E - L 190 -183 40015858285DSDSCSC A4DE DE7960 ED F9 Mr is psimain OWWWR i, Wa'WUW4" mmmwortrra, Pt CA."eniEt)a th.". sN�-a.ra a3NAJ m1i�c�9' 4�antadn aac,��cr�ialdP3sduimsrt sa:asrsc&rsf4�redrarcc8 -Eu.8eU3 aoNatemitatsmro."eaasihx axrtli9 CAsr.Y ktlraf . umfes. `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo en � Safety Information, byy TPI and'SBCA) r satPety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attach 'rigid ceilinct Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as appli able. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (Zefer to drawing ' 16DA-Z for standard plate positions. Alpine, (division of ITW BuildinclComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in nformance with ANSITI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa�gge, listing t is drawingg indicates acceptance of pr 3 essiona engmeertn responsibility solely for the design shown. The suft tbflity and us 'i. of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. t Job Number: 136DCS011 Ply: 1 SEQN: 684333 / T15 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: A5 Wgt: 166.6 Ibs .. / ... 07/011018 SEAT PLATE REQ. TT'12 TT'12 13' 5'4"4 20'8" + 264 0"4 + 338" T TS" 5'"4 77"12 va5X8 Z!5X6 D E 192X4 m3X6293X4 =5X8 1112X4 TB" 76"4 + 5'7 12 + 7'6" T6" 20'6"4 26'2" 33'8° i 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) I , 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 B 1327 / 640 / 736 /- / 202 18.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.141 J 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.386 J 999 180 G 1263 / 602 1674 1- /- / - , BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.055 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.103 H - - B Min Big Width Req = 1.6 Code / Misc Criteria NCBCLL. 10.00 Mean Height: 20.99 ft Creep Factor. 2.0 G Min Br Width Re - 9 q Soffit: 2.00 TCDL: 42 psf BCDL: 5.0 psf p ode: FBC 2017 RES BldgC Max TC CSI:' 0.571 Bearing B is a rigid surface. g 9 i Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.527 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 It Rep Factors Used: Yes Max Web CSI: 0.453 Loc. from endwall: not in 9.00 It FT1RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): VIEW Ver: 17,02.02.1208.15 A - B 23 0 D - E 1374 -1867 B - C 1645 -2604 E - F 1411 -2068 Wind Duration: 1.60 WAVE Lumber C - D 1422 -2075 F - G 1d59 -2621 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. No .,' w STATS. ivllrRt:#: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - L 2337 -1427 J - 1 1863 -1087 L - K 2333 -1427 I - H 2�5O -1429 K - J 2333 -1427 H - G 2354 -1430 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp- L - C 248 -18 I - E 470 -231 C - J 395 - 546 I - F 417 - 570 D - J 469 - 208 F - H 256 - 31 D-1 178 -173 QM55 MA 5D3D 9C3C MDE W i966 Eii f9 rnnttcmeais�es+eaeu�tasrs�tam+asreg eza�a�raztt &t r%- 3 it 89 Y! B7S m c5s 3aLx &ism A aWaa a 3wb f d'L$c�t�A 'f]S?QCti@S $1 `L�fY-4fEfi4am HCttP.6:`d4Gta'r�C�:Y3�'d ffTY�$ i and7J¢4:.'A3 e�otu?5J ffia �rmtagaMx:' cam. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatin , handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Col Safety Information, by TPI an � SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attached rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW 8uilding Components Group Inc.,shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIlI PI 1, or far handiin% shipping, installation and bracing of t usses.A seal on this drrawing or cover page_ . listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The su' brlity and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Fnr mnra infnrmatinn see this inh's nr_neral rates oaae and these web sites: ALPINE: www.aloineitw_com: TPI: www_minstom: SBCA www.sbcindustrv.com: ICC: www1csafe.om i Job N inber: 136DCS011 Ply: 1 SEQN: 684357 ! T11 / HIPS 4EG6 Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss 4el: A6 Wgt: 166.6 Ibs / ... 0710912018 i_ 77"12 1T 20'8" r' + r 4 33'8" 5'4"4 TB" 7T127712 26 fl5X8 �_5X6 D E i 1 =4X It2X4 WX6=3X4 =5X8 102X4 SEAT PLATE REQ. SEAT PLATE REQ. 33'8" 1' T6" 4'6" 1' _ 7'6"4 5'7"12 7'6" �_1. 7'6" + 12 +13' 20'6"4 + 262° 33'8" Loadi )g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 1 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc UdellU# LOG R / U / Rw / Rh / RL / W TCDL: � 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.141 K 999 240 B 1325 1639 / 736 / - / 216 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.384 K 999 180 G 1325 1639 / 736 ! - /- 18.0 BCDL: '1 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.055 1 - - Wind reactions based on MWFRS EXP: C Des Ld. 37.00 HORZ(TL): 0.103 1 - - B Min Brg Width Req = 1.6 Mean Height: 20.99 ft G Min Br Width Re 1.6 NCBC : 10.00 TCDL: 4.2 sf Code / Misc Criteria Creep Factor. 2.0 9 q P Bldg Code: FBC 2017 RES Max TC CSI: 0.552 Bearings B & G are a rigid surface. Soffit: 2.00 BCDL:5.0 sf 9 P Bearings B & G require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.523 Spacin : 24.0 " C&C Dist a: 3.37 it Rep Factors Used: Yes Max Web CSI: 0.439 Loc. from endwall' not in 9.00 It FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18' Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1402 -2061 Lumb i'I B - C 1632 -2599 F - G 1632 -2600 Top chFd 2x4 SP #1 C - D 1408 -2070 G - H 23 0 Bot ch rd 2x4 SP #1 D - E 1370 -1861 Webs x4 SP #3 Maximum Bot Chord Forces Per Ply (ibs) Wind j Chords Tens.Comp. Chords Tens. Comp. Memb i design based on both MWFRS and C&C. B - M 2332 -1369 K - J 1858 -1027 M - L 2329 -1368 J -1 2329 -1394 L - K 2329 -1368 I - G 2333 -1395 Maximum Web Forces Per Ply (Ibs) �A010111101t Webs Tens.Comp. Webs Tens. Comp. ".k M-C 248 -17 J-E 468 -216 b. "+ a fQr C - K 396 - 547 J - F 40D - 553 D - K 469 - 208 F - I 252 -18 647102, D-J 176 -172 STATE 4001555828 M309M MU DE 7965 ED f9 'MtR i3fPA MYDFMdAR.•fGtica9)€'yYJOIISCtaaffiJCy Mlbit W11BM$ f£In-a-"1:12) W maim tdt abm aimasYW3 a;t:4arsaea9e. Si��Bsxsaitt�snetas2 �cactctzstssra� �'gxiea wd asak3 .a^.d'a$� 8rA<=a;n&cSms6a19�str3mnse 6e u�tr 'uraGYdadar�- ccv�a. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and'SBCA) far safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathin and bottom chord shall have a properly ,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, B7 or B10, 2 e. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (tefer to 60A-Z far standard plate positions. vis!on of ITW BuildinccL�Components Group Inc, shall not be responsible for any deviation from this drawin any failure to build the iformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page. . drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability �f this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS011 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: A7 T -4X� 1 � Ply: 1 SEQN: 684361 / T131 HIPS Qty: 1 FROM: GLM DRW. Wgt:169.41bs .. / ... 77"13 11' 16'10" 22'8" 283 33'8" 77.13 3'4"3 5'10" 5'10" 3'4"3 77"13 1112X4 112X4 m3X4m3X6 m3X8 !�3X6--3X4 32X4 t 1 018 SEAT PLATE REQ. SEAT PLATE REQ. 33'B" 7'6"1 3'5"15 1' 4'10" 4'10" 1' 3'5"15 7'6"1 1 T8"1 11' 12' 16'10" 21'8" 22' 26'115 T 1 Loading Criteria (psi) Wind'Criteria Snow Criteria (Pg,Pf in PSF) Defi/CS1 Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W, TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.161 E 999 240 B 1325 / 640 / 739 /- / 188 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.437 E 999 180 H 1325 / 640 / 739 1- / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.055 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.102 J - - B Min Brg Width Req = 1.6 i NCBCLL: 10.00 Mean Height: 20.58 ft Code / Misc Criteria CreepFactor: �. H Min Br9 Width Re0 q = 1.6 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.534 P Bearings B & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.502 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.277 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply i s. Chords TensChords Tens. Comp. GCpi: 0.18 Plate Type(s): .Comp. it Wind Duration: 1.60 WAVE VIEW Ver, 17,02.02.1208.15 A - B 23 0 E - F 1623 -2305 Lumber B - C 1661 -2597 F - G 1526 -2216 C - D 1526 -2216 G - H 166'1 -2597 Top chord 2x4 SP #1 D - E 1623 -2305 H -1 123 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Wind Chords Tens -Comp. Chords Tens. Comp. Member design based on both MWFRS and C&C. B - p 2330 -1395 M - L 2001 -1169 P - O 2327 -1395 L - K 2001 -1169 O - N 2001 -1143 K - J 2327 -1421 N - M 2001 -1143 J - H 2330 -1421 Maximum Web Forces Per Ply (Ibs) i�ffi� Webs Tens.Comp. Webs Tens. Comp. ;* �3**s*r�r�e�* �3 4 y� � .��`� P - C 228 -21 M - F C O 345 F K 388 277 387 240 - -446 - " C 'i.' °* D - O 387 -240 K - G 345 -448 z D - M 388 - 278 G - J 228 - 22 E - M 312 -355 *� STATE O 0 *w At A A$ORA � SF�tUt1:#: 4001505S7ESDSD9CSCA45EDE7960Eef4 .rnzscMmwoaeF. �+asaysaxsteIDmp v:an,8.;nutxaef, &YiR, iA'. tli9�&Sr2t51%sR YSEic tR+'3at' &ib9'x4 x..8f BSWA*i macx0anse�s. '3Yb5L$tS$Si=46i i3�4 Q`:itil!?tR23Cd�LYIFR*iL�'1!1{ fi$,'L4 ffiCI Y1Yi3@ 'mdCR¢SYA2 is9AeY�al�+[O'.ea�r4 L•m ucYA4lonsap+dattrzt�: cas�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 fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comport Safety Information, byV TPI anc7'SBCA) f0 safpety practices prior to performing these functions. Installers shall provide temporary bottom have bracing er BCSi.. Unless noted olherwise,top chord shall have properly attached structural sheathingg and chord shall a propperly ceiling Locations shown for lateral restraint of webs shall have bracing Insfailed BCSI sections B3, B7 or 610, attache rigid permanent per as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alppine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the tNss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , for the design The sw brlrty listing this drawingg indicates acceptance of pprofessrona engineeringg responsibility solely shown. and use of this drawing for any structure is the responsibility of the tuiIdinpg Designer per ANSI1TP11 Sec.2. For more information see Ihis'ob's ceneral notes pacand these web sides: ALPINE: www.al inedw.co TPI: www. into ; SBCA: www.sbcindu .com; [CC: www.iccsafe.org Job N 'inber. 136DCS011 Ply: 1 SEQN: 684329 / T14 / HIPS 4EG6 Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss bel: A8 Wgt:169.4lbs / ... 07/09/2018 �f I 77"13 11' 16'10" L 22'8" 280"333'8" + + i T7"13 3'4"3 5'10" 5'10" 3'4"3 77713 1112X4 D=6XB E =6X6F 12 T 5 F,;P- 103X4C G i�3X4 _ `I* m B H—4X4(A2) 1 =4X&(A2) , 1 102X4 =— X4 3X6 3X8— 3X6=13X4 012X4 i SEAT PLATE REQ. 338" I T6"1 3'S"15 1' 410" 4'10° 1' 3'S"15 T6"1 7'6"1 11' 12' 18'10" 2'15 22' 26'1"15 33'8" Loadii ig Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W TCDL: j 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.161 E 999 240 B 1327 / 642 / 739 / - 1175 / 8.0 BCLL: f 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.440 E 999 180 H 1263 / 604 / 677 / - /- / - BCDL j 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.055 1 - - Wind reactions based on MWFRS Des L i 37.00 EXP: C HORZ(TL): 0.103 I - - B Min Brg Width Req = 1.6 NCBC Mean Height: 20.58 ft Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = - L: 10.00 Soffit TCDL: 4.2 psf Bearing B is a rigid surface. 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.560 P Load E'ration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.529 Bearing B requires a seat plate. Spacin Il: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.280 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Pie (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ve, 17.02.02.1208.15 A - B 23 0 E - F 1643 -2312 r B - C 1674 -2602 F - G 1533 -2227 Lumb 'I C - D 1540 -2221 G - H 1677 -2620 Top ch Bot ch rd 2x4 SP #1 'i'd 2x4 SP #1 D - E 1643 -2312 Webs jC4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Hangel /Ties Chords Tens.Comp. Chords Tens. Comp. (J) Ha ger Support Required, by others B - O 2335 -1453 L - K 2009 -1196 Wind O-N 2331 -1453 K-J 2009 -1196 N - M 2005 -1202 J - 1 2349 -1456 Membi r design based on both MWFRS and C&C. M - L 2005 -1202 1 - H 2353 -1457 ,dill E y l Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. �+� «w'� •�*Is O-C 228 -21 L-F 386 -272 * C - N 344 -447 J - G 357 -466 w w D- N 387 -240 F- J 396 -246 aNO 04.711812 1, looD- L 391 -280 G- 1 233 -35 E-L 314 -356 e Y STATE OF $� gq'¢�A� V� �V �� �q�0' Yxy 3i "# Tit V,ON I . QM585828 5D3D 9C X M DE DE r9 N W r9 srasttemdsscaenr�rsaese��s'�sasa�c s.xxaa�r ra�auatazn».r_g ar (Fi.1iG Oar2azf 61 LhD dSfa fEzaYma SbSv3 ee3�, sSNYi i <m3m. I �rmmt�sswnesa;auas�acvrr:d � ss�nra �a2 rmzgre snds#o £.4k2sstEcttfx8hme�m rov.9 � ucaitic� �sc9akN�ria csxdrz it **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses Compo reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building i Safety bracing Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary ;er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache as appli ,rigpid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 61D, ble. Apply plates to each face of truss and as shown above and on the Joinf-Details, unless noted otherwise. (2efer to drawing Alpine, position 160A-Z for standard plate positions. `division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss !n listing t onformance with ANSIrI PI 1, or for handling shippingp, installation and bracing of trusses.A seal on this drrawing or cover page, _ , is drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility and us of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more i iformation see this'otft general notes page and these web sites: ALPINE: www.al ineitw.oam: TPI: www. inst.o • SBCA: wwwsbcindu .com; ICC: www.iccsafe.o ' T T IJob Number: 136DCS01I Ply: 1 SEQN: 686323 / T27 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: A9 Wgt 177.8 Ibs / .. 07/0 /2018 4'9"14 9' 16'9" 24'0"13 31'8"1 33'8" 4'9"14 4'2"2 7'9" T3"12 T7"4 1'11"1 o5X8 T �3XI 1 SEAT PLATE REQ. 7'5"8 9' 16'5"8 =3X4 M5X6 H5X6 w3X4 -4X6 ®4X12 g4X4 33'8" 52"8 2'4'13 77"4 1'11"1 24'0"13 31'8".1 338" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CS1 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 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.199 E 999 240 B 1331 1749 / 766 / - / 168 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.545 E 999 180 1 1259 / 717 / 600 / - / - / BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.049 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.092 I - - B Min Brg Width Req = 1.6 NCBCLL: 10.00 Mean Height: 20.16 ft Code / Misc Criteria Creep Factor. 2.0 1 Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.645 Bearing B is rigid surface. g a 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.663 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 it Rep Factors Used: Yes Max Web CSI: 0.709 Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEWVer:17.02.02.1208.15 A-B 23 0 E-F B - C 1761 -2688 F - G 1599 -2359 1599 -2359 Lumber C - D 1617 -2449 G - H 506 -737 Top chord 2x4 SP #1 D - E 1922 - 2848 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Maximum Sot Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a) Continuous lateral restraint equally spaced on B - N 2435 -1715 L - K 2861 -1877 member. Or lx4'7" reinforcement. 80% length of N - M 2-1501 K - J 692 461 web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails M•- L 2861 61 -1877 J - I -1 1 @ 6" oc. Maximum Web Forces Per Ply (Ibs) Hangers lTies �1kt#itiiiyffilgt Webs Tens.Comp. Webs Tens. Comp. (J) Hanger Support Required, by othersM A C - N 236 -225 F - K 358 -416 Wind, ��a D-N 373 -104 �A�. D - M 691 -435 K-G 1862 -1200 G - J 68b -888 Member design based on both MWFRS and C&C. 902 M-E 272 -167 �� J-H 134 -831 Right end vertical not exposed to wind pressure. E - K 383 - 565 H -1 869 -1278 r ' a ��. 4 v; ✓ . o 0V %$smU.syytww9z too i 40D1585$2M05D9C3C A41X DE 7968 ED F9 .fnn�sr,nszc¢ensxuvaeeralrs�ag�assq+z�cvatusttx� a six-�, venal en rf��+sm at�a ua as*,e"t s�azeeim s�i#uaznlzS�fiaxsxrcazt �s�stesss+srsdfv.%93sralsa 8fi9%ta@Si/M A.. G1"Y69CAtiffit teY W$fh �%dIIdeYYAL. ES:S�i. � I •'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinft, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV TPI ancc�7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryy bracing BCSI. Unless chord shall have attached structural sheathingq and bottom chord shall have a propperly per noted olherwise,top properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, 67 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Jo1n Details, unless noted otherwise_ (2efer to drawings 160A-Z for standard plate posltlons. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the I..in conformance with ANSI PI 1, or for handlingf shippin�, installation and bracing of trusses.A seal on this drawing or cover page_ , for the design The sui billty listing this drawing indicates acceptance of pro essiona engineering responsibility solely shown. and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP1 I Sec.2. F-- in —fine — this iW. .—I nnfa<nano and thaw —h sit—, Al PINT, unxv.alnina tw_mm, TPI• www.ininst.nm: SBCA: www-sbcindustrv.com: [CC. www.Iccsafe.Om Job Ndmber. 136DCS01I 4EGB alen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss bel: A10 T� 1 m3XI l I SEAT PLATE REQ. I Ply: 1 SEQN: 684365 / T8 I HIPS Qty: 1 FROM: GLM DRW: Wgt:162.4lbs .. / ... 07/09/2018 4'9°14 9' 16,10" 24'8" 28'10"2 3311" 4'9°14 4'2"2 T10" 7'10" 4'2"2 4'9"14 i�a5X8 1112X4 =5X8 �� D E F 5(A1) SEAT PLATE REQ. h1'+ 9' F 3' I 4'10" 410" + 3 r 9 I.1"I 9' 12' 16'10" 21'8" 248" 33'8" I t Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: Ir 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.207 E 999 240 B 1325 / 751 / 737 / - / 160 / 8.0 BCLL: '� 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.561 E 999 180 H 1325 1751 / 737 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.059 J - - Wind reactions based on MWFRS Des LdFI 37.00 EXP: C HORZ(TL): 0.109 J - - B Min Brg Width Req = 1.6 Mean Height: 20.16 it Code I Misc Criteria Cree Factor. 2.0 H Min Brg Width Req = 1.6 NCBC L: 10.00 P TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: I 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.630 9 P Bearings B & H require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.695 Spacin ll: 24.0 " C&C Dist a: 3.37 It Rep Factors Used: Yes Max Web CSI: 0.670 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(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 I VIEW Ver: 17.02.02.1206.15 A - B 23 D E - F 1951 -2851 Lumbe B - C 1765 -2674 F - G 1618 -2434 C - D 1618 -2434 G - H 1765 -2674 Top ch 'rd 2x4 SP #1 D - E 1951 -2851 H -1 23 0 Bot chc rd 2x4 SP #1 Webs x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Memb design based on both MWFRS and C&C. B - N 2422 -1518 L - K 2217 -1325 N - M 2217 -1299 K - J 2217 -1325 M - L 2217 -1299 J - H 2422 -1544 Maximum Web Forces Per Ply (Ibs) �jt Webs Tens.Comp. Webs Tens. Comp. "�.:MA d C - N 243 -227 L - F 704 484 wry\ G!