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Home My WebLink AboutTRUSSRANEY COMPONENTS d11ey 19900 Independence Blvd. 10 Groveland, FI 34736 01t1rone ts, Etc one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00061 Printed: Tue, May 29 2018 Gov inrarmartan: Address: FOR Name and License Number stomerName: Creekside Lot 61 3 Horton 8644 Cobblestone Dr scription: city, State, ZIP: _GB-Galen-2432 "H" OL Fort Pierce, FL Loading n Orll7CE ... Root Loads: Floor Loads: TC Llve: TC Dead: BC Live: BC Dead: TC Ltve: TC Dead: BC Live: BC Dead., 20 7 0 10 40 10 0 5 Bldg. Cade: Wind Sid: Wind Speed. Bfdg. Useage: Building Type: W/nd Type: FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W!M Pages or sheets covered by this seal from: 1 thru 44 Total 44 # 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 11 All 12 Al2 13 61 14 B2 15 BA 16 8,13 17 BJ5 18 EJ5 19 ER 20 0J5 21 CJ7 22 Mv1 23 MV2 24 MV3 25 MV4 26 4M1 27 4BJ1 28 4BJ3 29 4CJ5 30 FT1 31 FT2 32 FT3 33 FT4 34 FT5 35 FT6 36 Fl7 37 FT8 38 FT9 39 FG1 40 FG2 41 4EJ3 42 4CJ3 43 4D2 44 4D1 Digitally signed by Manuel Martinez f I stACES Business a n u e t Representative, ou=M AND E Rzpres ntative,ou= ASSOCIATES P.A., cn=Manuel Martinez, � A.9.2342.19200300.100.1.1=A01096000 art • i n e 00014B4CFBFE960000211F Date -04'00' 6itD Z- eAcr version: Adobe Acrobat DC version: 2015.006.30418 *"I I I a 10 F,' " SERIAL 40 015A 38 FF 58 8180 BB 7F49 00 992E 85' FB This 1tamlAaLsanala 's aed all walad by ma —al Warlk,:4 &°E{FL.1@c.tt4:S�2.(an �tad�l: slwweaircngasxF L r�-tlt enticxt;ess ca9a. NuMd ceps—fdis timm—'rat sra mot ca mi ads c znd scaled ', ttm-rm stW aeifW on. �,rdwtronk ct,;Jas. Page 1 of 1 FIDE COP` r 'I -, Job Number: 36CS00061 Ply: 1 SEQN: 684346 PT9 / COMN' 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 3 FROM: GLM DRW: Truss Label: Al Wgt: 186.2 Ibs / ... 0512912018 i' 18'9"1 7'713 '2°2 14't0"4 16,10° 1� 26'09 338" 7'T'13 6'8°2 1'11"1 7'2°13 77"7 m3Xi SEAT PLATE REQ. F®exs 102X4 ®4X6 =3X4 m3X8 W3X4 m4X6 012X4 33'8" L1' 7'6"1 4'S"15 26"12 2'3"4 2'3"4 . 2'6"12 45"15 f 7'6"1 12' 14'6"12 16'10" 19'1°4 21'8° 26't"15 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: 21.79 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.37 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bat chord 2x4 SP 91 Webs 2x4 SP 93 Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL 1 W Pf'. NA Ce: NA VERT(LL): 0.153 L 999 240 B 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 Brg 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 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1190 -141 B - C 1541 - 2630 F - G 1197 -1661 C - D 1207 -1934 G - H 1244 -1935 D - E 1230 -1922 H -1 1594 - 2645 No 04,710 11.1 29 40 015A38 FF 53 8180 BS 7£49 00 99 2E 95 FB Sf.h itam'hstat�wa cknad'saalcd hat cAassrs3 taartinez, .T"E €,fL, its.C4T*"r{�••(cnda3¢.�ttowirata�.fi8 a 5H�8 �tlsenr��rsz�tr- x'tbtrd upfmmrlwh sdexw== notcxW&md soots :�d=Ind grad tie.'"sRsi aa�nn13a4�Sc�a rnrQst-�anaEit�d ens�ed¢ctra�3a t�lns. Maximum Bat Chord Forces Per Ply (Ibs) 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 -135� N - M 1695 - 881 J -1 2381 -1356 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 300 -17 M - G 507 - 664 C-N 487 -715 G-L 453 -212 N - E 451 -199 L - H 535 - 731 E - M 505 - 662 H - J 304 - 30 F - M 1269 - 922 i **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, b TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary ctaey bracing per BCSI. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chard shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or t 10, ortr ranznts !r as applicable. Apply Oates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to f drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIq Pl 1, or for handling shipping, installation and bracing of fn1SSeS.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Job Number: 36CS00061 ' Ply: 1 SEQN: 684344 / T45 / COMN 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: AZ Wgt: 186.2 Ibs .. / ... 05/29/2018 M a 63X -47 W711 T7"13 2°2 14'104 16'10" 1'11"1 26'0"9 318" 7'7"13 6'B"2 1'11"1 72"13 7"; Fla5X6 012X4 m4X6 a3X4 m3X8 m3X4 m4X6 1112X4 SEAT PLATE REQ. 1' 7'6"1 r + 7'6"1 + 33'8" 45"15 26"12 2'3"4 2'3"4 2'6"12 45"15 12' + 14'6"12� 16'10" 19'1"4 21'8" 26'1"15 SEAT PLATE REQ. T6"1 33'8" ding Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria ♦ Maximum Reactions (Ibs) .L: 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 )L: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.152 N 999 240 B 1326 1635 / 714 / - 1255 18.0 .L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.417 N 999 180 1 1264 1598 / 653 / - /- / 8.0 )L: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.056 J - - Wind reactions based on MWFRS Ld: 37.00 EXP: C HORZ 0.105 J - - �L) B Min Br Width Re 1.6 9 q 3CLL: 10.00 Mean Height: 21.79 ft Code / Misc Criteria Creep Factor. 2.0 I Min Brg Width Req = 1.5 it: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.523 Bearings B & I are a rigid surface. 9 9 d Duration: 125 BCDL: 5-0 sf p MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.573 Bearings B & I require a seat plate. ping: 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 nber B - C 1540 -2628 F - G 1195 -1659 C - D 1205 -1932 G - H 1243 -1933 chord 2x4 SP #1 D - E 1229 -1920 H - I 1588 -2637 chord 2x4 SP #1 1s 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) A Chords Tens.Comp. Chords Tens. Comp. nber design based an both MWFRS and C&C. B - P 2363 -1328 M - L 1694 - 871 N - M 169 - 1879 J - I327 I 2372 -1350 '; aev' " r -' 4- Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. . P - C 300 -17 M - G 507 - 664 Z. C - N 487 -715 G - L 452 -211 N - E 451 -199 L - H 530 -724 STATE f E - M F - M 505 - 662 1268 -922 H - J 301 - 28 40 015A 38 FF 58 8180 B8 7F49 00 99 2€ 85 FB v-,u ltam7,aa beats e{edt g:3rnad arch fad by Lua .i Marlines, Mort, uc.047112taci-�mr'.aSc's7w�+a ,x3og asNS.l aa�ant�sa "m�nc�d+� artatad tgpzm ftfo: domrmcat MBoot aow sad oral=lad �.d ti•�a S axd4�anUtaEitaoacsfe nwl � x�df&edam smyelactmok apias. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Wsses require extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building pmponenf Safety Information, by TPI ana SBCA) safety practices prior to performing these functions. Installers shall provide temporary rta� b acing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly a ached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10, rnnenrs,ir a§s applicable. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. (2efer to 1 dr�awings 160A-Z for standard plate positions. A►�ine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the t ss in conformance with ANSI>�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ li ing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability a�d use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00061 Ply: 1 I SEQN: 684363 / 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 I / ... 05/29/2018 7'7'12 .V"2 15' 18'8" 25'5"14 "4 33'8" r 77"12 8"6 6'9"14 3'8" 6'9"14 7'7"12 �5X8 --5X6 E F 1112X4 Ea X6 a3X4 mm EEm 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 33 8" T6" + 4'6" 3' 36"4 3'1"12 4'6" + 7'8" F' 0 r T 7'6" 12' 15' 18'6"4 21'8" 28'2" 33'8" Loading 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 Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.144 N 999 240 g 1325 / 637 / 727 ! - / 243 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.392 N 999 180 1 1325 / 637 1727 / - /- 18.0 BCDL: 10.00, Risk Category: It Snow Duration: NA HORZ(LL): 0.057 K - - Wind reactions based on MWFRS Ld: 37.00 EXP: C HORZ L 0.107 K (T )� B Min B Width Re 1.6 � q — NCBCDes : 1 00 Mean Height: 21.41 ft Code / Misc Criteria CreepFactor. 