+„t�,r4 D-N 383 -108 F-J 363 -108 '. D - L 704 -484 J - G 243 227 o W162, a4 E - L 395 -463 ® STATE OF*; fi =3X4 =3X6 =3X8 33'8' 3X6 =3X4 40815E M285D3D 9C3C A4DE DE 7968 EA P9 - xncsrasaamattzurmcrua�;vasrvaap re�rnsn�sa, �S�i.#�x.aariaaJen tosaue rks�aE2saua&gasa&-7 miithnstFras�er <�".e, ar�xaEasy�wx arai& cncxxxast an nexeasraad eft ac � xmuC �fTka yMAv4�ziEafaYxtmflYc9etcksT 6a v6r7� GYiA7 P�Qtxfh'T� mmlax. '*WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building t Safety. Information, by TPI and SBCA) o'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Ccid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, . Apply plates to each face ottruss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. vision of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the iformance with ANSI/? PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page drawing indicates acceptance of ppro$essrona engineering responsibility solely for the design shown. The suitability A this drawing for any structure is the 'responsibility of the Building Designer per ANSIITPI 1 Sec.2. T IJob Number: 136DCS011 Ply: 1 SEQN: 6863251 T46 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: All Wgt 207.2 lbs / ... 07/0 /2018 F1 j� _H030 1�8"1 4'2"15 7' 10'11"14 14'10"1 1- 22'8"2 26'8" 29'S" 33'8" 4'2"15 2'9"1 3'11"14 3'10'2 2'1"15 3'11"14 3'11'14 2'9" 4'3" �8X8 m4X4 It2X4 mH0710m3X4 m4X4 12 D E TC2 F G H I TC3 i8X8J P F�F"*Pl I. pm�w�_, 07 kis, i 1AV I VA_ * i PA AV U T S R Q P O N =3X4 =6X6-H0710 =4X10 =4X4=H0710=6X6 =3X4 fi )t3308(C3) 1 SEAT PLATE REQ. SEAT PLATE REQ. 33B" 3'11 _4 i1'3"1p 41"10 2'8"5 3-11.14 6'8"8 1' 6'8"B 10'8� 210 1 t8'1111 21'8" 13 1 26'11"8 33'8" 1-1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 19.74 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: 3.37 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: Bot chord 2x6 SP M-26 Webs 2x4 SP #3 :W3 2x4 SP #1: Special Loads --(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25) TC: From 55 pif at -1.00 to 55 pif at 7.00 TC: From 28 pif at 7.00 to 28 pif at 26.67 TC: From 55 pif at 26.67 to 55 pif at 34.67 BC: From 4 pif at -1.00 to 4 pif at 0.00 BC: From 20 pif at 0.00 to 20 pif at 7.03 BC: From 10 pif at 7.03 to 10 plf at 26.64 BC: From 20 pif at 26.64 to 20 pif at 33.67 BC: From 4 pif at 33.67 to 4 pif at 34.67 TC: 222 Ib Conc. Load at 7.03,26.64 TC: 1691b Conc. Load at 9.06,11.06,13.06,15.06 16.83,18.60,20.60,22.60,24.60 BC: 483 lb Conc. Load at 7.03,26.64 BC: 126 lb Conc. Load at 9.06,11.06,13.06,15.06 16.63,18.60,20.60, 22.60,24.60 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): 0.505 F 792 240 Lu: NA Cs: NA VERT(TL): 1.364 F 428 180 Snow Duration: NA HORZ(LL): 0.099 N - - HORZ(TL): 0.182 N - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.741 TPI Sid: 2014 Max BC CSI: 0.645 Rep Factors Used: Yes Max Web CSI: 0.529 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): HS, WAVE VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / V 2989 11757 /- /- /- / L 2989 11757 /- /- /- / Wind reactions based on MWFRS V Min Brg. Width Req = 2.5 L Min Brg Width Req = 2.5 Bearings V & L are a rigid surface. Bearings V & L require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 23 -21) G - H 5663 - 9629 B - C 4129 - 7007 H - 1 5656 - 9612 C - D 4035 - 6942 I - J 4981 - 8490 D - E 4983 - 8496 J - K 4035 - 6942 E - F 5663 -9629 K - L 4130 -7008 F - G 5663 - 9629 L - M 23 -20 ii Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 6423 - 3773 Q - P 8619 - 5072 U - T 6370 - 3712 P - O 8619 - 5072 T - S W23 - 6074 O - N 6371 - 3712 S - R 8623 -5074 N - L 6424 -3773 R - Q 9660 - 56M *"t fy 0 aa- � 40 Maximum Web Forces Per Ply (Ibs) r� O' �. Webs Tens.Comp. Webs Tens. Comp. C - U 55 -23 H - Q 415 -457 U - D 549 -144 Q - 1 1245 -725 D - T 2674 -1599 1-0 891 -1256 -STATE OF T - E 885 -1243 O - J 26f6 -1595 t E - R 1243 - 728 J - N 552 -145 } , t 4� �411� F - R R - H 398 -429 37 -39 N - K 55 -23 480158512E 5D309C3CA4Df.D4 7968 tD F9 maim a3 Vtol -UMM04 fl¢9afeA9II4a]wftM�vun V.4 �L Y�-tiL H4Ya$,T1 [iY 15II fdx A9i�`M CBL�aSiWJ 853.94ri'3�.9' �iSdaf4�S. tq +ari ascowneastmame3[ers!^.y."sad+a ao6 i-dmtk �Ae6Yzx�MS s¢ntarrtkz�3es�c�ae rcra.6a uer�C3 m mardm9. c�➢ax. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aaid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, ile. AooTv olates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to a division of mormance "M ANJU 11-1 1, or Tor n a drawing indicates acceptance of this rawing for any structure its drawing,any failure to build the on this drawing or cover pa e ie design shown. The suitability I' I Job Niember, 136DCS011 Ply: 1 1 SEQN: 686320 fT1 / HIPM 4EGB Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss bel: Al2 Wgt:218.4lbs / ... 07/09/2018 it i zi o'27t 4'5"12 7' 11'5"5 15'10"11 19' 12"" 1 24%13 28'10'11 33'8" 4'5"12 2'6"4 4'5"5 4'5"5 3'1"5 4'3"9 4'4"13 4'9"5 12 7X8 m3X4 =3X4=H0710III2X4 e=4X6 m5X8 D E F G H I J -cvoK - - h-q bR ms 1 ho Nos, 7&41� i SEAT PLATE REQ. T S R=nur'u Q P O N =3X4 =6X6 =3X4=4X12=H0710 =4X10 33W 1' 6'8"8 4'5"5 10" 3'7"3 47"1 1'5"1� 4'4"5 f 6'8"8 11'1"13 �12 15'7"3 20'2"4 22 257933 i 103 M L =7X8 1114X10 4'4"13 33'8" TT in Loadirib Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Lee R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf::NA Ce: NA VERT(LL): -0.485 F 828 240 U 2937 11733 /- I- 1- 18.0 BCLL: ` 0.00 Enclosure: Closed Lu: NA Cs.' NA VERT(TL): 1,307 F 449 180 L 3196 11905 / - 1- / - / - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.089 D - - Wind reactions based on MWFRS Des L Y 37.00 EXP: C HORZ(TL): 0.166 D - - U Min Brg Width Req = 2.4 Mean Height: 19.74 ft Code / Misc Criteria Creep Factor. 2.0 L Min Brg Width Req = NCBCLL: 10.00 P - TCDL: 4.0 psf Bearing U is a rigid surface. Soffit: � 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.721 9 9 I P Bearing U requires a seat plate. Load ration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.621 Spacin"I: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.785 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(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 HS, WAVE VIEW Ver. 17.02.02.1208.15 A - B 23 -20 F - G 5403 -9101 Lumb i B - C 4068 -6879 G - H 5403 -9101 Top ch 31rd 2x6 SP 91 :TC1 2x4 SP 91: C - D 3976 -6812 H - I 5403 -9101 Bot ch �d 2x6 SP M-26 D - E 5007 - 8484 1- J 4377 - 7373 Webs IjC4 SP #3 :W3 2x4 SP #1: E - F 5590 -9444 J - K , 2596 -4372 Brawn 1 Maximum Bot Chord Forces Per Ply (Ibs) (a) Cor iinuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. memb Or 1x4'T" reinforcement. 80% length of web member_ Same species & SRB grade or better, B -T 6304 -3714 P - O 7530 -4486 attachE d with 8d Box or Gun (0.113"x2.5",min.)nails T - S 6253 - 3660 O - N 7530 -448e @ 6" o ' S - R 8599 - 50M N - M 4624 - 2764 R - Q 8599 - 5093 M - L 11 - 7 Special) Loads Q - P 9471 -5623 ---(L mber Dur.Fac.=1.25 / Plate Dur.Fac. 1.25) q 4 ye$1���� TC: F om 28 plf at 7.00 to 28 plf at 33.67 lf at 7.00*4 a +t,! �z'�N Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ BC: F om 4 plf at -1.00 to 4 plf at 0.00 BC: F om 20 pif at 0.00 to 20 pff at 7.03 "� C - T 48 -19 H - P 431 -460 BC: F m 10 plf at 7.03 to 10 pff at 33.67No T - D 579 -157 P - 1 1873 -1094 TC: •22 lb Cone. Load at 7.03 a" + D - S 2697 -1628 I - N 1044 -1516 TC: 691b Conc. Load at 9.06,11.06,13.06,15.06 17.06,1 06,21.06,23.06,25.06,27.06,29.06,31.06 . S - E 845 -1131 N - J 3314 -1945 33.06 a` STATE. ,•* E- Q 1018 -soo J - M 1620 -2426 BC: 83 Ib Conc. Load at 7.03 �� 0 „ : Lt � Q - F 313 -260 M - K 5152 -3059 �° F - P 262 -442 K - L 1868 -3012 BC: 26 Ib Conc. Load at 9.06,11.06,13.06,15.06 �� 'g,a �o 17.06,1.06,21.06,23.06,25.06,27.06,29.06,31.06 +� Hange "' / Ties 5E l k (J) Han e'r Support Required, by others 40015358285D3D9C3CA40EDE796SEDF9 , I rnm�ameasosandaceraseaaraa�s�+�cvepurwue�wnau4 Wind rt[sc t s9nulenr5eduma .nyasw a m�snt�asvnsa�s. Wind to ads and reactions based on MWFRS.muer�ra,etatds6arsrtt see sea sarr3 cgraaegexSM Right a ;1d vertical not exposed to wind pressure. "TIM '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, handlinqg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bqq TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attache riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp Ins7alled per BCSI sections 63, B7 or B10, as appli Mid Apply plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. (2efer to drawing ,I160A-Z for standard plate positions. Alpine, !division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in nformance with ANSI 'PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professional engmeertng responsibility solely for the design shown. The suitability and us of of this yawing for any structure is the responsibility of the BBuilding Designer per ANSIITPI 1 Sec.2. For more in oration see this iob's aeneral notes Dew and these web sites: ALPINE: www.aloineitw.mm• TPI- �_toinst om, SBCLL- "m shrindustry min' IC6 www irr_cafe nm Job Number: 1360CS011 Ply: 2 SEQN: 686334 / T10 / COMN 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 1 FROM: AH DRW: Truss Label: 131 Wat 124.6 Ibs I I ... / ... 07109I12101 B 11 4'4"6 6'8"15 10'8" 14'7"1 16'11"10 21'4" 4'4"6. 2'4"9 3'11"1 3'11"1 2'4"9 4'4"6 :H0710 D 1112X4 1118XB(R) E F 1112X4 1115X8(R) =H0710 =5X6 1114X6 SEAT PLATE REQ. SEAT PLATE REQ. 21'4" 1 4'2"10 2'6"5 3'11"1 3'11"1 2'6"5 4'2"10 4'2"10 6'8"15 108" 14'7"1 17'1"6 21'4" 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: 19.69 It NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x6 SP M-26 Webs 2x4 SP 93 :Rt Wedge 2x4 SP #3: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 pif at 21.33 BC: From 4 pif at -1.00 to 4 pif at 0.00 BC: From 20 pif at 0.00 to 20 pif at 7.06 BC: From 10 pif at 7.06 to 10 plf at 21.33 BC: 3196 lb Conc. Load at 7.06 BC: 1259 lb Conc. Load at 9.06 BC: 1263 lb Conc. Load at 11.06,13.06,15.06,17.06 19.06,20.33 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in Ice Udell L/# Loc R / U / Rw 1 Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.265 E 951 240 N 5577 / 3150 / - 1- /_ / 8.0 Lu: NA Cs: NA VERT(TL): 0.707 E 519 180 H 7979 / 4155 I - 1-* /- / 8.0 Snow Duration: NA HORZ(LL): 0.057 1 Wind reactions based on MWFRS HORZ(TL): 0.104 I - N Min Brg Width Req = 2.3 Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 3.3 Bldg Code: FBC 2017 RES Max TC CSI: 0.858 Bearings N & H are a rigid surface. Bearings N & H require a seat bIate. TPI Sid: 2014 Max BC CSI: 0.804 Rep Factors Used: No Max Web CSI: 0.706 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): 1. HS, WAVE VIEW Ver: 17.02.02.1208.15 A - B 11 -11 E - F 3994 -7329 B - C 3696 - 6598 F - G 3672 - 6887 C - D 3879 -6924 G - H 41I7i -7911 D - E 3994 - 7329 0 STATE OF 45015858285D309C3C A4DE DE 7968 EQ F9 .M iS81R=D6 M�Wftuz ffi 4S'3ilD@pM .it W.W044 8*ZriL#3C.D9Y7XJj n'i thadsics5;''°wAHW'rb4Ha4A,SW 7 t170GCibPa ��rsg�etarex�srxa�zsne srenalz ¢indmri scais2 mdtFaFr+XuS sut0<rei�as3mflet Rs earIA t. WAW re.-WWtMwk: coax. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - M 6067 - 3392 K - J 6351 - 33B1 M - L 6086 - 3405 J - 1 7250 - 3821 L - K 6389 - 3574 1.- H 7298 - 3842 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs • Te�j. Comp. M-C 249 -382 K-F 1i96 -751 C - L 373 - 208 J - G 54j1 -1105 D - L 1854 -1078 F - J 1$73 - 867 D - K 1150 -515 G - 1 943 -422 E-K 81 -49 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ore extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly oiId ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Appty plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of rfPI 1; ortor h acceptance any structure its drawin any failure to build the on this drawing or cover page L design shown. The suitability > > II Job Number: 136DCS011 4EGB Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss I bel: B2 5' 5' Ply: 1 I SEQN: 686341 / T28 ! HIPS Qty: 1 FROM: GLM DRW: Wgt 95.2 Ibs / ... 07/09/2018 8'9"15 F 12'4"5 16'4" 3'9"15 3'6'7 Tl1"11 1112X4 =3X4 21'4" 5' 12 C=6X6 D E =6X6 F 5 p — T1 fV 3X6(A1)B C'=3Xfi( at A M L K J I 1112X4 =3X10 =—H0308=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 21'4" 5'1"12 TT3 3'2"1 1 3'6"7 5'1"12 1 + 5'1"12 } 8'9"15 F 12' 1F7 13 16'2"4 21'4" 1 I I li Loadi 'g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSl Criteria ♦ Maximum Reactions (Ibs) TOLL:' 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.153 E 999 240 B 1335 1781 / - / - / - 18.0 BCLL: 0.00 j Enclosure: Closed Risk Category: 11 Lu: NA Cs: NA VERT(TL): 0.419 E 882 180 G 1335 1781 / - / - ! - 18.0 BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.042 1 - - Wind reactions based on MWFRS Des L ' 37.00 EXP: C HORZ(TL): 0.076 I - - B Min Brg Width Req = 1.6 NCBCLL: 0.00 Mean Height: 19.33 ft Code / Misc Criteria Creep Factor. 2.0 P G Min Brg Width Req = 1.6 Soffit: II 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES g Max TC CSI: 0.376 Bearings B & G are a rigid surface. Load I uration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.610 Bearings B & G require a seat plate. Spacin' : 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.362 Loc. from endwall: NA FT/RT:20(0)/l0(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, HS VIEW Ver: 17.02.02.1208.15 A - B 23 -21 E - F . 1857 -3289 Lumber B - C 1565 -2730 F - G 1566 -2730 Top ch'Ird 2x4 SP #1 C - D 1882 -3322 G - H 23 -21 Bot ch �d 2x4 SP #1 D - E 1882 - 3322 Webs 4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Loadi 'g Chords Tens.Comp. Chords Tens. Comp. #1 hip upports 5-0-0 jacks wilh no webs. B - M 2471 -1400 K - J 3334 -1901 Wind M-L 2491 -1403 J-1 2491 -1404 Wind I 'ids and reactions based on MWFRS. ' L - K 3334 -1901 1- G 2471 -1401 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. �� C - M 291 -45 E - J C - L 950 - 548 J - F 324 - 337 921 - 523 *+ D - L 318 - 327 1- F 287 -45 " + L-E 22 -14 4001555828 5D3D 9C8CA4DE DE 7968 ED F9 Pr pL""72u) M. mea.. 8f6 resins 4a104.3 az4�et%'eai�nc�lm Cc. xalit8scoctas:xsu V4mtexruSeraEc eAm�sFakd $7'B SXYSaI!i?1FPSY3YfWCf}$6 eas f#Ex caiiYl W.7 dK-&- "WARNING*` READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) ion safety practices prior tc performing these functions. Installers shall provide temporary bracingI BCSI. Unless noted dtherw!se,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attacheid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 610, as apple. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (fifer to drawing0A-Z for standard plate positions. Alpine,ision of ITT E Iding Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss informan. with ANSIrI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page• listingthis drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and s�j of this drawing, for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. • For more i foonalion see this job's general notes page and these web sites: ALPINE: www.al Ineitw:com: TPI: www. inst.o : SBCA www.sbcindu .com: [CC: www.iccsafe. I I IJob Number: 136DCS011 Ply: 1 SEQN: 688307 / T26 / JACK 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 10 FROM: AH DRW: Truss Label: BJ1 Wgt:11.2lbs / .. 07/09/2018 12 5 C 2X4(A1) B - M 41 D SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10,00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height:,18.49 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C 1' 1� 1i Snow Criteria (Pg,Pf in PSF) Def 11CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R I U / Rw / Rh / RL / PE NA Ce: NA VERT(LL): NA B 148 f 96 / 132 ! - / 41 IW / f3.0 Lu: NA Cs: NA VERT(TL): NA D 11 / 11 119 / - / - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - - C -13 / 26 / 27 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.162 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.014 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ A-B 23 0 B-C 25 -14 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 :flDi5858285rf3D 9C3C hC DE DE i4fie ED f9 , xnsaa�dascama eg�aaammssesxrW+.aaaaxnaat. ' ttr�.t3z.arsstr b'i�ai�s sssin-i auahaa+sks�amt< i doep�xaslrF�dr��ssesa�aas:ae+c3srasd �psedan9a�5s& ��� ��.a���9�aear+ea Ca ver2i� mms9eitttmz� **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, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face.of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildlnf�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIUfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pfle_ , listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The su" brhty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. Pn m info fia — thie 1AW. nanaml nn}x nano and them umh sans• Al PILAF- www aWnM. min, TPI- vnwi_tninstam, SECA : www.sbdndustnr.com, [CC: www1ocsafe.om � II Job N ember: 136DCS011 4EGBGalen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss bel: BJ3 :1, Ply: 1 SEQN: 686309 / T32 / JACK Qty: 10 FROM: GLM DRW. Wgt 12.6 Ibs .. / ... 07/0912018 12 C 5 � 2X4(A1) B A D SEAT PLATE REQ. T M 1 3 ®� 3' Loadir ` Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSi Criteria ♦ Maximum Reactions (Ibs) TCLL: °, 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): NA B 191 1101 / 147 ! - / 84 18.0 BOLL: 0-00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 50 18 / 40 ! - / - 11.5 BCDL: d 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - C 63 / 57 / 21 / - / - / 1.5 Des Ld i 37.00 EXP: C HORZ(TL): 0.003 D - - Wind reactions based on MWFRS NCBC 10.00 � Mean Height: 18.91 ft Code ! Misc Criteria Creep Factor: 2.0 B Min B Width Re q = 1.5 Soffit: 2.00 TCDL: 4.2 sf p BCDL' 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.164 Big D Min Br Width Re g q - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.075 C Min Big Width Req = . Bearing B a rigid surface. Spacin' : 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CSI: 0.000 r Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp- Lumb ►II Top chord 2x4 SP #1 A - B 23 0 B - C 24 > Bot chc rd 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 No 04110.2 a � 40015858285D30 4CSCA4DEDE 7958 EO F9 , -rras¢am�scxma�rrsc s[caape�ttm.s:,aay �aaaaa�wnne;,. r�tst-tt�erngaJas�a�aai�anwsr.�gas+rn-t ea3u ratlti 8t vsmt ,fez #optMau Ana srmawt.i uaa«.e�aroec.rasamwat,. xer rnazydnarottae ua "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI anr7'SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary SCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10 e. AppTy plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (Refer to' 50A-Z for standard plate positions. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the iformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seat on this drawing or cover page_ drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability if this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS011 Ply: 1 SEQN: 686311 / T41 / JACK 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 6 FROM: GLM DRW: Truss Label: BJ5 Wgt: 16.8 Ibs / ... 07/09/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 91-1 SEAT PLATE REQ. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.33 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. 5' 5' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.007 D - - HORZ(TL): 0.008 D - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.301 TPI Std: 2014 Max BC CSI: 0.178 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.16 49015858285DSDSCSC A40EDE 7965 ED r9 ren�unnucmgm{1sate3mnu�mrra&°rrflassasxs9rzrgrs�xzxt wnw� �JiF 4YsPP.$!'eYH ts'S�H. itC42a$ct�Sib1%iU'�Et61bTSrit �i 82# 6%99$L.iY@$ 8§�SRQ.Y^d iffiSri$ eis &W3 ��'rns#Y.RYLtoaxYElhs vcr$� mifrgxksit ccvka. C 1 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 261 / 133 / 189 1- / 128 / 8,0 D 89 117 /67 /- /- /1.5 C 117 /106 /43 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 l D Min Big Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. i Maximum Top Chord Forces Per Plyl(Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 45 -100 I Maximum Bot Chord Forces Per Ply (lb.) 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 Are extreme care in fabricating, handlin shipping; installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of "I NI 1, or for n acceptance any structure its drawin ,any failure to, build the on this drawing or cover page ie design shown. The suitability � I F N inber: 136DCS011 6 Galen-2432"H" OL /DR Horton /4EGB-Galen-2432"H"OL ss label: EJ5 SEAT PLATE REQ. Ply: 1 Qty: 7 Wgt: 16.8 Ibs SEQN: 686336 / T4 / EJAC FROM: GLM C DRW: N CV O7/09/2018 4'11"15 4'11"15 J Loadir Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) j TCLL: j 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 261 / 133 / 189 / - / 128 / 8.0 BCLL: 0-00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 89 / 17 / 67 / - ! - / 1-5 BCDL: 'j 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - - C 117 / 106 143 / - / - / 1.5 Des Ld• 37.00 EXP: C HORZ L 0.008 D - - ) Wind reactions based on MWFRS NCBC : 10.00 Mean Height: 19.33 it Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psi BCDL:50 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.300 D Min Brg Width Req = - Load Duration: 1.25 . MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.178 C Min Brg Width Req = - Bearing B is a rigid surface. S acin' P I: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.00& Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp- Lumbef Top ch 11 d 2x4 SP #1 A-B 23 0 B-C 45 -100 I Botch rd 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Membe design based on both MWFRS and C&C. B - D 0 0 ho 41 #* 0 STATE 00 y. 4DDi5858285D3D9C3CA4DEDE7968•EDF9 . rn��armnascae»aatumsst»ra�x[cana caxsavepux eaewtrnt, . �£9�!}z, tlAYASIj m5 L4et�sin ais4sp,a4araca3rA 3 SS" Cffi�A I�I �t4jW18{BfuYt�.39'.S6Y �'d tl2tH&Yl_��riAa��6W uE�ad�YC8f3� �ad4hs &f4L2 x2fPuc'tetiiaklf� mrWtk'/4-.y[7 d—k RNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusset qquire extreme care in fabricatingp handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compon[ Safety Information, bq TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracingr BCSI., Unless noted dtherv✓ise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheigpid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or810, as applble. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Ltefer to drawingd.160A-Z for standard plate positions. Alpine, al'division of ITW Buildinp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in nfonnance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing f is drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and ust I of this gnawing for any structure is fhe responsibility of the Building Designer per ANSUTPI 1 Sec.2. Job Number: 136DCS011 Ply: 1, SEQN: 686315 / T5 / EJAC 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 25 FROM: GLM DRW: Truss Label: EJ7 Wat 22.4 Ibs ... / ... 07/09/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 T SEAT PLATE REQ. 1 7' 7' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.74 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in too Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.015 D - - HORZ(TL): 0.025 D - - Creep Factor: 2.0 Max TC CSI: 0.489 Max BC CSI: 0.362 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.16 9rrD1585878 St33D 4C3C1t4DEDE 796e ED r9 mssixo+nnasuam�as€�esrrv¢amwsu�rcap r�saruaea�»af, ff2€R.tLt W728i#es IF�¢�cd fE.r�w9.59�+dc*Y'aey a56.V.+! .sm6.ai�ee3� "Pk. C ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL I i B 334 / 169 1234 /- / 174 18.0 D 126 125 / 98 / - / - 11.5 C 169 / 155 / 63 /- / - / 1.5 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (ibs) Chords Tens.Comp. Chords Tens; Comp. A-B 23 0 B-C 65 -127 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B -D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) fo'r salPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a propperly lId ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise, kefer to 60A-Z for standard plate positions. a division of €is drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Nituber: 136DCS011 Ply: 1 SEQN: 686342 / T17 / HIP_ 4EGB Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" Ol- Qty: 2 FROM: GLM DRW. Trusslabel: CJ5 Wgt 23.8 Ibs .. / ... 07/09/2018 i C 12 3.54 p cr) _r' o 2X4(A1) B N A D SEAT PLATE REQ. Ij 7'0"1 �- - 1'5"12 - �I 7'0"1 Loadir g Criteria (psq 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 L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 227 / 142 / - /- /- / 10.6 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 124 / 17 /- / - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.010 D - - C 78 / 57 /- / - / - / 1.5 Des L&I 37.00 EXP: C HORZ(TL): 0.019 D - - Wind reactions based on MWFRS Mean Height: 19.31 ft NCBC L: 10.00 Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 TCDL: 4.2 psf D Min Brg Width Req = - Soffd: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.438 I P C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.388 Bearing B is a rigid surface. Spar; n : 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 itFT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) j Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 12 -11 B-C 28 -16 Lumbe" Top ch rd 2x4 SP #1 Bot ch fir 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Wind to ds and reactions based on MWFRS. B - D 0 0 II MAOf No 047162 STATE OF '+. l 4001585828 51)909C3CA4DE DE 79 68 ED r9 -mfsatctaaasasas aae2senesrtgs¢ar5at�aur#ocg+a3ra:atwna+ry. �tt�•�evfax; esa��am sRaanaa+a@nswma a*1sA' f%netva. Printtdtp�acafi'fdsdrxucaffia�a aatcava5xr+r8 a<gnt.:md caah8 . tnS�s&Lf et.3amwsabx ux'Ofa}mxCpxtfstxM� ccro�a I "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses Compon�n require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary bracing qer BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached as applic lippid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ble. Apply plates to each face. of truss and as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings position 160A-Z for standard plate positions. Alpine, a truss in ` ivision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the listing tf nfonnance with ANSI PI 1, or for handl% shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , is drawing, indicates acceptance of pro essionat engineering responsibility solely for the design shown. The suitability this drawing for is the the Designer 1 Sec.2. and usel jof any structure responsibility of Building per ANSIRPI job's For more information see this general notes page and these web sires: ALPINE: www.al inedw.com; TPI: www. inst.o • SBCA www.sbcindu .com• IM www.iccsafe.orcI Job Number: 136DCSOI I Ply: 1 SEQN: 686313 / T26 / HITDRW: 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 3 FROM: GLM Truss Label: CJ7 Wgt: 37.8 Ibs / ... . 07/0 /2018 54"5 i 9110"1 5'4"5 4'5"12 Loading Criteria (psf) TOLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 125 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Special Loads T i SEAT PLATE REQ. 1-5"12 9'4"2 5"1 9'4"2 tl'io6i Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.72 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 -(Lumber Dur.Fac =125 / Plate Dur.Fac =1.25) TC: From 0 plf at -1.48 to 55 pif at 0.00 TC: From 2 pif at 0.00 to 2 pif at 9.84 BC: From 0 pif at -1.48 to 4 plf at 0.00 BC: From 2 pif at 0.00 to 2 pif at 9.84 TC: -5 lb Conc. Load at 1.41 TC: 126 lb Conc. Load at 4.24 TC: 235 lb Conc. Load at 7.07 BC: 21 lb Conc. Load at 1.41 BC: 101 lb Conc. Load at 4.24 BC: 177 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NI Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.037 F 999 240 VERT(TL): 0.126 F 999 180 HORZ(LL): 0.012 F - - HORZ(TL): 0.026 F Creep Factor. 2.0 Max TC CSI: 0.447 Max BC CSI: 0.981 Max Web CSI: 0.280 Mfg Specified Camber: ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / Vt/ B 329 / 232 / - I - I - / 1(l.6 E 357 /168 /- /- /- /1.5 D 52 /49 /- !- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply I(Ibs) VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. i A-B 12 -11 C-D 43 -54 B - C 439 -589 047182 v e : 4OU1585HSd.031) 9CSCA40E UE MB EU 1`9 tTW mt�lMM4.4* " ("Ki u' t73SID7e 1§nt#a s50cssa�6 dcmwp aSrPt .t mM.sawwdmca c u'dU "01"d3r=aoadW4wt a^.ddaa da adtasw snAt1a5wx5;.MAsm§sat Out w-A-A eE =joadmtk cairn. t Maximum Bot Chord Forces Per Ply Chords Tens.ComD. Chords TE B-F 584 -412 F-E Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 440 - 624 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"`IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, bV TPI anr7'SBCA) for safety practices prior to performing these functions. installers shall provide temporarryy BCSI. Unless noted olherxise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly ,iid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 910, e. ADoTv Dlates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to a division of TPI 1; or torn acceptance any structure failure to build the g or cover page in. The suitability 0 Job N giber: 136DCS011 Ply: 1 SEQN: 686327 / T2 / VAL 4EGB'Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OIL Qty: 1 FROM: GLM DRW. Truss bel: MV1 Wgt:40.61bs / ... 07/0912018 610"l 10710 i 610"1 315"9 I B=-4X4 1112X4 C 12 rilT 5 m o A 3X4(D1 a DF �12X4�"�1112X4 E 10'3"10 6'1113 3313 611"13 10710 Loadi `g Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TOLL: 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 F' 75 / 43 / 42 / - / 13 / 123 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.056 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.150 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.014 E - - F Min Brg Width Req = - Des Ld7.00 " 3 EXP: C Mean Height: 20.85 ft HORZ(TL): 0.023 E Bearing A is a rigid surface. NCBCI. : 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Soffit 11 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.402 Maximum Top Chord Forces Per Ply (Ibs) Load D ration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.343 Chords Tens.Comp. Chords Tens. Comp. A - B 46 -85 B - C 3 -1 Spacin : 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.099 Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 ij Wind Duration: 1.60 WAVE Chords Tens.Comp. Chords Tens. Comp. Lumbe` Top ch rd 2x4 SP #1 A - E 156 - 3 E - D 171 -6 Bot ch rd 2x4 SP #1 Webs x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind B - E 333 -246 C - D 136 -97 Membe! design based on both MWFRS and C&C. i Right e d vertical not exposed to wind pressure. Additional Notes See DVIG VAL160101014 for valley details. ,4jl11111I14061 �X� w0471 1# c w40 tl a 00, f- LRPISL N... 401311151U ,It) SCX A41E Ill 1110E611 , . �smrasese»aucsrcauca�fta,taumr �t�atuvn rt qx. ctr: ve rsu7 en asp stmvx a sf!ts, t xtc.�uzu:nsa� I it 3�z!t�stcalt#1d�asnsrsi �c�ttsrs�Yarad sa9:mt33sslsA �nnusswbx au+2ern�ss�es,ce3or ut m.«ram a+caetear� cmanz. *'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses Compon i e99uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building h[ Safety Information, by r bracing TPI an7'SBCA) safety practices prior to performing these functions. Installers shall provide temporary er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly Locations for lateral attache as appli riggid ceiling shown permanent restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ble. Apply to each face of truss the Joint' Details, Refer drawings plates and position as shown above and on unless noted otherwise. to 160A-Z for standard plate positions. Alpine, a truss in division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the listing t and use c nformance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page fs drawing indicates acceptance of prolessionat engineering responsibility solely for the design shown. The su"ttability 'lof this yawing for any structure is a responsibility of the Building Designer perANSI/TPl 1 Sec.2. For more in ormaiion see this'ob's general notes pacle and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.orgSBCA: www.sbdndu .coin ICC: www.iasafe.0 Job Number: 136DCS011 Ply: 1 SEQN: 684377 / T21 / VAL 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: 1 Truss Label: MV2 Wgt: 35.0 Ibs / ... 07/09/2018 672 8'3"10 6'9"2 168 B=4X4 12 6 p C 1112X4 T T _lo N � N 1 A 3X4(Di N 1 DF E 1112X4 1112X4 8'3"10 672 1'6"8 672 8'3"10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W F* 75 / 30 / 40 1- / 9 199.6 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.056 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.135 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014E - - F Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): 0.021E - - Bearing A is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 21.67 ft TCDL: 4.0 psf Creep Factor: 2.0 Soffit: 2:00 BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.387 Maximum To Chord Forces Per PI lbs p y �(� ) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.327 Chords Tens.Comp. Chords Tens. Comp. A - B 64 -53 B - C 34 -11 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0`080 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) VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Chords Tens.Comp. Chords Tees. Comp_ Lumber A - E 126 -25 E - D 126 -25 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Web Forces Per Pik (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind B-E 268 -202 C-D 70 -38 Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. `iitillnuttira 04 r N F01 g1i $6PALM 400150 58285D304C3CA4DEDE 796a ED Fg 'xncstrer�aszaaeffe�t�uxc} Aj9aeA4ffuHsdey aaaa:aimutswd, �rx.tt�va7xstjea ehx tsr.c'Ee naEsacuaayssxn.s ftw-a-Vin Idwi=.€ dV4 S. ftwjh`TC7i i�Sid$ ffidii.V A4 `-AWO UV41 ccsaiat. *`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. ' Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI anSBCA) for sa ety practices prior to performing these functions. installers shall provide temporary bracing per BCSI.. Unless noted oherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly Locations for lateral have bracingg installed BCSI sections B3, B7 or B10, attached ripld ceiling shown permanent restraint of webs shall per as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildinpp�Components Group Inc. shall not be responsible for. any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawing indicates acceptance of pro essioni engineering responsibility solely for the design shown. The suitability this drawing for any structure is the responsibility of the Building Designer ANSI1TPI 1 Sec.2. and use of per For more information see this "ob's general notes page and these web sites: ALPINE: www.ai ineltw.com; TPI: www. irist.o ; SBCA: www.sbcindu .com' [CC: www.iccsafe.orq Job N6mber: 136DCS011 Ply: 1 SEQN: 684375 / T22 ! VAL 4EGB Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss bel: MV3 Wgt:28.0lbs / ... 0710912018 I 472 1 6'3"10 472 1'6"8 i 12 B=4X4 5 p C 1112X4 T a 3X4(D1) A rl 1 1 DF E 1112X4 1112X4 6'3"10 'I 472 1-6"8 4'9"2 6'3"10 Loadir g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: ; 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W F* 75 / 29 / 38 / - / 8 175.6 TCDL: II� 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.023 E 999 240 BCLL: 'I 0.00 Enclosure: Closed Lu: NA Cs. NA VERT(TL): 0.044 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): -0.006 E - - F Min Brg Width Req = - Des L ! 37.00 EXP: C Mean Height: 22.08 It HORZ(rL): 0.007E - - Bearing A is a rigid surface. NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 2.0 P Soffit III 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.219 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.171 Chords Tens.Comp. Chords Tens. Comp. A - B 44 -34 B - C 36 -12 Spacin : 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.065 f Loc. from endwall: not in 9.00 It FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Chords Tens.Comp. Chords Tens. Comp_ Lumber A - E 88 -23 E - D 88 -23 Top ch .Ird 2x4 SP #1 Bot ch 'fd 2x4 SP #1 Webs 2'c4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind B-E 220 -151 C-D 77 -40 Memb r design based on both MWFRS and C&C. Additional Notes See D G VAL160101014 for valley details. It4j10p No 4` TAT TAT r' SER"t . 4001505828 5D3D9CSCA4DE 6E T9Ce E0 f9. 'iX3*.�fis»nssmemna4etid@+.s.(ujYII%s0aas�A7 �A3tWf WnA#� .. tF. t;L, ii. YA7IiiJ Gi �S $S[a cfi^a% �i8 t'S$ia A Si!F'7 A' 4PYp.YiSY�c£9�A diiliEG tR�'Y1tOItt$C`wCt3f,CflT tdk�„^fL3:4�i4CId3�G$RLSg �9A 4S!SiP$ sadtiTt S:+A.F astAent:ssY Y.cG�aS ffi3 ffia vexUie3 fn3yA cktlr iGDSCi.. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS �1equire Trusses extreme care in fabricating, handlin , shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compon Safety Information, by ni TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attach rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as appli ble. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to drawing :I160A-Z for standard plate positions. Alpine, 'division of ITW Building -Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss bnfonnance in with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. _ listing,t Is drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and us of this drawing for is the the Designer any structure responsibility of Building per ANSI/TPI 1 Sec.2. For more i formation see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www. 