2.0 1 Min Brg Width Req = 1.6 Soffit Soffit 2.00 . TCDL: 4.2 psf BCDL: 5.0 psf p Bldg Code: FBC 2017 RES Max TC CSI: 0.54D Bearings B & I are a rigid surface. 9 9 Load Duration: 125 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.606 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.423 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 F - G 1269 -1876 Lumber B - C 1619 -2632 G - H 1245 -18 18 C - D 1250 -1895 H - 1 1618 -2632 Top chord 2x4 SP #1 D - E 1274 -1883 I - J 23 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. Comp_ member. Or 1x4 "T" reinforcement. 80% length ofweb speciesme g _ p 2367 -1361 M - L 2363 -1387 member. attached with BdaBox Gun (0 1R3 grade 5" min.)natls 6" oc. - e P - O 2363 -1361 L - K O - N 2363 -1361 K - 1 2363 -1387 2367 -1387 Wind a4 . N - M 1671 - 876 Member design based on both MWFRS and C&C. r No 7 Maximum Web Forces Per Ply (Ibs) aen . Webs Tens.Comp. Webs Tens. Comp. a P-C 312 -16 M-F 429 -256 Z. - : " C - N 527 -753 M - H 530 758 17 STATE "OF e E-N 427 -215 H-K E M 189 -183 314 - 40 015A38 FF 55 81 BO 13137E 48 00 99 2€ 85 FB Wihenshasi akarwic ystpadwdicaledbymarn .lMarthw. PE(il. tie.=702f on da3r,zhawn aC nu^. itiaS4rAw1 asstltent�aiia. � i tad eroPsu aSCtus docrs�•rrizrm notccm7nd sffacx:ud arni smnind i araE tCse ��3s� T av�tesnt3ca4ie�sezr,7c mcSC Ln a�rif�fearacsydeetre�� ruyinx. � *"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) toy safety practices prior to performing these functions. Installers shall provide temporary ct7ey. bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro efly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp ins sled per BCSI sections B3, B7 or 910, not 7#ttfeftt5, ur as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (lifer to t. drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildin Components Group Inc, shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handl% shipping, installation and bracing of trusses.A seal on this cawing or cover page, , listing this drawing indicates acceptance of pro essiona 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 ANSIITPI 1 Sec.2. For more information see this'ob's general notespage and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ' SBCA : www.sbcindu .com' [CC: www.lccsafe.org 'I I Job Number: 36CS00061 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: A4 zo io =3X SX Qty:Wgt,166.6 Ibs I FROM: GLM48 / T3 /HIPS I DRW: 05/29/2018 77'12 2"2 15' 18'8" 25'5"14 7'7"12 6'9"14 3'8 6714 ge5X8 E5X6 E F N2X4 =4X6 =3X4 =3X8 =4X6 192X4 33'8" 77"12 i 1 SEAT PLATE REQ. 337 - ---'� 7'6" 4'6° 3' 3'6"4 1 31.12 1 4 6• 1 7 6• F1'+ 7'6" 12' 15' 18'6"4 7 21.8" 7 26'2" T 33'8" ading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) LL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# LOG R / U / Rw / Rh / RL / W DL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.144 M 999 240 B 1327 / 638 / 727 I - / 230 / 8.0 LL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.394 M 999 180 1 1263 / 600 / 666 / - / - /- DL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.057 J - - Wind reactions based on MWFRS s EXP: C HORZ L 0.107 J - - �) B Min Br Width Re 1.6 g q CLLd: 10.00 BCLL: 10.00 Mean Height: 21.41 ft 9 Code ! Misc Criteria Creep Factor: 2.0 P I Min Brg Width Req = - ffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.554 Bearing B is a rigid surface. 3d Duration: 1.25 BCDL: 5.0 pal MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.615 Bearing B requires a seat plate. acing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.433 Maximum Top Chord Forces Per Ply {Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(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 1264 -1679 tuber B - C 1632 - 2636 F - G 1284 -1881 C - D 1265 -1900 G - H 1260 -1894 a chord 2x4 SP #1 D - E 1288 -1888 H -1 1659 -2652 t chord 2x4 SP #1 Ibs 2x4 SP #3 Maximum. Bot Chord Forces Per Ply (Ibs) icing Chords Tens.Comp. Chords Tens_ Comp. Continuous lateral restraint equally spaced on B - O 2372 -1419 L - K 2384 -1421 mber. Or 1x4 "T" reinforcement. 