'nsLc ; SBCA: www.sbrandu .coin; ICC: www.iccsafe.o Job Number: 136DCS011 Ply: 1 SEQN: 684373 / T7 / VAL 4EGB-Galen-2432 "H" OL ]DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: MV4 Wgt: 18.2 Ibs / ... 07/09/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP 01 Bot chord 2x4 SP #1 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category:11 EXP: C Mean Height: 22.50 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. i 2 2'9"2 43"10 2'9"2 1'6"8 12 5 � B=3X4 A 3X4(D1) C-3X4(B1) T D 4110 4'3"10 Snow Criteria (P9,Pf in PSF) Deft/CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Pf: NA Ce: NA VERT(LL): -0.007 999 240 Lu: NA Cs: NA VERT(TL): 0.016 999 180 Snow Duration: NA HORZ(LL): 0.001 - - HORZ(TL): 0.002 - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.091 TPI Std: 2014 Max BC CSI: 0.085 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 iDBi56582& SD303t3C k4DE DE 745a ED f8 rn� ueroaai¢+stnaazY:�s�sa�sy�ic�a wmr+z�me,wd,e,� Pt in. C°�e 6ata�l 3aa at�xxcr."ungaSK#7 ras Gte 4asa4tiiscme r<asu rnsf dupTaAa law t13ti z5�A.7,Y.�BrftSsaxsct.Yo2arnasss76a+ree&d cn-TAW ems.- GCDi4i. ♦ Maximum Reactions (Ibs), or "=PLF I Loc R / U / Rw / Rh / RL / W D" 75 / 27 / 36 /- /6 151.6 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. I Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Te6.. Camp. A - B 224 -161 B - C 243 -179 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. 1 i A-C 152 -167 "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anSBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olhermse,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this dgrawing or cover page_ , listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job N tuber. 136DCS011 P1yg:t122.4 SEQN: 686352 / T36 / SPEC 4EGB Galen-2432 "H" OL /DR Horton /4EG8-Galen-2432 "H" OL y: 8 FROM: GLM DRW: Truss bel: 4M1 Ibs / ... 07/09/2018 Y u7 r r 1 12 4 p %3X4.(R) C B =2X4 D 1 A 2X4(A1) 1112X4E SEAT PLATE REQ. 5' 4'8"8 4'8"8 Loadi g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: ! 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.008 E 999 240 B 254 / 110 / 192 / - / 86 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.020 E 999 180 D 179 195 / 112 ! - / - / 3.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 E - - Wind reactions based on MWFRS Des L&� 37.00 EXP: C HORZ(TL): 0.005E - - B Min Brg Width Req = 1.5 NCB : 10.00 Mean Height: 15.00 ft 9 Code / Misc Criteria Creep Factor: 2.0 D Min Brg Width Req = 3.0 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf P Bldg Code: FBC 2017 RES Max TC CSI: 0.157 Bearings B & D are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSi: 0.140 Bearing B requires a seat plate. Spacin �: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.157 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 19 D 8 - C 14 94 Lumbe" Top ch ! d 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot ch rd 2x4 SP #1 Chords Tens.Comp. Webs ' SP #3 :Rt Bearng Leg 2x4 SP #3: B - E 62 -83 Wind 'i Maximum Web Forces Per Ply (Ibs) Membe I design based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens. Comp. D - E 82 -20 C - D 646 -433 'I 304158 n28 5D304C3CA9DEDE 7968 EO F9 ma"c�enoxenasszt°�ff'tgasesa�rm�v �vsnxaun"was. iCr�. tat, ai7Siii Cs8 E� $E1. iIlocn+t os+avatcAjaSY!A*D �.t$eCr$`a117pttc�o. i� I dcs�ia+aratasdrraa�rarit mra tt�ttea^a� eE�n$ a�s5s$ �xdi£m S?.YS wt'4ertXaa9enY�ae�nM1fz axe$'i�i fn az'trk.U:aruc cwxia% "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses equire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compon "n Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing Or BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as appli e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawing ,160A-Z for standard plate positions. Alpine, a'� ivision of ITW Building!�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in nfonnance with ANSI -Pl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing Itis drawing indicates acceptance of professional engineering responsibility solely for the design shown. The su!tability and usel of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 4EGB Galen-2432D HS OL /DR Horton /4EGB-Galen-2432 "H" OL I Wgt 11.2 Ibs I FROM: GLM / T20 / JACK I DRW 07/09l2018 Truss Label: 4BJ1 12 4 C 2X4(A1)B. A ti T D SEAT PLATE REQ. 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# LOG R / U / Rw / Rh / RL / Wi TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 147 / 100 / 133 / - ! 29 18.9 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 10 / 11 119 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - C -13 124 / 26 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS i NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 p B Min Brg Width Req = 1.5 Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.172 D Min Br Width Re 9 q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.018 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 19 0 B-C 20 -9 Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 No 0471,62 STATE,#t 4OD15B 58285DS09CSCM DEDE MO EDf9 . u�wsma*sMceAvffi+se�nscna�r.�anae�naaa»am�eAaxus3 re�i�sg , � q�i. uF, o*�7xai � rs �*am et.+a� a6*•ra y a t 3xes�x8cctstexro1ff13s@�rsssrd arss�tcw.ad c�xamdxsxkd arss8� SdR+2*+.t&rnrYa?ffincoor.^.c[Y#s axr�v3 �.ragcl�r„+� **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachesn id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Appl pplates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to drawings 160A-Z fo�standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, orfor handling shippinsl, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of professronA- engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 1.1 Job N' fnber: 136DCS011 Ply: 1 SEQN: 686356 / T19 / JACK 4EGB Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 2 FROM: GLM, DRW. Truss bel: 4BJ3 Wgt:12.6lbs / ... 07/09/2018 315 12 4 � SEAT PLATE REQ. C TT li 31 DI 31 Loadi 'g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 'i 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA B 190 187 / 151 / - / 57 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 49 / 7 / 38 / - ! - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 D - C 62 / 43 / 25 / - / - / 1.5 Des Ld 37.00 EXP: C HORZ(TL): 0.002 D - - Wind reactions based on MWFRS NCBC : 10.00 Mean Height: 15.00 ft Code / Misc Criteria Cree Factor. 2.0 p B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.171 D Min Brg Width Req = Load Duration: 1.25 ' MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.072 C Min Brg Width Req = - Bearing B a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lumbe' Top chord 2x4 SP #1 A - B 19 0 B - C 20 -61 Bot chord 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Membe design based on both MWFRS and C&C. B - D 0 0 No 047109, a STATE OF 40015B58285DSD9C3CA4DEDE796BEDF9 rraiissmnasca�,affia:t�tssrra�neeeartaap �aar..a�uaneez, 7& 9fi.l3t R9YF 83j M4 !9# YS&m 6taYs1i W wa s:-.�g a iMbt sc.eiar�.xs�nam�r. 6sx�asa%6}3sdaxa�: mraactcaw.�eradct�nnm,szw2 eaxtsz xPc�+A2auYaar,Ckx�en�+v3ea 6a ve7+T,1c9 ca3ery eiedra� a "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, hand!in shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building 1t Safety Information, by TPI and'SBCA) fo'r sa ety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olhefwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ,jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Apply plates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the iformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ drawingg indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability A this r7�awing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. W Job Number: 136DCS011 Ply: 1 SEQN: 686358 / T16 / SPEC 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: 4CJ5 Wgt: 28.0 Ibs / ... 07/09/2018 SEAT PLATE REQ. �-- 1'5" Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 . TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: It EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3: Wind Wind loads and reactions based on MWFRS oig rr T d' D � T N 7'0"2 6'8" 10 6'8"10 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W F 220 1116 / - 110.6 Pf: NA Ce: NA VERT(LL): 0.020 E 999 240 Lu: NA Cs: NA VERT(TL): 0.078 E 999 180 D 176 157 / - / 3.0 Snow Duration: NA HORZ(LL): 0.006 E - - Wind reactions based on MWFRS HORZ(TL): 0.613 E Creep Factor: 2.0 F Min Big Width Req = 1.5 D Min Brg Width Req = 3.0 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.274 Bearings F & D are a rigid surface. TPI Std: 2014 Max BC CSI: 0.313 Bearing F requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.196 FTlRT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply I(Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.02.1208.15 A - B 9 -7 B - C 68 -110 WAVE Q `).. STATE OF 40415958285D3D;C MDE DE 7968 ED F9_ Tfit3 a lRNS O'V' rtJke tiz,oa�a :3 cn akatsac ate a&9sa aSwk•a cr,8ra*MMk, ms�trBec�cWft?ixe�szrra'i�ars�acx+�dram9eaak8 d�taffi:x"ek:®NLl'n°Siiai}y 1CfiEatU4M35.s aYY'd�Sf tYtkP�x�:i�tdt. ASl i6i. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-E 100 -52 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '"`IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling,shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI anr7'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a progpeny iid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, e. ADofv Dlates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Kifer to a division of failure to build the g or cover pa e. rn. The su" bility any Job N mber. 136DCS011 4EGB alen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss bel: FT1 I I 75"6 7'S"6 � I f 7612 ­+- 110"2 -{ =6X6 =3X4 AB C D 3' AD AC 1112X4 =4X10 1114X4(R) E F Ply: 1 SEQN: 682344 / T39 / SY42 Qty: 4 FROM: AH DRW: Wgt 130.2 Ibs .. / ... 9'5"6 19,11"8 2' 10'6"2 2'4"10 2-6"12 12'6"12 --I W=3X4 =3X4 =3X4 =3X4 =6X6 GH I J K L MN AB AAZ Y X W V U T S R Q P O 1112X4 =6X6 1112X6 =3X4 1112X4 =4X10 1112X4 W=H0308 1112X6 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 LdriI 55.00 Mean Height: NA ft NCBC L: 10.00 TCDL: NA psf Soffit: 1I 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacin il: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Top chord 4x2 SP #1 Bot ch (d 4x2 SP #1 Webs x2 SP 93 PlaV Notes All plat 1Is are 4X6 except as noted. Defle ilIon Max J !UERT DEFL: LL: 0.46" DL: 0.40". See detail DEFL �11 MB1014 for camber recommendations. Additional Notes + 2x6 cy 'ntinuous strongback. See detail STRB IBR1014 for bracing and bridging recom endations. Webs lie square cut except dbl diagonals or as otherw! 'e shown. Truss must be installed as shown with top chord up. 19'11"8 07/09/2018 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 Pt NA Ce: NA VERT(LL): 0.455 V 619 360 A 1096 / - I - 1- ! - 13.0 Lu: NA Cs: NA VERT(TL): 0.794 V 379 240 N 1094 / - / - /- ! - 12.5 Snow Duration: NA HORZ(LL): -0.059 M - - A Min Brg Width Req = 1.5 HORZ(TL): 0.081 M - - N Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 Bearings A & M are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.950 TPI Std: 2014 Max BC CSI: 0.918 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.751 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber: A- B 0 0 H- 1 0 -4366 Plate Type(s): B- C 0 -1196 I- J 0 -3916 WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -1162 J - K 0 -2862 D- E 0 -2868 K- L 0 -1153 E-F 0 -3995 L-M 0 -1185 F-G 0-4500 M-N 0 0 G - H 0 -4366 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AD -AC 0 0 V- U 4500 0 AC -AB 2243 0 U- T 0 0 AB -AA 3495 0 U - S 4291 0 AA- Z 3495 0 S- R 3507 0 f lf` i! ' Z- X 3495 0 R- Q 3W7 0 +e, Y-X 0 0 Q-P 2222 0 �, aq� X- W 4499 0 W V 4500 0 P- O 0 0 . s* - �a. io w 6 WIWI Maximum Web Forces Per Ply (Ibs) AWebs Tens.Comp. Webs Tens. Comp. AD-B 14 0 G-U 146 -520 h STATE m " B -AC 1578 0 U- I 323 -69 r AC- D 0 -1456 D 870 0 1- S J 0 - 521 556 �, -AB AB- E 0 S- J- R 0 'opera>s -852 19 10 J 22 0 0 -877 E -AA 7 K 89 0 Sitk X- F 0 -1270 K- P 0 -1442 400A5358285D3o9C8CA4Df0;:msaWI`9 F-W 907 0 P-M 1563 0 '"" "asia aYanppYcsuatiam�o xaa iica e es V - G 233 -228 M - O 14 0 �rgrc.� urrzar3 as es:" sr�m at�in ys�+sa as�rnzka�nc�c iirs3ex�a%af¢lisdmnsn��aactczr.N�rrd Gpud.�el erz�H zj*.S.A.: 'P3LA1YG:8ISSLi hYpYNr Jwnyd.&,,4i R?<DM "WARNING*` READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regtuire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo en Safety Information, by TPI and SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache( ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applI i� ,a, e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to drawingg 160A-Z for standard plate positions. Alpine, i l division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in onformance with ANSI U_PI 1, or for handling' shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing t 'is drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and us;" of this drawing for any structure is the responsibilityof the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's qeneral notes paqe and these web sites: ALPINE www.aiDineits.com: TPI: wwtoinst.om: SBCA www.skindustrv.com: [CC, www1ocsafe.om IJob Number: 136DCS011 Ply: 1 SEQN. 682364 / T29 / SY42 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 6 FROM: GLM DRW: Truss Label: FT2 Wgt: 142.8 Ibs / .. 07/09/2018 7'5"6 9'5"6 20'4" l 7'S"6 2' 10110"10 �3"1� F5I �- 2-6"12 — — 1'10"2 -- 1i �- 1— i �►—� =6X6 =3X4 =5X8 1114X6(R) 1113X6(R) W=3X4 =3X4 1112X4 =5X6 1112X4 AB C D E F G H I JK L M N O P T r� � 1 AE AD AC AB AA Z Y X W V U T S R Q 1112X4 =4X10 III2X4 =6X6 1112X6 W=H0308(l) 1112X6 =6X6 =3X4 20'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / Wi TCDL: 10.00 Speed: NA mph Pt NA Ce: NA VERT(LL): 0.419 X 571 360 A 1108 /- I- I - /- 13. 0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.732 X 416 240 Q 1125 1- / - / - 1- 14.6 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.052.0 - - A Min Brg Width Req = 1.5 Des Ld: 66.00 EXP. NA HORZ(TL): 0.071 0 - - Q Min Big Width Req = 1.3 Mean Height: NA it Code / Misc Criteria CreepFactor: 2.0 Bearings A & Q are a rigid surface. NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.679 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.868 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.761 Chords Tens.Comp. Chords Tens,. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - g 0 0 1-1 0 0 I: NA GCpi: NA Plate Type(s): B - C 0 -1212 I - K 0 -4235 Wind Duration: NA I WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -1177 K - L 0 -4235 Lumber D- F 0 -2910 L- M 0- 3421 E-F 0 0 M-N 0 -3421 Top chord 4x2 SP #1 F - G 0 -4236 N - O 0 -1950 Bat chord 4x2 SP 91 Webs 42 SP #3 G- H 0 -4820 O- P 3 0 H -1 0 - 4667 Plating Notes All plates are 4X6 except as noted. Maximum Bat Chord Forces Per Ply (Ibs) (1) - plates so marked were sized using 0% Chords Tens.Comp. Chords Tens. Comp. Fabrication Tolerance, 0 degrees Rotational AE-AD 0 0 X- W 4803 0 Tolerance, and/or zero Positioning Tolerance. AD -AC 2272 0 W - V i 0 0 Deflection AC -AB 3553 0 W - U 4501 0 t§*0111€ f AB- Z 3553 0 U- T 4301 0 DEFLCAMB1014 for camber recomm ndationsetail �X Z Y 4815 0 S - R 2785 0 i,�iiM'lbfyQ % r+ •,q ar Y- X 4820 0 R- Q 1087 0 Additional Notes ftq� 1k�+ s + 2x6 continuous strongback. See detail o "r STRBRIBR1014 for bracing and bridging 4 Maximum Web Forces Per Ply (Ibs) recommendations. + Webs Tens.Comp. Webs Tens. Comp. Webs are square cut except dbl diagonals or as ; AE- B 14 0 W - I 471 34 otherwise shown. ; B -AD 1598 0 I - T 0 - 369 " STATE OF{ AD- D 0 -1474 T - L 393 0 Truss must be installed as shown with top chord up. ,� K " 4N D -AC 888 0 L - S 0 -723 vat °`� AC-F 0 -873 M-S 0 -71 20 B F - Z944 10 N - R 0 -1162 Z-G 0-1355 R-O 1200 0 aamsesazasososc3CA9i8EDE7965E3f9. G-Y 806 0 O-Q 0 -1516 antimnnasnea ir�e�xxca feauawssez easy rAam ae rnaa cs X - H 436 -133 Q - P 0 -15 vet t.ur wrxfa rye 5uo saatmvnpas a t H - W 11 - 738 P - Q 0 -44 sat,§csstrrataxne�c. �affir�c�siaacfetas6�nesst �aae%�wuB¢xed i�,a9md asa3ad �dxFo S x:W+orn�s�c�a3orcrntt<: rsaii6 i mmgeYsetxar& uotm **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) y safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joini Details, unless noted otherwise. (tefer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin�!L�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, ar for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www.tpinst.orgSBCA www.sbdndu .com' ICC: www.iccsafe.org Job Ndmber: 136DCS011 Ply: 1 SEQN: 682366 I T30 I SY42 4EGB�Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss bel: FT3 Wat:182.0Ibs / ... 07/09/2018 �3"1_Lf-i �--- 2'6"12 —+ 2'6"12 =4X4 W=3X4 =6X6 =5X8 =4X4 W=3X4 1114X6(R) =5X6 1112X6 =5X6 AB C D E F G H I J K L Ij3* �I + 1 AA Z Y X W V LIT S R Q 1113X4 =6X10 =6X6 1112X6 1114X6(R) =4X4 1113X6(R) W=H0308 =5X8 W=H0308 =4X6 Loadi g 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'-I 55.00 EXP: NA NCBCk: 10.00 Mean Height: NA ft TCDL: NA psf Soffit 0.00 BCDL: NA psf Load M ration: 1.00 MWFRS Parallel Dist:- NA Spacin : 24.0 " C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Top ch "rd 4x2 SP #1 Bot ch �d 4x2 SP #1 Webs ?2 SP 43 Specia i Loads --(Li Inber Dur.Fac =1.00 / Plate Dur.Fac.=1.00) TC: F iom 50 plf at 0.00 to 50 plf at 5.85 TC: From 100 plf at 5.85 to 100 pit at 20.21 BC: F m 5 pif at 0.25 to 5 plf at 5.85 BC: F m 10 pit at 5.85 to 10 pit at 20.33 TC: i 3 lb Cone. Load at 1.85, 3.85, 6.85 Platin II Notes All platAl s are 6X8 except as noted. DeflectLn Max JAERT DEFL: LL: 0.33" DL: 0.25". See detail DEFLCI1I MB1014 for camber recommendations. Additional Notes + 2x6 ntinuous strongback. See detail STRB BR1014 for bracing and bridging recom endations_ Webs a'I square cut except dbl diagonals or as otherwis a shown. Truss rr i st be installed as shown with top chord up. 20'4" 1112X6 M N T �B P O -5X8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Lee R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.330 V 724 360 A 1281 / - I - 1- l - / 3.0 Lu: NA Cs: NA VERT(TL): 0.578 V 527 240 O 1170 /- / - /_ ! - / 4.0 Snow Duration: NA HORZ(LL): -0.042 AA - - A Min Brg Width Req = 1.5 HORZ(TL): 0.057 AA - - O Min Brg Width Req = 1-3 Code / Misc Criteria Creep Factor. 2.0 Bearings A & O are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.593 TPI Std: 2014 Max BC CSI: 0.581 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.949 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 0 H -1 0 - 5121 Plate Type(s): B- C 0 -1547 I- J 0 -5121 WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -3831 J - K 0 -4076 D- E 0- 5123 K- L 0- 4076 E- F 0 -5540 L- M 0 -2303 F-G 0 -5540 M-N 0 -32 G - H 0 -5537 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ AA- Z 1 -1 U- T 5551 0 Z- Y 2993 0 T- S 5469 0 Y- X 4687 0 S- R 5469 0 X- W 4687 0 R- Q 4742 0 � � W- V 5551 0 Q- P 3301 0 A� ,r�, V- U 5551 0 P- O 1273 0 Maximum Web Forces Webs Tens.Comp. Per Ply (Ibs) Webs Tens. Comp. o 647102* " # AA- B 14 0 T- H 143 0 "» B-Z 1993 0 H-R 0 -461 'o Z-C 0-1914 R-J 501 0 n _,' OF STATE,rp C- Y 1109 0 J- Q 0 864 t•is$j�q_ w� `v�@�� Y-D 0-1109 D - X 20 -14 K-Q Q - L 0 -67 1005 0 D - W 566 0 L - P 0 -1321 W- E 0 -503 P- M 1362 0 �fyff 5 E- V 117 0 M- O 0 -1643 543 V- G 0 -20 O- N 142 0 400158582E 5D309C3CA4 eDE 7968 En FB G-T 0 -119 N-O 0 -217 srtn�tmnasatans�rnmsnstsuenp marr�iwsnnes, . !'& fR. ibt, C97383) as @tk Y�ZS9 a'N�'A �SY$ il^.,g a 35!H f ib`SP3:M3fi1E&�fMA �Gc.�YsaftP�docmm�t �smass�.3�mdbi�sc9m°4 sxrSr@ �d�S+t 4sziE<MkaikusU.baca's3 ha vsriti¢�a�trYrkUrKrk -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS -,iquire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building if Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted o herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y ggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ble. Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. {Refer to I60A-Z for standard plate positions. ivision of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this.drawing,any failure to build the nformance with ANSIlfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, . drawl indicates acceptance of professional engineering responsibility solely for the design shown. The suitability of this diawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS011 Ply: 1 SEQN: 682332 / T24 / SY42 4EGB-Galen-2432 "H" OL ]DR Horton /4EGB-Galen-2432 "H" OL Qty: 3 FROM: GLM DRW: Truss Label: FT4 Wgt 36.4 Ibs / ... 07109/2018 1-7"12 3'4" 17"12 1'8"4 1-4"12 --� LL JJ� f3l — 1'5"4 3'1 1112X4 =3X8 1112X4 A B C =3X4 1114X4 3X4 3'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W, F 183 /- l - I - l - I - TCDL: 10.00 Speed: NA mph Pt NA Ce: NA VERT(LL): 0.002 E 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.004 E 999 240 D 183 / - /- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.000 D - - F Min Brg Width Req = - Des Ld: 55.00 EXP: NA Mean Height: NA It� HORZ L 0.000 D - - )� D Min B Width Re - � q NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor. 2.0 Soffit: 0.00 BCDL: NA psf BldgCode: FBC 2017 RES Max TC CSI: 0.101 Maximum To Chord Forces Per PI Ibs p y ( I ) Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.035 Chords Tens.Comp. Chords Tens. Comp. A - B 3 0 B - C 3 0 Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.034 Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17.02.02.1208. 6 Chords Tens.Comp. Chords Tens. Comp. Lumber F - E 104 0 E - D � I 0 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Hangers / Ties A- F 0 -83 B- D D -140 (J) Hanger Support Required, by others F - B 0 -142 D - C 0 -15 B-E 50 0 C-D D -70 Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. xis. ov * isE No � e g•, . �J�ftll 40015858285D369CMA4DEDE7968E8f9 . ':R8?tSfd6DiMEf+ &4358'L4StR15&p Mib:$fian£fYasx 7irtl,l�. a171ffi3J ara @asa+scaEd@wAeWvecx'3aj9brwJ ;5437ffidf8Si816p�4T 93l'i*1'Dt4 3YCrfl}e"Yf}YKt&.�'4fl4 W.Wtt@Ys^W.4 e' f &wYriAW iFs3aW3aahfiPaYux%7tv.5taioPoYat hvoxx7 fi.�myxdctirtffiC cwbaz. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re wire extreme care in fabricating handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) for sa Ely practices prior to performing these functions. Installers shall provide temporary have sheathing and bottom chord shall have a bracing er BCSI. Unless noted dtherwise,top chord shall properly attached structural propperly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t the JoinCDetails, Defer to as applicable. Apply plates to each face. of truss and position as shown above and on unless noted otherwise. drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�fL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the bracing trusses.A this drawing cover e_ truss in conformance with ANSI PI 1, or for handlin shippin , installation and of seal on or pa , listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability this drawing for is the responsibility of the Building Designer ANSIITPI 1 Sec.2. and use of any structure per For more information see this Fob's wneral notes pacte and these web sites: ALPINE: www.ai ineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .mm' [CC: wwwkesafe.ong 1 x A Job N ;nber. 1360CS011 Ply: 1 SEQN: 682427 / T23 / SY42 4EGB Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW- Truss '� bet: FT5 Wgt: 120.4.Ibs / ... 0710912018 10'0"4 10'0"4 18'0"2 7'11 "14 2-6"12 1 2'6"12 1 1112X4 1114X6(R) =3X6 =4X4 1113X4(R) W=3X4 AB C D E F G H I J K L 1112X4 =3X6 1112X4 W=3X4 =4X4 R Q =4X6 =3X6 18'0"2 =2X4(R) M N O F8 T P Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: ; 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.054 X 999 360 A 543 I - l - 1- l - / 3.0 BOLL: 'I 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.094 X 999 240 p• 199 1- / _ / _ ! - / 96.6 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.008 Y - - A Min Brg Width Req = 1.5 Des Ld:j 55.00 EXP: NA HORZ(TL): 0.011 Y - - P Min Brg Width Req = - NCBC Mean Height: NA ft L: 10.00 Code / Misc Criteria Creep Factor. 2.0 Bearings A & S are a rigid surface. 9 9 TCDL: NA psf Soffit: 0.00 BCDL: NA psi BldgCode: FBC 2017 RES Max TC CSI: 0.635 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.259 Maximum Top Chord Forces Per Ply (Ibs) Spacin rl: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.339 Chords Tens.Comp. Chords Tens. Comp. j Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: A - B 0 0 H - 1 712 0 I: NA GCpi: NA Plate Type(s): - B - C 0 - 540 1- J 323 0 Wind Duration: NA WAVE VIEW Ver: 17.02.02.1208.15 C - D D-E 0 -508 0-1051 J - K K-L 323 323 0 0 Lumbe! Top ch rd 4x2 SP #1 E - F 0 - 693 L - M 136 0 Bet ch fd 4x2 SP #1 F - G 342 0 M - N 1 0 Webs z2 SP #3 G - H 712 0 i 1lLoads Specie Maximum Bot Chord Forces Per Ply (Ibs) —(L tuber Dur.Fac =1.00 / Plate Dur.Fac.=1.00) Chords Tens.Comp. Chords Tens. Comp. TC: From 50 plf at 0.13 to 50 plf at 5.85 Z - Y 0 0 U - T 302 0 TC: From BC: Ffom 100 plf at 5.85 to 100 plf at 17.89 5 pif at 0.00 to 5 plf at 5.85 Y - X 1014 0 T - S 0 -404 BC: Fiom 10 plf at 5.85 to 10 plf at 18.01 X - W 1069 0 S - R 0 ' -448 TC: 8 lb Cone. Load at 1.85, 3.85, 5.85 W - V 1069 0 R - Q 0 -114 ii�� V- U 302 0 Q- P 46 0 Plating All . otes s 3X4 �����,�� plat are except as noted. $y �,ao� A? °pis Maximum Web Forces Per Ply (Ibs) Additional Notes4s� o!✓ Webs Tens.Comp. Webs Tens. Comp. See del i1 it STRBRIBR1014 for bracing and bridging No 047162A Z - B 13 0 H - S D -162 recom ndations. B- Y 712 0 S- 1 0 -353 Webs a otherwia square cut except dbl diagonals or as shown. - '; ± Y - D D-X 0 -660 63 0 I - R K-R 170 0 0 -106 Truss rrDust be installed as shown with top chord up. # $1± X - E 35 -26 R - L 0 -284 E-W 18 -10 L-Q 11 -32 ,°� E-V 0 -511 Q-M 0 -254 V - F T 545 0 -895 M - P 0 -65 - 37 T- 600 P-O 0 SER14AG - S 0 - 690 4001585823 5D3D 9L3C A4DE DE 7968 ED r9 weft ssa%caenar�tar�s � sm�sa3s3csttxp M, aMV Z04 ' 'PL i#E.i3G.Yi7iS,i14n C!# $iSC e�.ba St�r� t6Yq "SN.A 7 a3Caem�rzYrca¢er'c. d Y4' SzyY1zed't1 4'aYd SPAf4£ii3ECatil av= VW is W #fkUa2 S. 2.d �ysc.^a n�91Ca usxi#! r»3erir3eti'r,rts. i� csctics. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGY IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDINGTHE INSTALLERS Trusses equire extreme care in fabricating, handlingq shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Compon �nf Safety Information, by TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing Ayer BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedingid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawing 1160A-Z for standard plate positions. truss in Alpine, c Cision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the onformance with ANSI PI 1, or for handlin shipping, installation and bracing of trusses.A seal on this drawing or cover page, . listin t is drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use'I of this pawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. Job Number: 136DCSOII 4EGB-Galen-2432 "H" OL /DR Horton 14EGB-Galen-2432 "H" OL Truss Label: FT6 7'4"14 7'4"14 FS� 2,6"12 —}+- 1'9"10 �{ 1115X6(R) - =3X4 =3X6 1113X4(R) AB C D E F Ply: 1 SEQN: 682422 / T31 / SY42 Qty: 8 FROM: GLM DRW: Wgt:120.4lbs / ... 9-4"14 18'0"2 2' 8'7"4 1'10"4 - 4- 3"9 +3 1N �- V3" -{ W=3X4 1113X4(R) =3X4 =3X6 G H I J K L M T AA Z Y X WV U T S R Q P O N 1112X4 =4X10 =4X4 1112X4 1115X6(R) 1112X6 W=H0308 1112X6 =5X6 18'0"2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (ibs) I TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W; TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.283 S 747 360 A 981 / - / - / - / - / 3.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.494 S 544 240 N 998 1 _ / _ I _ / BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.043 L - - A Min Big Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.059 L - - N Min Brg Width Req = - NCBCLL: 10.00 Mean Height: NA ft Code / Misc Criteria Creep Factor. 2.0 Bearing A is a rigid surface. TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.658 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.656 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.661 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT.12(0)/10(0) Mfg Specified Camber: A - B 0 0 G - H 0 -3455 I: NA GCpi: NA Plate Type(s): B - C 0 -1052 H - 1 0 -2888 Wind Duration: NA WAVE, HS VIEW Ver: 17.02 0 .1208- C - D 0 -1020 1-1 0 -28M Lumber D- E 0 -2484 J- K 0 -2888 E - F 0 -3342 K - L 0 -1687 Top chord 4x2 SP #1 F - G 0 - 3653 L - M 3 0 Bot chord 42 SP #1 Webs 4x2 SP 93 Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Teps. Comp. All plates are 4X6 except as noted. AA- Z 0 0 T - S 3653 0 Hangers / Ties Z- Y 1970 0 S- R 364b 0 Y- X 2992 0 R- Q 1 0 0 (J) Hanger Support Required, by others X- W 2992 0 R- P 3273 0 Deflection W- U 2992 0 P- O 2�89 0 0 0 Max JT VERT DEFL: LL: 0.28" DL: 0.26". See detail DEFLCAMB1014 for $`txyl11i8dfl�i� MA� U - T 3652 O - N camber recommendations. �j� x� 1 Additional Notes �, "��+* °�' Maximum Webs Web Forces Tens.Comp. Per Ply (Ibs) Webs Te Coin + 2x6 continuous strongback. See detail w" ." a. + ft 1 p' s. p" STRBRIBRIO14 for bracing and bridging ; " q q AA- B 13 D G- R O -654 recommendations. B- Z 1388 0 R- H 411 0 Webs are square cut except dbl diagonals or as ; m go Z - D 0 -1277 H - P 0 -525 otherwise shown. a W D - Y 714 0 J - P i0 -84 Truss must be installed as shown with top chord up. ` a w ; �A, Y- E E-X 0 -692 20 -15 P- K K-O 677 0 10 -976 E- U 576 0 O- L 1017 0 U-F 0 -923 L-N 10 -1333 1d�4ti. F-T 643 0 N-M !0 -15 X S-G 411 -126 M-N 0 -44 4i USS S8n SD309C3C"DE0E 790 Mfg ':sn¢siaravusotmekci^effiscaa�czptfl mslca3tdapP raiP #twn»mma, �'i }r., titg93A8}}�1 &t fi1'COgi�YSMs.adgabMh-f '�iiiti'irsXgl4&Ycldid3 d#Stt&ri."I `&39�tl�tiabk$ SMdYYA¢awi]4ti9rvEhE$akHeflY�^ an:Y,at �a vei(Cn 3bixYFfie9�dd. cza3.isY. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping, installing and bracing., Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted o-therwise,top chord shall have properly attached structural sheathincql and bottom chord shall have a pro Ply attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinC Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ , listing this drawing indicates acceptance of protessp4 1 engineering responsibility solely for the design shown. The suitabrirty and use of this gnawing for any structure is p e responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes a and these web sites: ALPINE: www.al ine'dw.com: TPI: www. inst.o • SBCA: www.sbcindu .com; ICC: www3ocsafe.o . I9 Job Nriinber: 136DCS011 Ply: 1 SEQN: 682431 / T34 / SY42 4EGB Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 8 FROM: GLM DRW. Truss label: FT7 Wgt: 117.6lbs .. / ... 07/0912018 I i 578 7-7"8 17'3"2 5'7"8 2' 97"l0 3 1� �Ir F5 I--- 2'6" --1 V11" 2,6" �3„1 3,12f` 26" �fF 1.3 =4X6 W=3X4 j 1115X6(R) =3X4 1114X6(R) III3X4(R) =3X4 =4X4 =4X6 AB C D E F G H I J K L M N 3 �=� li P,i ►; %•• i i'40 kill z� i as Pi wr -�I flr. =6X6 =_ X6 1114X6(R) 1113X6(l4) =4X4 =3X6 =4X6 =4X6 W=H0308 Loadi 'g 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''j 55.00 EXP: NA NCBC L: 10.00 Mean Height: NA ft TCDL: NA psf Soffit: � 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacm : 24.0 " C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Top ch Fd 4x2 SP 91 Bot ch 'rd 4x2 SP #1 Webs 4V SP #3 Platin Notes All plat s are 2X4 except as noted. Hange ! Ties (J) Hanger Support Required, by others Deflection Max JT,;IERT DEFL: LL: 0.29" DL: 0.26". See detail DEFLC MB1014 for camber recommendations. Additi nal Notes + 2x6 �ntinuous strongback. See detail STRBR : R1014 for bracing and bridging recomn{r ndations. Webs at square cut except dbl diagonals or as otherwise shown. Truss rr,ust be installed as shown with top chord up. 177'2 Snow Criteria (Pg,Pf in PSF) DefllCSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.293 U 691 360 A 939 / - ! - 1- / - 13.0 Lu: NA Cs: NA VERT(TL): 0.512 U 503 240 O 956 ! - / - /_- Snow Duration: NA HORZ(LL): -0.039 M - - A Min Brg Width Req = 1.5 HORZ(TL): 0.053 M O Min Brg Width Req = - Code / Misc Criteria Creep Factor. 2.0 Bearing A is a rigid surface. Bldg Code: FBC 2017 RES Max TIC CSI: 0.805 TPI Std: 2014 Max BC CSI: 0.699 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.629 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg. Specified Camber: A- B 0 0 H- 1 0 -3190 PlateType(s): B-C 0-1002 I-J 0 -3190 WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -972 J - K 0 -2710 D-E 0-2342 K-L 0 -2710 E-F 0 -3175 L-M 0 -1603 F-G 0 -3198 M-N 3 0 G - H 0 - 3209 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. Z-Y 0 0 T-S 3302 0 Y-W 1868 0 S-R 0 0 X- W 0 0 S- Q 3074 0 W- V 2724 0 Q- P 2261 0 �$ V- U 3198 0 P- O 913 0 i�� u - T 3305 0 ��v+'�a Maximum Web Forces Per Ply (Ibs) �, Webs Tens.Comp. Webs Tens. Comp_ w NO 047182 Z-B 12 0 S-J 251 0 B-Y 1321 0 J-Q 0 -495 Y-D 0 -1204 K-Q 0 -67 a D-W 660 0 Q-L 611 0 STATE OFOtt w W- E 0- 773 L- P 0 915 E- V 1023 0 P- M 959 0 V-F 0 -466 M-O 0 -1274 U-H 307 -118 15 N-O 0 - H-.S 18 -315 4001555828 51) 9CBCA4D£DE 7968 ED r9 . .rraxsi#t.aas¢ BRaBcIYFmr4irpE4�9is �9a sin "M4041Xm Ir % . 'n jni Us "71Vj W lsstatamYties m4laOwl .assL'9tts2iEL54C.1643a. 'fi%'.i,:LQ�ibrt��44`4Ci9]4&Yi1 �'ffitl8S4Yd"�.�tl'ail��CCari'i, 8a3i1f� UbSB ASS YHhCYASi11fr#.f026Psc:SR rd` 144[6'� a1.xWfkLi�4:.' **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '" IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses egquire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compon n[ Safety Information, b TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSL Unless noted olherw!se,top chord shall have properly attached structural sheathincl and bottom chord shall have a propperly attache i rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer to drawing I160A-Z for standard plate positions. Alpine, ;division of ITW BuildinQqComponents Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in nforrnance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e. . listing t 'is drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitabrlrty and us ',� of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. IJob Number: Truss Labl'n-2 T382 HS OL /DR Horton /4EGB-Galen-2432 "H" OL I Qty: 2 2 Ibs I FROM: G M 7 / T38 / SY42 I DRW; 07/09/201 B I T8" 19,10" 5'8" 2' f 12.2" r"ice 2'6" 27 i's"i�— 2'6" ��3"1��3 1�� Z6" �F3"1 _3"1yi =4X6 =3X4 1115X6(R) =3X4 =4X10 1113X4(R) W=3X4 =4X4 =-4X6 =3X4=2X4(R) AB C D E F G H I J K L M N O P e T v AC AB AA Z Y X W V U T S R Q =5X6 =5X6 1114X6 1113X6(R) =4X4 W=H0308 ==4X6 =4 10 =4X4 =-4X6 1T4" j 2'6" ---I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) W1 TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# LOG R / U / Rw / Rh / RL / TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.292 X 699 360 A 943 1- l - BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.558 X 510 240 R 1239 1- / - ! - / - 14.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.037 L - - A Min Big Width Req = 1.5 1 Des Ld: 55.00 EXP: NA HORZ(TL): 0.053 L - - R Min Brg Width Req = 1.3 NCBCLL: 10.00 Mean Height: NA ft Code / Misc Criteria Creep Factor,. 2.0 Bearings A & R are a rigid surface. Soffit: 0.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.925 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.844 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NAft Rep Factors Used: Yes Max Web CSI: 0.618 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 0 H - 1 0 -3201 I: NA GCpi: NA Plate Type(s): B - C 0 -984 I - J 0 -2711 Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -957 J - K 0 -2711 Lumber D- E 0 -2355 K- L 0 -1581 E-F 0 -3193 L-M 273 0 Top chord 4x2 SP #1 F - G 0 - 3201 M - N 273 0 Bot chord 4x2 SP #1 G-H 0-3201 N-O 0 -5 Webs 4x2SP#3 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Camp. Additional Notes AC -AB 0 0 W- V , 0 0 AB- Z 1833 0 W- U 3079 0 + 2x6 continuous strongback. See detail AA- Z 0 0 U - T 3079 0 STRBRIBR1014 for bracing and bridging Z - Y 3178 0 T - S 2252 0 recommendations. Y - X 3193 0 S - R 891 -12 Webs are square cut except dbl diagonals or asL1ffitftltiJl#i q P 9 X- W 3302 0 R- Q 0 61 otherwise shown.. Truss must be installed as shown with to chordup. P +x Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. No 0 AC- 8 12 0 J- T 0 - 67 . B -AB 1298 0 T- K 646 0 AB-D 0-1180 K-S 0 -955 �. ;. D-Z 726 0 S-L 982 0 Z-E 0-1121 L-R 0 -1291 A E-Y 509 0 F-X 228 M-R R-N 0 -144 0 1s -156 -288 �y• 11 X - G 267 - 488 G - W 47 -344 N - Q O - Q 89 0 ,0 -42 W-1 278 0 P-Q 0 -11 40075858285DSD9CSCA40EDE7958E0f9 I- T 0 -522 rrwt;rmeuxm<eacrter�:rsvycgomanaxsve4®r eaarss�twn�aa, rarri.2r, tla3 38t} ax @ha dale <t3aa ilmra ti+tiY,B a Sw�7 ,w�ast�aUan<a� stab s.�'mxal ifis daa<au rce4 «r�deaa�3 egad xts�d st�aA�41+A+7a eo4eaau<tba mseo^say<!®xYrsnk. cxa+ex. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of pro essiona engmeen responslbility solely for the design shown. The suitabrhty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more informalion see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; S9CA: www.sbdndu .com; ICC: www1cmde.ong Tob N ember: 136DCS011 Ply: 1 SEQN: 6824111 T43 / SY42 GBalen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 7 FROM: GLM DRW. Truss Label: FT9 Wgt: 119.0 Ibs / ... 