80% length of b member. Same species & SRB or better, O - N 2367 -1419 K - J 2384 -1421 grade ached with 8d Box or Gun (0.113"x2.5",min.)nailsMAP N - M 2367 -1419 J - I 2388 -1421 6"oc. ' ° 4tr -eaa� M - L 1676 - 936 I Ties ngers Maximum Web Forces Per Ply (Ibs) Hanger Support Required, by others ; o 0,47102 Webs Tens.Comp. Webs Tens. Comp. nd O-C 312 -16 L-F 431 -268 mber design based on both MWFRS and C&C. ' C - M 526 - 753 L - H 558 - 776 E-M 427 -217 H-J 318 -25 E-L 190 -183 Vj STATE OF a. IAL 40 01 SA38 FF 58 81 BO BB 7F48 00 99 2E 95-FB This iternRxs£em aletir: a (al arad.a =fad lap Ha el MattfnaZ' fit, tic W122l as tiie&ft stwwn abeW Wn8 a 5RA4 "wtk=iznmale. Famed sr.�a;iasarsfds da=ent�re vatcm w&wd s'7dne� xr d Salad 24 thcz ias4het+t',a9➢eusaxv!¢rnast ha amsWimd m=ydscttardt cavint. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, bV TPI anc7'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporarrvy attey, per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or 610, m!ornnznts, lit icable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to . Is 160A-Z for standard plate positions. a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSITfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ;e of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00061 4EGB-Galen-2432 "H" OL /DR Horton 14EGB-Galen-2432 "H" OL Truss Label: A5 SEAT PLATE REQ. T7"12 7'7"12 Ply: 1 SEQN: 684333 / T15 / HIPS Qty: 1 FROM: GLM DRW. Wgt:166.6lbs .. / ... 13' 20'8" 26'0"4 5'4"4 + T8" + 5'4"4 i05X8 =5X6 D E 102X45a3X6a3X4 m5X8 1112X4 33'8" 33'8" TB" i 4'6" r 1' T6"4 L 2 I TB" T6" 12' 13' 20'6"4 26'2" 33'8" 05/29/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.141 J 999 240 ♦ Maximum Reactions (Ibs) Loc R / U / Rw 1 Rh / RL / W B 1327 / 640 1736 / - / 202 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.386 J 999 180 G 1263 / 602 / 674 / - /- / - 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 L 0.103 H - - �) B Min B Width Re 1.6 q Code / Misc Criteria NCBCLL: 10.00 Mean Height: 20.99 ft g Creep Factor: 2.0 P G Min Brg Width Req = - Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.571 Bearing B is a rigid surface. 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. S ')A 0 " Rep Factors Used: Yes Max Web CSI: 0.463 pacmg. C&C Dist a. 3.37 ft Loc. from endwall: not in 9.00 ft 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 1 VIEW Ver: 17.02.02.1208.15 A - B 23 0 D - E 1374 -1867 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Hangers I Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and CBC. SWUALM 40 015A38 FF 58 8120 BB 7F 48 00 99 2E 85 FB Yri;itetsiixashecnebs : +adaas9aaaladhyri2mtlmwt�wr, B - C 1645 -2604 E - F 1411 -2068 C - D 1422 -2075 F - G 1659 -2621 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - L 2337 -1427 J -1 1863 -1087 I L - K 2333 -1427 1- H 2350 -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 j �P,(FL.tYs.Ct7SH24tratY3tc�liassvza%+r.8nga5EfA 1 ared7entisaL'estc.�.fa. Prbwd cg3 nafdis tioca2 maim not cmddwdskaad:and walod awb thx A ard+en[ica2[anccrlm rnest twwAfbd mamydeamrk C"Im "`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, bV TPI anr7 SBCA)1or safety practices prior to performing these functions. Installers shall provide temporary �rfr bracing per BCSI. Unless noted dtherroise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, nm rtrttents ue as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. t&46r to t , drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this rawing or cover pa e_ listing this drawingg, indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability and use of this 7rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. cam. n i"r fi— —thie infix neneral notes name and theses weh sites- ALPINE: www_aboineihv.com: TPI: www.toinstom: SBCA: www.sbcindustrv.com: [CC: www.lccsafe.ora _ Job Number: 36CS00061 r, Ply: 1 SEQN: 684357 / T11 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: A6 Wgt 166.6 Ibs / ... 