07/09/2018 5'8" 7'8" 17'4" 518" 2' 918" F5 � f--- 2'6"12 �{ 1115X6(R) =3X4 AB C D E P1 1113X4(R) 1112X4 W=3X4 ' =3X4 1112X4 =4X4 1112X4 F G H I J K L M T v 1 1112X4 =6X6 =5X6 1112X6 1113X6(R) -- =3X5 i W=H0308 II it 17'4" Loadin'l Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: '` 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf. NA Ce: NA VERT(LL): 0.310 T 657 360 A 943 / - / _ / _ ! - / 3.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL):, 0.547 T 504 240 N 960 / - / - / - / - / 4.0 BCDL: I 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.039 L - - A Min Brg Width Req = 1.5 EXP: NA Des Ld' S5.00 HOIZZ(TL}: 0.054 L - N Min Brg Width Req = 1.3 Mean Height: NA ft Code / Misc Criteria Creep Factor. 2.0 Bearings A & N are a rigid surface. i NCBC :10.00 P � TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.908 Load D 'ration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.788 Maximum Top Chord Forces Per Ply (lbs) Sl in 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.628 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RTA2(0)/10(0) Mfg Specified Camber: A - B 0 0 G - H 0 -3218 I: NA GCpi: NA Plate Type(s): B - C 0 -1000 H -1 0 -3218 Wind Duration: NA WAVE, HS IVIEW Ver: 17.02.02.1208.15 C - D 0 -970 1- J 0 -2726 Lumbe it D- E 0 -23T/ J- K 0 -2726 Top ch rd 4x2 SP #1 E - F 0 -3212 K - L 0 -1611 Botchc,t4x2SP#1 F-G 0-3221 L-M 3 0 Webs 4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Camp. All plat Is are 4X6 except as noted. Y - X 0 0 S - R 3319 0 X-V 1863 0 R-Q 0 0 Deflect on W- V 0 0 R- P 3096 0 Max JT ERT DEFL: 1 0.31" DL: 0.29". See detail V - U 3198 0 P - O 2273 0 DEFLC MB1014 for camber recommendations. U - T 3212 0 O - N 918 0 Additio al Notes t ��1IDtt4T - S 3323 0 + 2x6 continuous strongback. See detail @ A; STRBR BR1014 for bracing and bridging ��r:urra�5 Maximum Web Forces Per Ply (Ibs) recommendations. Webs Tens.Comp. Webs Tens. Comp. Webs are square cut except dbl diagonals or as m Y - B 12 0 R -1 254 0 otherwi °e shown. do 4718 � B-X 1318 0 I-P 0 -502 Truss must be installed as shown with top chord up. " : _ X - D 0 -1200 J - P 0 -68 �* D-V 716 0 P-K 616 0 :eft V-E 0-1114 K-O 0 920 �P or,'*At E- U 497 0 O- L 965 0 � � F-T 247 -121 Ill0 -1280 OR I+�� T-G 220 -495 N-M 0 -15 i� G-R 46 -315 M-N 0 -44 I / QM58 58n 5D3D SC3CA4DE D875O Mfg SlaSfSSf.�aIISSEV. ta:?'AEWf39ja�QA3Y@i!@D� fa�E@IPAYti8s5& �t iA•>di rmY98Y7 � Y5a run ekaam aGavm c a Ska.1 a aYnsascra+3xnsa�c r t'se saYYiiads snY aaCYcard a'd Y'igysw Ma tow m99t$ E StiA•Y EVHbut'asd7aakGRoflMffi9 ffia etrYb$ ftYYryt!@cirs➢�°. ctinix,. "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""`IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building F Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unfess noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, i e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. hefer to 60A-Z for standard plate positions. vision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawingA any failure to build the iformance with ANSI PI 1, or for handling{ shipping, installation and bracing of tNSSes.A seal on this dfawmg or cover page. . drawing indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability A this gnawing for any structure is the responsibility of the Building Designer per ANSIrl i 1 Sec.2. Job Number: 136DCS01I Ply: 3 SEQN: 682433 / T33 / FLAT 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 1 FROM: GLM DRW: Truss Label: FG1 Wgt 117.6 Ibs / ... 07l0912018 1, 5'B" 1-9"9 3-10"2 5-9"3 } 7'8"4 + 975 11-6"6 13715+ 15'3" I 1'9"9 2'0"9 1,11"1 1,11"1 1'111 1'11"1 1'9"9 1111"1 1112X4 =4X10 =4X6 =4X4 =4X4 =4X10 =3X10 A B C D E F G H I "v =:iA1U =4Ab =4X4 =4X4 =4AIIU =4A'IU 15'8" 1'9"9 1-11"1 1-11"1 I 1'11"1 r 1'11"1 2'0"9 } 1'11"1 I 1-9"9 H1.. 2'2"9 4'1"10 6'0"11 7'1112 9'10"13 11'11"6 13107 15'8" 5 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CS1 Criteria ♦ Maximum. Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U I Rw / Rh / RL /W R 4842 / - / - /- /- / t J 4001 / - / - R Min Brg Width Req = - J Min Brg Width Req = 1.5 Bearing J is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 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 " 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 Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA VERT(LL): 0.262 E 718 360 VERT(TL): 0.458 E 522 240 HORZ(LL): 0.039 A - - HORZ(TL): 0.053 A - - CreepFactor. 2.0 Max TC CSI: 0.557 Max BC CSI: 0.572 Max Web CSI: 0.878 Code! Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes A - B 0 -16 E - F 0 -6420. Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: 1: NA GCp!: NA Plate Type(s): B - C 0 -2970 F - G 0 -5844 VIEW Ver: 17.02.02.1208.15 Wind Duration: NA WAVE C - D 0 -4929 G - H 0 -4563 Lumber D- E 0 -6095 H- 1 0 -2536 Top chord 2x6 SP #1 Bot chord 2x6 SP M-26 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 :W3 2x4 SP 91: Chords Tens.Comp. Chords Tens. Comp. Nailnote R- Q 2677 0 N- M 6023 0 Q- P 4731 0 M- L 4854 0 Nail Schedule:0.128"x3", min. nails P - O 6028 0 L - K 2939 0 Top Chord: 2 Rows @ 4.50" o.c. (Each Row) O - N 6500 0 K - J 12 0 Bot Chord: 1 Row @12.00" o_c. Webs :,I Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal Maximum. Web Forces Per Ply (Ibs) spacing between rows and stagger nails in each row Webs Tens.Comp. Webs Tens. Comp. to avoid splitting. ritltlra 451 4o '� ��q A- R 0 -305 N - F 0 Special Loads 0�NX �,xrxr�.on,�4 ,p'� ✓ �a'� R - B B Q 0 -2923 927 0 F - M M G 0 -566 1123 0 —(Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00)q�a°° TC: From 50 0.00 to 50 15.67 ': �° - Q - C 0 -199B - G - L 0 - 919 plf at plf at „ BC: From 5 pif at 0.00 to 5 plf at 15.6731 C - P 628 0 L - H 1843 0 TC: 998 lb Conc. Load at 0.54, 2.48, 4.48, 6.48 P - D 0 -1247 H - K 0 -1275 7.52, 9.52,11.52,13.52 D - O 212 0 K -1 2773 0 '� • O- E 0- 460 I- J 0 -1236 Plating Notes q.. OF E-N 3 -254 All plates are 3X4 except as noted. w ✓�{�r * ,�9 ,.fir,; IV' *'� Purlins The TC of this truss shall be braced withattached $ftit spans at 24"c on lieu of structural ural sheathing. t Additional Notes 4901585828.SD3D.C3CRADEOE 7968EO F9 Truss must be installed as shown with top chord up. rr�s measoamcxtc amrnraansaa�rarya,wae at$t4.tk.wr7tr7 cas�:s }axaaetaemc�ge5t+d•3 r<cxtaiexctt�c�umsaM an mctean;ti�rad m�batl.� sailsb A'IY{tiR£.N.�i BG'ln<fJ3Pi'!4L"Yfw°bfRYn16 9Eiirks M3f 7Y3181Y31df 4L3dY% "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed perBCSI sections B3, B7 or 610, as applicable. Appty plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin4 Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�I PI 1, or for handling shippinq, installation and bracing of trusses.A seal on this drawing or cover page- , listing this drawingg indicates acceptance of rofessiona engineering responsibility solely for the design shown. The su bihty and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more Information see ihis'ob's aeneral notes Pacand these web sites: ALPINE: www.al ineilw.com: TPI: www. inst.o ; SBCA: w.wrsbcindu .com; [CC: www.iccsafe.org L l Job N tuber: 136DCS0I1 Ply: 3 SEQN: 682437 / T35 / FLAT 4EGByGalen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss I_aIII FG2 Wgt: 117.6 lbs .. / ... 07109/2018 1, 5'>�" 155. 179 310"2 5-9"3 7'8"4 97"5 11'6"6 13'3"15 15'3" + r 1'9"9 2'0"9 1'11"1 i' ill 1"1 1'11"1 1,11"1 + 1'9"9 ill T 1 1112X4 =3X10 =4X6 =4X4 =4X10 =3X10 A B C D E F G H I =4X1U =4X6 =4X4 =3X10 =4X1U 15'8" I j 1.9"9 1'11"1 5H 2'2"9 4'1"10 I„ 1'11"1 I 1-11"1 1'11"1 I 279 I 1'111 I 6'0"11 7'11"12 9'10"13 11'11"6 13'10"7 1'9"9 15'8" Loadir g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc I U# LOG R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.257 E 731 360 R 4246 /- /- /- /- / - BCLL: 0.00 Enclosure: NA I NA Cs: NA VERT(TL): 0.450 E 532 240 J 4266 / - / - / - / - / 3.6 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(I 0.039 J - - R Min Brg Width Req = - Des L EXP: NA `I 55.00 HORZ(TL): 0.054 J - J Min Brg Width Req = 1.7 NCBC Mean Height: NA ft LL: 10.00 Code ! Misc Criteria Creep Factor. 2.0 Bearin J is a rigid surface. 9 9 Soffit: TCDL: NA psf 'il 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.502 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.996 Maximum Top Chord Forces Per Ply (Ibs) Spacin : 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.769 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: A - B 0 -15 E - F 0 - 5688 I: NA GCpi: NA Plate Type(s): B - C 0 -2693 F - G 0 -5292 Wind Duration: NA IWAVE VIEW Ver: 17.02.02.1208.15 C - D 0 -4418 G - H 0 -4210 D- E 0 -5396 H'- 1 0 -2405 Lumbil�j��' Top chord 2x6 SP #1 Bot chd{d 2x6 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs SP #3 :W3 2x4 SP #1: Chords Tens.Comp. Chords Tens. Comp. Nailno a R- Q 2431 0 N- M 5444 0 Nail Sc edule:0.128"x3", min. nails Q- P 4252 0 M- L 4464 0 Top C ord: 2 Rows @ 4.50" o.c. (Each Row) P - O 5339 0 L - K 2787 0 Bot Ch rd: 1 Row @12.00" o.c. O - N 5735 0 K - J 14 0 1 Webs j : 1 Row @ 4" o.c. Repeal ailing as each layer is applied. Use equal Maximum Web Forces Per Ply (Ibs) spacin between rows and stagger nails in each row Webs Tens.Comp. Webs Tens. Comp. to avoi splitting. A - R 0 - 237 N - F 277 0 Specia —(L Loads mber Dur.Fac =1.00 / Plate Dur.Fac =1.00) »�j "'��v R- B 0 -2655 B - Q 827 0 F- M M - G 0 -481 940 0 TC: F 6m 50 pit at 0,00 to 50 pif at 15.67�� fi Q - C 0 -1770 G - L 0 - 801 BC: Flom 5 pit at 0.00 to 5 plf at 16.67 a + O C - P 523 0 L - H 1616 0 TC: k6 Ib Conc. Load at 0.85, 2.85, 4.85, 6.85 s P- D 0 -1046 H- K 0 -1208 8.85,1 85,12.85,14.85 " It D- O 180 0 K- I 2527 0 Platinc Notes a O-E 0 -385 i-J 0 -1338 All plat p I's are 3X4 except as noted. g, p ; STATE O E-N 3 -150 The T 'of this truss shall be braced with attached '1? ' spans al 24" cc in lieu of structural sheathing. 1 Additi II',�,alNotes 400155 58285DIID9L3CA011DE1968EOf9 Truss r st be installed as shown with top chord up. x #qnp ii¢,�497t3J �i 2a16 cYCm0DC�'iuc`;eSN#e x ca3sa *a;$czg�szYtiBsssase zrmoesexrko.�ad adxtdtrs'afr � �Y La.raffia,^ekanu, cudoewse 6s w,ii'S� mmr+�rr: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo enf Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache .gid telling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as appli ' ble. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to drawing 1160A-Z for standard plate positions. Alpine, division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in onfonnance with ANSI PI 1, or for handling shipping, installation and bracing oftrusseS.A seal on this drawing or cover page_ listing t�i'is drawing indicates acceptance of professfonat engineering responsibility solely for the design shown. The suitability and us¢� of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more i formation see this job's qeneral notes page and these web sites: ALPINE: www.alDinenw.com: TPI: www.toinst.om: SI wwwsbcindustrv.mm, IM www_ir fa am Job Number: 136DCSOI1 Ply: 1 SEQN: 686376 / T44 / EJAC 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 3 FROM: GLM DRW: I i Truss Label: 4EJ3 Wgt:12.6lbs / ... 07/091201B T-2 / 12 4 F_� SEAT PLATE REQ. IA 1'0"83' 3' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): -0.002 D - - Des Ld: 37.00 EXP: C Mean Height: 15.00 ft D - - NCBCLL: 10.00 TCDL: 4. psf Code i Misc Criteria Creep Factor. 2.0 Creep Factor r 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.184 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.069 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. "ho.. STATE 400158582M309M A4DEDE 7965 ED F9 'R ROM4m i&'Vw" tfd1Ju31i162f4Elid Prix. a —, WWI W fttail&W"A&" e.bf!A•7 �SR4SH;ii1ip41fEv9. Brzzrtdse�aereimdmnSmni msetzr.4ca.Kxdrb*�r9md aex3s@ ffiaE�ffi £BSI : stnAefrtKstkR.cz's3o flt4ffii Ba vsd mlAytl@tix3aaL: caa. T T C\I d V_ ti 1 1 ♦ Maximum Reactions (Ibs) LOG R I /Rw /Rh /RL /Wi B 194 189 / 154 ! - 158 I 17.5 D 49 /6 /39 /- /- /1.5 C 62 143 / 24 / - / - / 1.5 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 20 -62 Maximum Bot 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 uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to a division of ivi i,orTor n acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Nt�ber: 136DCS011 Ply: 1 SEQN: 686378 / T37 / HIP_ 4EGB-il alen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 2 FROM: GLM DRW: Truss bel: 4CJ3 Wgt 15.4 Ibs / ... 07/0912018 2.83 o C T T to Y' 0)2X4(A1) B Ee) ti 35 A r- E D I f SEAT PLATE REQ. 4'2"14 1'5" 4'2" 14 Loadin l Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA E 151 / 77 /- 110.6 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 70 / 4 / - / - ! - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D - - C 36 15 / - 1- l- 1 1.5 Des Ld EXP: C HORZ(T )L: 0.004 D - - Wind reactions based on MWFRS 1 37.00 NCBC Mean Height: 15.00 ft E Min Br Width Re 1.5 L: 10.00 Code / Misc Criteria Creep Factor. 2.0 9 q Soffit: TCDL: 4.0 psf BldgCode: FBC 2017 RES Max T6 CSI: 0.081 D Min Brg Width Req = - 1t 2.00 BCDL:5.0 sf - P C Min Brg Width Req = Load D S ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.111 124.0 " Rep Factors Used: Yes Max Web CSI: 0.000 Bearing E r a rigid P acin C&C Dist a: 3.00 ft a seat p Bearing E requires a seat plate. I FT/RT:20(0)/10(0) Mfg Specified Camber: Loc. from endwall: Any GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lumbe A - B 9 7 B - C 9 -2 Ird Top ch 2x4 SP #1 Bot cho d 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Wind to ds and reactions based on MWFRS. B - D 0 0 �ua �.y Y98$/�iytl �10, 047182 +Wp, qmay. 4'. l 'STATE S ; f�, 81 4001585828 51)MCSCA4 DEDE 7968 M F9 ..r;wnaseeona�cnrsaenap�sgsre�oaa�tas�p eeussR�aRut�$, . �L (Ri. Ii2. tliY1$tJ tlS CtR ii^rM iteJ va t:'.�y 9 SYM7 I� ?aBz�y&saitt�dafannenY �atxit9Y:.�zra9 aaa�n4 sized 'r1'e �Iv3 %.iIltti `t6At§�aiG°.6 h:'w:l W rerr �YfiYRkYtrAtsK: cc�x, RNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses quire extreme care in fabricating, handlin shipping, installing and. bracing. Refer to and follow the latest edition of BCSI (Building �[ for Comport, bracing Safety Information, by TPI andrSBCA) safety practices prior to performing these functions. Installers shall provide temporary r BCSI._ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a p10, attache properly rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 33, B7 or ble. Appiy pales to face truss the Joint Details, k fer to as appli drawings each of and position as shown above and on unless noted otherwise. 760A-Z for standard plate positions_ Alpine, a'aivision truss in of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the c nformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this and useI�I drawing indicates acceptance of prolessiona engineering responsibility solely for the design shown. The suitability of this gnawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. For more irtonnation see this job's general notes page and these web sites: ALPINE: www.al inefw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; ICC: www.iccsafe.o a Job Number: 136DCS011 Ply: 1 IS EQN: 686380 ! T12 /HIPS 4EGB-Galen-2432 "H" OL lDR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM. GLM DRW: Truss Label: 4D2 Wgt 44.8 Ibs .. / _.. 07/09/2018 ii 3'0"8 6'11 "8 10, 3'0"8 311 " 3'0"8 E 12 4 F,--- C=nva =D 4 T N d' 13 5 SEAT PLATE REQ. III4^1+ =13^1+ 10, SEAT PLATE REQ. 374 3'5"12 3'4" 1' 374 6'8" 10, 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: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Special Loads --(Lumber Dur.Fac.=1.25 ! Plate Dur.Fac.=1.25) TC: From 55 pif at -1.00 to 55 plf at 3.04 TC: From 27 pif at 3.04 to 27rplf at 6.96 TC: From 55 plf at 6.96 to 55 pif at 11.00 BC: From 4 plf at -1.00 to 4 pif at 0.00 BC: From 20 plf at 0.00 to 20 plf at 3.07 BC: From 10 plf at 3.07 to 10 plf at 6.93 BC: From 20 pif at 6.93 to 20 pif at 10.00 BC: From 4 plf at 10.00 to 4 plf at 11.00 TC: 97 lb Conc. Load at 3.07, 6.93 TC: 62 lb Conc. Load at 5.00 BC: 119 lb Conc. Load at 3.07, 6.93 BC: 49 lb Conc. Load at 5.00 Wind Wind loads and reactions based on MWFRS. T d' 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# LOG R ! U ! Rw / Rh / RL ! W Pf: NA Ce: NA VERT(LL): 0.029 G 999 240 B 632 1268 f - / - / - / 8, Io Lu: NA Cs: NA VERT(iL): 0.077 G 999 180 E 632 / 268 / - / - / - / 8.'0 Snow Duration: NA HORZ(LL): 0.009 G - - Wind reactions based on MWFRS HORZ(TL): 0.016 G - - B Min Brg Width Req = 1.5 Code/ Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.227 Bearings B & E are a rigid surface. TPI Std: 2014 Max BC CSI: 0.317 Bearings B & E require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.065 FT O)!10(D) Mfg Specified Camber: Maximum Top Chord Forces Per Ply, (Ibs) Platteo Type(s): Ty Chords Tens.Comp_ Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 19 -14 D - E 4 M -1297 B-C 482-1304 E-F 19 -14 C - D 439 -1256 40015058285DWSCUMDEDE 7968 ED 179 rnn"arodasbama�zti�xexar�f3ras�ssas�ams raar.�aa aemxaaz,. #C � d£t aa72S5)c+a tl citara f�asR abAse a,�,i aSNA3 �t+�+cmfxx�teex�s. x�audcsxaiP+&xd.uaxcrt �aamzcxreiMaad ea�s�:�+9 xxshk a WO. P-M �nknxk:Ytw.acSenar3aa cxril'iafimmuyx3edrar4z x�das. Maximum But Chord Forces Per Ply;(Ibs) Chords Tens.Comp. Chords Tens. Comp. B-H 1217 -442 G-E 1210 -444 H - G 1239 -440 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 164 0 G-D 170 0 C-G 17 0 "*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handling shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly id ceiling Locations shown for Permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Apply plater to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ this drawing indicates acceptance of protessiona1 engineering responsibility solely for the design shown. The suitability ie of this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. Job N 'tuber: 136DCS011 4EGB- Sal:, "H" OL /DR Horton /4EG8-Galen-2432 "H" OL Truss bet: 4D1 T 12 Ar7 Ply: 1 SEQN: 686382 / T18 / Qty: 2 FROM: GLM Wgt: 36.4 Ibs 5' 10, 5' 5' C=4X4 DRW: ... / ... 07/09/2018 IIIG/�Y SEAT PLATE REQ. SEAT PLATE REQ. 10' _ I n ClV 1 5' 5 5' 10 _L 1 Loadin 'g Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSi Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.013 F 999 240 B 433 / 205 1272 ! - l79 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.033 F 999 180 D 433 1205 / 272 / - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - Wind reactions based on MWFRS Des Ld'11 37.00 EXP: C Mean Height: 15.00 ft HORZ(TL): 0.007 F - - B Min Brg Width Req = 1.5 NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 P D Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.192 Bearings B & D are a rigid surface. Load D' ration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.213 Bearings B & D require a seat plate. Spacin 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CS 1: 0.078 Maximum Top Chord Forces Per Ply (Ibs) j Loc. from endwall: not in 4.50 ft FT/RTM(0)/10(0) Mfg Specified Camber: Chards Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A - B 19 0 C - D 470 -638 B - C 470 -638 D - E 19 0 Lumbe Top ch Ird SP #1 Bot chord x4 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2 K4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Wind B - F 575 -351 F - D 575 -351 Member design based on both MWFRS and C&C. i Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 206 - 27 No 47182 STATE OF • R'q' — kit. ' 4001555828 5D3D 9C3CA4DE DE 7958 Er! r9 "fhis ftsenads OMBG E�21Z�AfGp dgnaaaaa:83HIffi� MidtlTS! 40Yf19 C$ �&Y-'s.1�, a4178PJ sss tih4lEdmckt� at�rr t.�9 d aE?M7 Ai'RCriSit'd1i�iGsY}@, i� �r�i?t�sgxi�datz#�daecmaast ardrese�ardd � sro9 ssd9sd �eE k4a3,dsaibcfstYxRkJ.eGBaf¢r23dr ocr�i 4(EuysiIINY,:tdc ce�did. -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses e9uire extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Cog.';gt Safety Information, byy TPI an7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryy bracing er BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a properly attache rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as appli bie. Apply plater to each face. of truss and position as shown above and on the Joint- Details, unless noted otherwise. (2efer to drawin is J 60A-Z for standard plate positions. Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawingq any failure to build the truss in nformance with ANSI PI 1, or for handling shippin,, installation and bracing of trusses.A seal on this drawing or cover page_ listing tF�is drawing indicates acceptance of professions engineering responsibility solely for the design shown. The slit billty and us�e�11 of this drawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sec.2. For more ini'omnation see this lob's general notes Daue and these web sites: ALPINE: www.aVneitw.com: TPI: wwwAoinstom.: SBCA www.sbcindustrv.com: ICC: www.iccsafe.om Gable Stud Reinforcement Detail ASCE 7-101 160 Mph Wind-Spee-d, 15'-- Mean- Height,-Encl-osed, E-xpo_sure C, _ Kzt = 1.00 Ori 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Orr 120 moh Wind Soeed, 15' Mean Helaht. Partially Enclosed, Exposure D. Kzt = 1,00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace w (1) 2x4 'LW (2) 2x4 'L' Brace w (1) 2x6 'L' Brace w (2) 2x6 'L' Brace x Group A Group B Group A Group A Group B Group A Group B Group A Group B U S P F #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' #3 3' 8' 5' 9' 6' 2' 7' 8' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' 1' 7' 8' 9'1'9' 6' 12, 0' 12, 6'14' 0' 14' 0' Q P Standard 3' 8' 4' 11' 5' 3' 6' 7' 8' 11' 9' 6' 10' 4' IS' 1' 14' 0' 14' 0' _j a 14- S P #1 4' 0' 1 6' 8' 6' 11' 7' 10, 8' 2' 9' 4' 9' e' 12' 4' 12, 9' 14' 0' 14' 0' #2 3' 10' 1 6' 7' 6' 10' 1 7' 9' 8' V. 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' it, 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' � F Stud 3' 9' 5' 3' 5' 7' 6' it, 7' 5' 9' 2' 9' 7' 10, it, 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' _U .- S P F #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' Ill 0' 13' 11' 14' 0' 14' 0' 14' 0' #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' 10, le, 13' 9' 14' 0' 14' 0' 14' 0' U Stud 4' 2' 7' 1' 7' 6' e' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' O H �- Standard 4' 2' 6' 1' 6' 5' 8' 1' B' 8' 10' 5' 10' 10' 12' 8' L3' 7' 14' 0' 1 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' Ill 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13' Ill 14' 0' 14' 0' 14' 0' 03 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10' LI' 13' 4' 14' 0' 14' 0' 14' 0' Q1 D F L Stud 4' 4' 6' 5' 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, ill 10, 12' 7' 14' 0' 14' 0' d S P F #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' . 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' 11' 6' 1 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' L7 U LJ Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' O f�l F Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' Il' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X 1111. 5' i' 8' 5' e' B. 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' i4' 0' d S P #2 4' 10' 8' 3' e' 7' 9' 9' 10, 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' N #3 4' 9' 7' 4' 7' 10' 9' 8' 10, i' 11' 7' 12' 0' 14' 0' 14, 0' 14' 0' 14' 0' D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' .--i Standard 4' 7' 6' 6' 1 6' 11' 8' 8' 1 9' 3' 1 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 1" 0' A1Yout k able Truss Diagonal brace option - T vertical length may be doubled when diagonal 18' X brace Is used. Connect L I diagonal brace for 600# 'L' -'Ij- at each end, Max web Brace total length Is 14'. ' 3IE31E l 2x6 DF-L 02 or better diagonal T I Vertical length shown I bracer single 8, In table above. or double cut L 1 45• (as shown) at upper end Connect diagonal at midpoint of vertical web, 44 Refer to chart above for "VARNDO- READ AND F0.LOV ALL NOTES -ON THIS BRAVING! .■1NpMTAHT- FURNISH THIS BRAVING To ALL CGfMNCT= H MUIIING THE DaTALLERL Trusses squire extreme core in fabricating, hnndling,•Shipping, Instaledt and bradng. RafZ,: to and (.test Component Safety Information, by TPI SBCA) for`. safety (� Follow the edition of BCSI (Bu9ding and practices prior to performing theca functions. Installers shall provide temporary bracing par BCSL Unless noted otherwise, top chord shall hove property attached structural sheathing erW bott8n chord shall have a properly attached rigid eellIng. Locotlons sham Far permanent lateral restraint of webs shall have bracing Installed per SCSI sections 43, 87 or B10, as applicable. Apply pl.tvs to each face Q I I 11�J1� oftruss and pasltton as shoe n above and on the Jotnt BataRs, unless noted otherwise, Refer to drawings 160A-I for standard plate positions. Alpine, a dlvision of ITV Bustling Conponents Group Inc shall not be respan Me for any deviation from AN TIIN COMPANY this droving, any failure to build the truss In conformance with ANSI/TPI 1, or for hondtha, shipping. hstoantbn 6 bracing of trusses. A seal on this d-wI ng or cover, page Usti g this drawing, Indicates acceptance of professional engtrreerine ro solely for the design shown The sWtabtllty and use of this drawing 133B9 Lakefront Drive far any strixturo Ls responsaJllty of the Building Desigrner per ANSLIIPI I Sect. Earth City, MO 63D45 For more Information see this Job's general notes page and these web sites ALPtNE1 wevalpinaitw.ewi TPI, vvv.tp4xtorgi SBCA, vn.sbclndustry.orgi IM wn)ccsaf,,oN Bracing Group Species and Gradesr Group AI S ruce-Pine-Fir Hem-Flr #1 / #2 Standard 02 Stud #3I Stud 1 1 #3 Standard ilou las FIr-Larch Southern Pinewww #3 #3 Stud Stud Standard Standard Group Bt Hem -fir #1 & Btr #1 Do las w Fir -Larch Southern Plneww alI tit#2 1 42 1x4 Braces shall be SRB (Stress -Rated Board). wwFor' lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rades. Liame I runs 11et<LK NOSeSi Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plF over continuous bearing <5 psf TC Dead Load). Gable and supports load from 4. 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) nails. X For (1) 'L' bracer space nails at 2' o.c. In 18' end zones and 4' ac. between zones. )K)fFor braces- space nails at 3' o,c. In 18' end zones and 6' oc. between zones. 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Length + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Deslgner for conditions not addressed by this detail. No S lice Less than 4' 0' 2X3 PATI' �r ®Ri � Wq"-"` MAX, TOT, LD, 60 PSF AX. SPACING 24,0' REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 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 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or- 120 mph Wind Speed, 30' Mean Heloht, Partially Enclosed. Exposure D. Kzt = 1.00 S Gable Vertical 2x4 Brace63'8' Spacing Species Grade (1) lx4 'L' Brace N (1) 2x4 'L' Brace x (2) 2x4 'L' Brace K (1) 2x6 'L' Brace Iw (2) 2x6 'L' Brace II Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 4-> #1 / #2 6' 3' 6' 6' 7' 5' 7' B' B'9'9'2'11' 7' 12, 0' 13, 9' 14' 0' USP #3 S' S' S'9'7' 2' 7' 7' 8' 8' 9'1'11' 3' 11' 11' 13' 7' 14' 0' Stud 5' 4' 5'8'7' 2' 7' 7' 8'8'9'1'il' 2' I1' it' 13' 7' 14' 0' O Standard4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 6' 10' 4' 13, 1' 14' 0' --j S P #1 3' SO' 1 6' 4' 6' 7- 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' #2 3' 8' 6' i' 6' 6' 1 7' 5' 8' 9' 9' 2' 111 7' 12' 0' 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' ill8' 9' 9' 1' 10' 1' to, 10, 13' 8' 14' 0' d (U D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' B' 9' 9' 1' 10, 1' 10, 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' M6'l 10, 1' 10, 6' 13, 3' 13' 9' 14,0'14' 0' + SPF #3 4' 0' 6' 7' 7' 5' 8' 4' 9' it, 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' IJF Stud4' 0' 6' 7' 7' 0' B' 4' 9' It' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' QJ 0 t l Standard 4' 0' 5' 8' 6' 0' 7' 6' 9' 11' 10' 4' 11'l0' 12, 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 811 10, 2' 10' 7' 1 13' 5' 13' 11' 1 14' 0' 14' 0' S P #2 4' 2' 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, o' 10' 5' 12' 5' 13, 3' 14' 0' 14' 0' QJ D F L Stud 41' 5' 11' 6' 4' 7' 11' 1 8' 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' d S P F #1 / #2 4' B' 7' il' 8' 2' 9' 4' 9' B' 10' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 5' 7' 7' e' I' 2' 9' 6' 10, It-,- 11' S' 14' 0' 14' 0' 14' 0' 14' 0' L] U O H [ I I I� Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10' 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 8' 0' B' 3' 9' 5' 9' 9' 11' 2' 11' B' 1 14' 0' 14' 0' 14, 0' 14' 0' d Sp #2 4' B' 7' 11' 8' 2' 9' 4' 9' 8' I1' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' N #3 4' 6' 6' t0' 7' 3' 9' V 9' 7' 11' 0' 1 It' 6' 14' 0' 0 14' ' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 1 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' i' 6' 5' 1 8' V 8' 7' 10, 11' 11' 5' 12, 8' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades, Group At S lute -Pine -Fir Hem -Fir NI / #2 Standard 1 N2 1 Stud #3 1 Stud 1 1 03 Standard Dou lax Fly -Larch Southern Pinerxr #3 #3 Stud Stud Standard Standard Group III Hem -Fir #1 g Btr #1 Dou las Fir -larch Southern Pinewwx #1 #1 #2 #2 1x4 Braces shall be SRB (Stress -Rated Board). rwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Hoards. Group B values may be used with these lades. Cialole I runs Detail Notesi Vind 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' outlookers with 2. 0' overhang, or 12' plywood overhang. 'ymm Attach 'L' braces with 10d (0.128'x3.0' min) nails. About, able Truss )K For (1) 'L' brace- space nails at 2' o.c. In 18' end zones and 4' O.C. between zones. Diagonal brace option,ii WFor (2) 'L' braces- space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. vertical length may be T doubled when diagonal 18' )K 'L' bracing must be a minimum of 60X of web brace is used. Connect L member length. diagonal brace for 690# 'L' at each end. Max web Brace Gable Vertical Plate Sizes total length is 14'. I al X Vertical Len th No S lice 2x6 DF-L N2 or Less than 4' 0' 2X4 better diagonal 'r - Greater, a than ' 0', but 4X4 Vertical length shown braces single 8, less than 12' 0' In table above, or double cut + Refer to common truss design for 45' (as shown) at L 1 In nI upper end, peak, splice, and heel plates. ontinuous Hearing Refer to the Building Designer for conditions Connect dlagonn at tiilllllll! not addressed by this detail. midpoint of vertical web, Refer to chart above far max gl,��Ihe rtiNay length. wwVARNINGm READ AND FOLLOW ALL NOTES [INTHIS DRAVR#3 �.�` IVI wwDIPBiTANT)` '�., REF ASCE7-t0-GAB16030 ww FLRDIISN THIS DRAVRIG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care Infabricating, handling, shipping, Installing and bracing. Refer to and `-` Q` �`4°�$\J�t� '1�'i� DATE 10/01/14 follow the latest edition of SCSI (Me.mg Component Safety Information, by TPI and SSCA) for safety pr ctices prior to perfornhg these functions. Installers small provide temporary br.cMg per BCSI. unless noted otherwise, top chord shalt have properly attached structwat sheathing and bottom chard _ No,/ 1, DRWG A16030ENC101014 shall 1- a properly attached rigW ceilb-g. Locations shown for permanent lateral restralnt of webs ~ chap have bra Inst.Ued SCSI sections 83, B7 ar SID, as applicable. Apply a �0 per unte PP Y (Kates to each face �� of truss and position as shown .boar and to the i Joint Details, unless noted otherwise. - Refer <o drawings 160A-2 for standard plate positions, Alpine, a divislon of ITV Buttding Components Group Imc. shall not be responsible for any d-1.0- from / A7E OF AN ITWCOMPANY this drawing, any falwe to build the truss h conformance with ANSI/TPI 1, or far handing, shpping, J.0 _ _ _ _ _ _ Kstnllatbn_4-br.Wa - - _ _ _ _ _ _ _ seasea whp ar cowl page use s drawhg, 4Acates acceptance of professlagl I r� emolneering responsa+lgty solely for the de shorn The sWtablilty and use of this drawing i Q,,(t �_. far any structure Is the responsmWty of O)a Building Designer per ANSVTPI 1 See2. /(�p�p` EarthCity, 13389 Lakefront Olive e,oruFor moresInforn Information et thIs^Jab^sMg&-�.1=esbfpng�' and thesewebites-c......,. jfg g4f1Y6.16 1t�'i2a MAX, SPACING Earth Ci M0630a5 f4 Gable Detail - - For Let -in Vertic-a_ts-_-- Gable Truss Plate sizes �j } If web has a scab brace, then webs Refer to appropriate Alpine gable detail for `� over 48' from Joint to Joint need minimum plate sizes for vertical studs. to be braced with 'L' or 'T' braces. Brace Is 90% of member length, QRefer to Engineered truss design for peak, splice, web, and heel plates. IT Relnfoi Memk Go Tr Gable vertical length greater than 48' 'L' or 'T' brace required ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web, Examples 2X4 2X4 M VNo 'L' or 'T' brace required + In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design. vertical length greater than Attach each 'T' reinforcing member with 48' 'L' or 'T' brace required End Driven Nallsi 10d Common (0,148'x 3,' min) Naps at 4' o.c. plus (4) malls In the top and bottom chords. Toenalled Nallse 10d Common (0.148'x3',min) Toenails at 4' ac, 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, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014o A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A1803DENC101014, A20030ENC301014, A2003DEND101014, A20030PED101M4 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Dr - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. deb Length Increase w/ 'T' Brace Examplen ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP D3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30x8'7'=1112' 'T' Relnf. 'T' Mbr. Size Increase 2x4 30 2x6 20 ^ V ro ���^ n� Q ill'\\`\I JI AN nwCOMPANY IWLakehmtDdve EaMCity, M063US SSVARNUA31M REAB Fvm �+ ALL W= M TFas IAv ■s�TANTse FURNM nos BRAWM To ALL CUMMC GRS PICLUU +s THE IIIS XL13 Tres regia extreme care In fabrlcatbnp, handlkp, shypiro, rnstalurg and bracta Refer town:, foltow the latest eo?tlon of BCSI t rlkg Corponent Safety 7M'arnatknI by Tf1 and SBGU for safety es' prior to Parforldng these functlorns. Tnstnllers sFmll provide evnpor'ory brndrq per BCSL Pfnle noted otherwise. tap chord shad have property attached struct„ral sheatNnp and bottom chard shall have a properly attached rip ceiling. Locations shown for permanent tatoral restraint of webs J or Heil, s mess rl Apply plates to each face shall have braW�p Ionas s per above sand on the of truss and ppoosithn as shown nbova and on qhe Joint RetaRs, mess rroted otlherwlse. Refer to t!•awtips 160A-2 far standard plate podtbns. Alpine, o division of ITV But Components Inc shall not be respanstble far on deviation fron this crowing any fa.0 a to bathe truss Inarmalca .roh ANsvrfl I, or for hanalyna, sHpp.� Installation brackg of trusses. A seal on thb: d-awkV or cove'pape Nstfhp this drowYp, Indicates acceptance of professional lIttyy solely for the shown. �►» sutoNlty ana use of this aarho. strucbr� Hhe repansUlty of the Addng Des= Per ANSVIPI I Seel. for more Information see this Jobs Rwnarat notac ppaaAa and these web sites ALPIND www.alpIneltrcoml TPb wvw.tphsLargl S)_G wresbcstdustrycrpl ICCn wwwJccsafe.or8 hhh:�hnrry„ 10,44 try , v_ydcus ,; ;, M1� ��S - fie cazhaz ax * = ^ ., p�pmS sSP rhino+« •s�C;., „F'•.pwo�.•' ,y'sry+t7NAE•� wonuhsases, ivamm�uw ...-w..., --- MAX. TOT, LD. 60 PSF REF LET —IN VERT DATE 10/Ol/14 DRWG GBLLETIN1014 DUR, FAC, ANY MAX, SPACING 24,0' Hip Frame Details Hip Frame 2: 'R' Ithed Use this detail ASCE 7-10, 180 for, 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 psf, Kzt=1,00 Structur 4 nels must be properly attached directly To hiClof" 0 aiY(*r1Ins. ..nwrnTANr.: FFURNISHHTTHIS WAHNNG TO Au rn+T�CMRS IHMU TM a TIE INVALMM Q� \C,E�f�t e��i ' REF HIP FRAME Trusses require ertrene care In Pobrlcating, handling, shipptrp. Inst*tft and bracing. Refer to and 1` logo. ue'tost eAtlon of SCSI (HuOdrg Canponant Safoty Tnfornaton, by TPI and SHCA) for safety Na DATE 10/Ol/14 practices prim to perfor" these functions. Installers shnU provide tenpmary �hratl�ig per HCSI. Lin noted other.ise, top chord aholl have prapeny attached structural she 44 and button Chord DRWG HIPFR1801014 shot! have a properly attached rlpid ceOIng Locatlws shorn for pemonent lateral restroa+t of rubs, _ _ ILIL—,�- d FI �� chop have bracing gfstalled Per BESI sections B3, 97 or H)g, as npplknhno Apply Plotec to each Foto of truss and pposition as shorn above and on the Joint Details, anless rated atherrlso. = 1S' A E ANFTWODMPAW Refer to drorings 160A-Z for standard plate positlons. Alpine, a division of ITV Bulldfnp oonponents Group Inc shall rat be responsible for any devlatbn iron this dmwlno, any fa0ure to build the truss In confarnance rlth ANSi/TPI 1, or for hnndling, shlpping, � .p �F S AlQ^ ' Installat6 ion bracing of trusses. 1.. - g�.�pvetpage:1.Csula this=dra�fne yYdca es prafessiana responsmNt.�7v,'�"sdely for the d..Ign shorn The s1.1ty and use of this draftof i]p+ob's - "vz, 13369D ua LakCityetronMO For any s rucFm informationsee this gen�itrnl not s d thaseSreb sites, A'Iffeeef •.F"14�1 "`tl�!}} more page ALPIND rrrnlp1neltr.coni TPD rrrtpinstargl SBCfu rrr Fndustryorgi IM wirIcesafearg Valley Detail - ASCE 7-10 160--mph, 30' Mean Height, Endesed, 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, SEX Attach each valley to every supporting truss with, (2) 16d box (0.135' x 3,5') nails toe-naited 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 ���X4 12 Max, 2X4 i-- 8-0-0 max --i 04 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') nails at 6' o,c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web Is permitted with diagonal bracing as shown in DRWG BRCLBANC1014, Top chord of truss beneath valley set must be braced witht 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 seated 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 Toe -naked s» I? G\erg SQa 20-0-0 (++) I Supporting trusses at 24' o.c, maximum spacing, Square Cut Bottom Chord Valle 2X4 Stubbed Valley End Detail 4X4 if Optional Hip Joint Detail y d �ll_JJ� �— AN ITWODMPANY 13389 Lake(rpnl Odva EaM Cily, MO GW45 mWARNBuiss aim Hero FTn.Lw ALL Na= CH TF63 BRAVM -UeMTANT" FU&M TM BRAVING M ALL CoN RACMU MUSOM TIE INSTALLERS. Trusses regL&t est— —a M fobrkatbv. handung, shlppbi9, InstalUn and brow� Refer to and follow the ,,test ed11 of BCSI CB 11, Component S.fety Inforno1, ",y TPl and III for safety practkes prior to perf—ft these furctt.— Inatnllers shop provide tenporary braWg par BCSL tW.tt rented otherwise, top chord shall have properly nitocxd ttruabrm sheattnp and boet.m chore sh.0 have o properly attached Hold cNWWgg.. Locations shown for permanent loteral restro6K of webs s*.kt have b-cN Installed BCSI aeataM 83, B7 or B10, nt a le. Apply pintet to each face of truss WA pposition oe whom .hove and on the J.hi 8eto6s, udess noted otherdcv. Refer to dr.wings 166A-Z for standard pt.te p..M- . Alpine, a d]vlsian of IN 8,dtddv4q,p eowments Group Irc. shall rot be responsible for .n dwi.tkm fr.m this drawing, any foR-. to butd the truss In canfornanss with ANSI/TPI 1, or for h.nmop, sMppk+g, Npt.U.tWn t. bradng of trusses, A seal on this droWg or cover page Ustfig tit dro k,g, kdkates .eeeptance of professk—t Mhp ty tatty for the aet,ge, shown The wuMo uty and use of IN. drawino for n�rhy sirucMrek the recporttm0.ltY of the B,4ldng Betigrwr' Wr N6i/ipt i Sve2. For more khform.tlon see this Job's general notes ppoappee and these web sifts ALPINE, wwwolpkMtwcoml TPL wew.tptnstorgl SBCN wew,sbclndustry�org, NO m,kcsoFe,arg "`�,�9 ,i. iV(6{i, j''. G � Q' Riv,lwA, 'IC ` . F j -`. i _ T� OF �' �� ` `ti ' '�ifi,S'rf ,.� �i 4, . 2 �'. TC LL 30 DL 20- FIC DL 10 B�1 LL 0 - TOT, LD, 60 30 15 10 0 40PSF 7PSF 10 PSF 0 PSF 57PSF REF VALLEY DETAIL DATE 10/01/2014 DRWG VAL160101014 55 UR.FAC.1.25/1.33 1.15 1,15 SPACING 24,0' Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 Ft Mean Hot, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 Fsf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0. Note, Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing 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. detall Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Enoineer's sealed truss dpsion drnwino for ninovb-1, and base truss soecificntlons. Detail A I Purlin Spacing = 24' o,c, or less 12 Up to 12 17 11 Spacing = O.C. max I —Top Chord Scab (Typical Each End) Flat top chord purlins required at both ends and at 24' max o.c, spacing In between, Detail B , Purlin Spacing > 24' o,c. Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box nails (0.135'0.5') and secure top chord with 2x4 k3 grade scab (1 side only at each end) attached with 2 rows of 10d box naps (0,128'x3') at 4' ox, 12 Attach purlln bracing to the flat top chord using a minimum of (2) 16d box nalls (0.135'x3.5'). Up to 12 V i i i i 4 P 'i o.c. max > 24 Full Fiat top chord purtins required at Top Chord Scab (Typical Each End) Chord Depth both ends, purlln spacing ) 24' o,c, Notes 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. ell 4' wwI1PQtTANUs F VRAVIM M ALL CWTRACTORS LICI. M RS. THE INSTALLE,vr4'7 Trusses require -trene care in fabricating, handling. -Hoping, InstntUng and bracingg Refar to and LL�� follow the latest edition of HCSI Gupdina Component Sofety Information, by TPI and &CAI for so �CC practicvs prior to performing these fu ctlons. Installers -hall provide temporary bracing par 6CS1. N Unlec noted otherrlsr, top Chord shall have property attached structural ehenthirg and bottom chord shall have a property attached rlgld telling. Locations sham for permanent lateral restraint of webs Q LT I"�';1� shall have bracing = total s per above sections 83, g7 or Det ils appess a Apply pintos to soli fnev = ' IIL�Iuu(�-- Re truss draw ppaos 16 ne shorn andar pl on the .blot getols, unless noted otherwise. Refer to drprings 160A-i far stmdnrtl plate positions. •� Atpine, 4 divlslon of ITV guiding Components Group Inc, shall not be responsible for anyy deviation from +'{ AN fTW03MPANY this drawing, any failure to build the truss In can with ANSI/TPI 1, or for handling, shipping, AT Q Installation 16bradng of trusses, _ _ _ �•!____ _ --- — - - -c4a`e is - _caner=aogslating=t5ls=dnti- n s tr+ wing.-h3fc-tanea'ef=prefesstamt--- $ -' erylneerYg rrsparsty sRelY for the design alum. The sviWWgcy and use of ttJs drnwYg 6 for any struIs the spms4,lky of file BuidYq gesd�w, per ANSI/TPI t Sec2 �4 - 13389 Lakefront Drive for more Information see thi s job's general notes page and these web sites- Earth City, MO 63045 Bare. .... n.�u,a..�.....,...,. .,.. .��.ve,..,. rA.r.�•©i11A1 C-M Piggyback cap truss slant nailed to all top chord purlln 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 nalls (0.128'x3') at 4' o.c. Attach purlln bracing to the fiat top chord using (2) 16d box nalls (0,135'x3.51). The top chord 03 grade 2x4 scab may be replaced with either of the following. (1) 3X8 Trulox plate attached with (8) 0.120'xl.375' naps, (4) Into cap TC & (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' naps. Note- Nulling thru holes of wave plate is acceptable. x In addition, provide connection with one of the following methodst 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'xl.375' naps 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 8'x8'x7/16' <min) APA rated sheathingg ggussets (each face). Attach @ 8' o.c. with (8) Ind 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 H2, full 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 Ploavback Plate One 28PB wave pigggyback plate to each face @ 8' o,c, Attach {eeth to pplgg back at time of Fabrication. Attach to sup or trig truss with (4) 0.120'x1,375' malls per face per l Piggyback plates may be staggered 4' o.c. front to back faces, SPACING 24.0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 CLR Reinf-arcing This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired, Notes: This 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 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6C)i0 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, <X Center scab on wide face of web. Apply (1) scab to each face of web, Memo-er=- S-ubs-t-it-ution 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' c,c. Reinforcing member is a minimum 80% of web member length, T-Reinf. L-Reinf, Scab Reinforcementi Apply scabs) 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. —VARNDG- READ NO FOLLOW ALL NOTU IN TNIS DRAVDim TIE 7NST&IERS IVIq L1s �i� TC LL PSF REF CLR Subst. esDIP ITANTa rMMM TMWAVM TD ALL C@IiRA MM D CLIMM Trusses requYro extrene care In fabricating, handling, shipping, e+stal6ng and bracing. Refer to and1 �� \vF� TC DL PSF DATE 10/U1/14 follow the latest B�Btlon of BCSI (B ,,, Component Safety ilMorna 1 by 11 and S11 for softly pract�es prior to perforQ g these functions. Instapers shall provide temporary bracing per BCSL r A� AA-- �`v��S "v DRWG BRCLBSUB1014 UMess noted otherwise, top chord shah have property attached structurat sheathIN and batten chord shalt have a attached rigid "IWg. Locations shown for lateral restraint of webs `���� _ � i1' % C DL PSF v L=`ram Il�r— property pernanent shall have bracing Installed per BCSI sections 113, B7 or 810, ns nppLkoble. Apply plot- to each face of tru s nd position as shorn above wW on the Joint Detass, �nlasa noted ofhervlse. Refer to drawbnp. I60A-2 fro standard plate posltions A iS = ILL PSF Alpine, a W.Won of ITV B.RW g Canponents crop Inc shall not be responsible far any devintlon from — SOT. LD, PSF AN fPWCOMPANY this draving, any 11,g to 11 the truss In conformance with ANSUVI 1, or for handling, shipping, � .� ATE OF InataLLntbn L 6radng of trusses, A seal on this drawing or cover page Ilit4g this drewbg, bwlcates occePtancr of professional use of drowMg rc tiv,.solelY for the design shown. The suitaper .n �," s 40Aif17� (q OUR. FAC. ST cp for�uc "' responslb6liy of the Bu0.nnnp Designer per ANS[/TP2 1 SeeE 'd 1 W SPACING 13389 Lake&ant Drive Fanh City. M063048 for mars Mfornatton sea tMk ,pb's general notes page and these web sitesS6! ALPWE, wvwAlpwieitw.cMi TPI- www.toNst.orpl SI1CN www.sbcintlustrvamnl ICa wwwkcsofeora ��yy ���}*��,r 47"Flan a. 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L,l}n lm asuo,4 apD Aaagwnl pag4lwuad wnwixDw aLil 'uagwaw apls t4:)Da. oqul <ulw 1,ex,8Zt'o) sllDu un6 .ao xog pot 6uisn 11DN 'paJa66D s smo.a ^o'o ,b :.D smou (g) aa.aL14.- 6uisn suagwaw 9x2 oqul TON 'pa.aa6 D}s smou "o'o ,y }D smoi <Z) oma. 6uisn suagwaw },x2 o}ul IIDN 'lauDd ua>lo.aq aql. ulN4.im ag �,snw (S) Lg6ual Aagwaw qD::)S (a) + (-)(a) = (s)q:}Cua1 uaquaw apls wnwlulN 'a�Dj uad gDos auo AjddV '.aagwaw pa6Dwvp sD salsas puD 'apio,46 'azls awes 's Aagwaw apls 9xZ oma. ,ao yxz om j = (S) (g) oa.4D pa6Dwvp jo apls {ova uo aouD}sip 6uillvu wnwlulN = (-i) uolToas pa6Dwvp 3o lq}Bual xvw ,21 'DauD pa6DwD(j = <g) •11,o ap sIUj- ul-lm Aldwoo l.ou op :�Dq:: sulDda A fuo Ao4 ua An}7D,4nuDw ssn.al, aL41. }oDnuo0 'pamol o auo ssn A} .aad s>lDa.aq om} uDN} avow ou puD lauvd puot{o Aad >mauq auo uDq a.aow old 's aagwaw ua>io aq 9x2 .ao t xe Li4.lm sassnu} Ald al6uls uo,4 iuo pIIDA sl u6isap slLil 'uagwaw qam uo p.aot{o ua>io.aq u1.1m ssnuD, D .ao j s.aloda.A sal,41pads 6ulmD Ap s141 u3>10.ag JO pa>�D-OJ3 THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD - _ -_— — — LOADING_AND ANY TRUSS WEB_ C❑NFIGURATION FOR 24' D.C. MAX. STANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING -AND -IOPSF MAX. --CEILING LOAD„ _WITH THE EXCEPTIONS NOTED ON THIS SHEET 4' 0' OC MAX. LENGTH TO TRIM `TILLER f EXISTING FILLER - 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' D.C. MAX., OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND 'GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW), - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO 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 RESP❑NSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION OF ANSI/TPI. T USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. DER 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. NOTEt FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATI❑NS 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 CHORDIIN-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 REG, - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.12S'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLOC - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2.5') @ 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 IS' 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), WARMN3a READ AND FOLLOW ALL MOTES ON TM MhWM ,D,P=Wo FTIM91 THIS DRAVM TD ALL CIN IPAUMS 9if1ilDM TIE OISTALLERS Trusses require —trene care In fabricating, hendUng, shlppin , Installing and bracig. Refer to and follov the latest etetlon aF BCSI (Bu9hOng Conponrnt Sofrly Infornntbn, by TP[ and SBCN for safety prvctlros prior to perfarntn0 these functions Installers shall provide temporary bradnn per BCSL ass noted otherwise, top chartl sh�att have property attached structural Shea g and botton cha d ��� stroll have n ProDe Ins attached rIA I sect Locations shown For permanent lateral restraint of re e shalt have brndrg InninUed per eb. seed on the J or B10, o , unless, e. Apply plates to each face of trots aM ppocltbn ns drown above and at the .b►tt Oetalls, unless rated atharwtse. Refer to dravhtgs i60A-Z far standard plate positions. Alpine, a division of ITW Butang Conponwnts Groff Inc. shnU not be rasponsbhte for any devlStbn fr AN RWCOMRANY this d.•awing, any in0ure to build the truss In cons —me with ANSVTPI I, or for handwg, shipping, Instatlatbn L bracing of trusses. A seal on this drawing or cover page Ustl g this droving, indicates acceptance of professional. 6 re sotetY far the design shorn The sitabNty ord use oP this drovbg 13360 Lakefront Oriva it any hstruetu•ee is responsblity of the BuceDnti Des7gner per ANS!/IPl l Sec Ea,ih City, MO 63045 For rare InFornation see this Job's general notes page and these web sites. ALPRK, www.nlpinNtt.con, TPI. www.tpbstAra) SBCA, wvvsbclndustrv.orot IM vvlccsafe.orn N I°C ,o S AtEOF `��0', OR10� EF BC FILLER ATE 10/01/14 RWG REPBCFIL1014 r 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 (0,128ex3,0°, min) nails at 8° o,c, plus clusters of four nails where shown In figure below (w), N❑TEl #2 is the minimum lumber grade allowed for all species, - NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections. ..nrMTprm:WFtra�"qNMKX aW 7w WAvIW m N-i CUNV ALL MCtT= Iraun�me T`MQ TIIE DaTAL nes r'�%/�,''� TOTAL TOP CHORD REF 2X4 SCAB O.H. 10/01/14 Trusses requtre rtrene care In Fahrlcatlrg, hnnd8ng, shipping, inatolOng and brncMg. Refer to and edition `�,.`��\i�'` Ce��s LOAD NOT T❑ "DATE Fotier the latest of HCSI ®uRdIng Conponent Snfety Infor,aibn, by TPI and SBCA) far safely pprnctices prior to perfarning theca functions. Installers sMll provide tempoarraarryy brncing par BCSL gQ' �\ EXCEED 40 PS DRWG ❑HSCB2X41014 Unless mated otherwise, top chars shall have properly attached structural sheatldno and bottom chord Wgkl Locations far lateral �A = (DEAD PLUS LIVE) stag hnve a properly attached ceiling. shorn pernonent restrdnt of webs g3, H7 BIO, Apply to face II��ILr���—J��1I shnil have bvcUg Instnlied per BCSI sections or Os nppiknble. pinteL end+ of truss and as shorn above and on the Joint Detals, untess noted otherwise. .4. � T d �r�� positron Refer to dm 91s 16DA-Z for standard plate positions. = 1 ITW HulrOn Components Group Inc shall not be responslbte for an deviation from S AT� flF Q+ AN f1WCOMPANY t lea vision of g, My Fa1ure to bJltl the truss In cnnfornnnce with ANSVTP] 1, ar for harciUrp shipping, A _ _ _ -.— - - __ — _— —_ h_staotlon_L bracing of trusses. - _ 'lids-ilra�Y1➢�nrHcn _ _ — - —.—. — _ -. ® p� ',.�`` --. --_ IrseW-an-4Ns-dra s�n�apf—new-of Yofe..rfwal rYg re solely for the design abm The slatabusy and use of tt,ts draetrp DUR, FAC. l�15/1,25 For my strucMr�eIs dm re�onsdalltY of t/1e Bu0.dng Oestpner per ANST/TPI 1 SeC2. � �V 'a �F�" SPACING 24e 13389 Lakefront Crivo Earth City. MD [� ® �� 63045 pLPINEai reranaltr.con,aTPGe�rr.tpblit rgl SBCA� rw.sbcV�wgWstrynrgJeICQw��rJcc aFe.org `��\tttt�!`` _ O12 (2) 16d TOE NAILS 1 VARIES OPTIONAL SCISSORS BOTTOM CORD I �i (2) 16d TOE NAILS 8-0-0 MAX. SPAN j TYPICAL END JACK (EJ) N.T.S. i 12 -»—(4) 16d NAILS VARIES See Connection Detail i • �_ OPTIONAL WEB CONFIGURATION —(4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) N.T.S. ;PC J TOM Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. 12 B VARIES (4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. TYPICAL CORNER SET INSTALLATION TYPICAL L ADING (P.S.F.) b��� P� G�E /V S� Flo® TILE: SHINGLE: TOP LIVE LOAD:! 20 20 No MANUEL MARTINEZ, P.E. TOP DEAD LOAD! 15 7 a BOTTOM DEAD LOAD: 10 10 " TOTAL: I 45 37 FLORIDA REGISTERED ENGINEER STRESS'INC. 1.25 1.25 �� (,r�'c LICENSE # PE 47182 WIND DESIGN: MI 160 MPH PER �� ' STATE OF � a ASCE 7-10 MA1�24° O.C. ®(%.�• ��� i �s ^. O "WARNING" Read & FdIlow all notes on this drawing. �s�s 0 R ; � ♦� Furnish this drawing to all Contractors including the installers. i �seaeeoe� N❑TEi Details 1 (2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0,128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR C4)10d BOX/GUN (0.128'x3.0') NAILS. STRONGBACK BRIDGING REC❑MMENDATI❑NS I BUTT STRONGBACK BRIDGING TOGETHER 4� ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6` O.C. NOTEm IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH BACK TO (3)10dO WEB W/ (3) lOd COMMON` (0.148'x3') NAILS OR (4) 10d BOX/GUN \\\ STRONGBACK BRIDGING SPACING REQUIREMENTS UP to lir None re ulred 10' to 20' 1 row (at artier of sW 2' to 2 roes 0 at each It3 ) 30' to 4 3 rm 0 at end V4 pubA0 Over 40' Soce rocs at 9 or. BOTTOM CHORD WITH 810 - 3' SCREWS STR❑NGBACK BRIDGING ATTACHMENT ALTERNATIVES &W#J IPQU WO IMID FGU W ALL NffMS Mi TM BRAVM -NVP= r" F R IMI This DRAWR6 To ALL COirRACMRS VAIA D W TIE INSTALLERS. Trusses require extreme care In fabrlcating, handling, ahtp�MMap, installing and bracing. Refer to and fait" the latest edition of BCSI ("ding Congment Safety lvlormtion, by TPI and SECA) for safety practices prior to perforntp these functions. Installers -*balk provide temporarryy ��knclnp per BCM. Untess noted othereise, top chord shall have properly attached structrai sheathing .I bottom chard shall have a property attached NBCpSWI Ceiling. Locations shom for peroanent laterat restraint of eebs of trusshaw. and ppositiontn as d pershown above andsectonon the BJoint Details, an aun4sss noted erslse, to anG face Refer to dmaings 16OA-2 for standard plate positions. ....—.. �.._..__ Alpine, a division of ITV Buadna Components Group Inc shalt not be resoansibis for anv deviation from No -Ali scab -on blocks shall be a minimum 2x4 'stress graded lumber,' oAll strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' ow -The purpose of strongback bridging is to develop toad sharing between Individual trusses, resulting In an overall Increase In the stiffness of the floor system. 2x6 strongback bridging, positioned as shown In details, Is recommended at 10' -0' o.c. (max.) op -The terms 'bridging' and 'bracing' 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, 'Bridging,' 'particularly 'strongback 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 'bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the Installation of strongback bridging and therefore is strongly recommended by Alpine. For additional Information regarding strongback bridging, refer to BCSI <Building Component Safety Information), TC LL PSF REF STRONGBACK DATE 10/01/14 TC DL PSF BC DL PSF DRWG STRBRIBRIO14 *u ,A $ BC LL PSF § A seal an floe dntistip or cover Wpe Us th this drawing, Indicates accepts" of profesdoret .werac.rmu:.raae;ne=mmssrx ermtee«tp tE1ty sotety for iIw shorn The wtabuty and use of linos draft � -� -•� DUR, FAC. 1.00 13369 Lakefront Drive Fcr aiy struetre b the resp�bllly of the &Adrp wr per A�/iPI 1 U a ^^�°� • Earth City, MD 63045 For more tlfornathon see this Job's general no ppoppee and these web sites, „w, �-^�^«�.•-«��-+-�^�^�^�. SPACING ALPIIE, —alpinehte.con) TPIm netphstargt SBrN •.•abcindustryargJ ICG ••elccsofearp