05/2912018 77"12 13' 20'8" 26'04 77"12 + 5'4"4 TB 5'4"4 7712 io5X8 D !ta 5X6 E 192X4 =3X6=3X4 m5X8 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 33'8" 46" +1 , 76"4 T 5712 T 7'6" 1213' 20'6"4 26'2' ling Criteria (psf) Wind Criteria _. 20.00 Wind Std: ASCE 7-10 L: 7.00 Speed: 160 mph L: 0.00 Enclosure: Closed L: 10.00 Risk Category: 11 EXP: C Ld: 37.00 Mean Height: 20.99 ft CLL: 10.00 TCDL: 4.2 psf t: 2.00 BCDL: 5.0 psf I Duration: 1.25 MWFRS Parallel Dist: h/2 to h ;ing: 24.0 " C&C Dist a: 3.37 It Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 chord 2x4 SP 91 chord 2x4 SP #1 )s 2x4 SP 93 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)/l0(0) Plate Type(s): WAVE Dell/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W VERT(LL): 0.141 K 999 240 B 1325 / 639 / 736 1- 1216 / 8.0 VERT(TL): 0.384 K 999 180 G 1325 1639 1736 / - /- / B.0 HORZ(LL): 0.055 1 - - Wind reactions based on MWFRS HORZ(TL): 0.103 1 - B Min Brg Width Req = 1.6 Creep Factor. 2.0 G Min Brg Width Req = 1.6 Max TC CSI: 0.552 Bearings B & G are a rigid surface. Max BC CSI: 0.523 Bearings B & G require a seat plate. Max Web CSI: 0.439 Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens_ Comp. VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1402 -2061 B - C 1632 -2599 F - G 1632 -2600 C- D 1408 - 2070 G- H 23 0 D - E 1370 -1861 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - M 2332 -1369 K - J 1858 -1027 M - L 2329 -1368 J - 1 2329 -1394 L - K 2329 -1368 I - G 2333 -1395 iew Maximum Web Forces Per Ply (Ibs) kw" Webs Tens.Comp. Webs Tens. Comp. 60, M-C 248 -17 J-E 468 -216 00 C - K 396 -647 J - F 400 -553 Im D - K 469 -208 F - I 252 -18 D-J 176 -172 40 01 SA 88 FF 58 81 BO BB 7F48 00 99 2E 95 FB rhk itamfraa 0edreleatm ckaby Aped as d=fad by &Urrrel l49artinex, e'£ t1• Lk.047IN21 anthe daze Mwwrt abase siting a SRA•1 awGtane�azisett�n. r'v�tad ecpaaxraiah� docrr..aa:asmnetccas3emad vgned�d.aalad ariE tiro 2aa`ttran7�a9�nccu8emut �z�erNicd mau{atactresnS: ra>piaz_ —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS fusses require extreme care in fabricating, handlingshipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building 4omponent Safety Information, by TPI ancJ'SBCA) safety practices prior to performing these functions. Installers shall provide temporary crrrey bracing per BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y chetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insfalled per BCSI sections B3, B7 or 610, p Uell s lit as applirab"le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer to 7 Aawings 16OA-Z for standard plate positions. pine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the tfiuss 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 rot'essiona engineering responsibility solely for the design shown. The suitability acid use of this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. i x Job Number: 36CS00061 Ply: 1 SEQN: 684361 / T131 HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM [DRW. Truss Label: A7 Wgt: 169.4 Ibs / ... 05/29/2018 77"13 + 11' + 18'10" + 22'B" } 26'0"3 33'8" _� 7'7"13 3'4"3 5'10" 5'10" 3'4"3 77"13 SEAT PLATE REQ. m2X4 16X4=3X4ea3X6 =3X8=3X6°3X4 192X4 SEAT PLATE REQ. 33'8" 7'6"1 15 1' 4'10" 4'10" 1' 3'5"15 T6"1 1� 7'6"1 11' 12' 16'10" 21'8" 22' 26'1"15 33'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W 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 1640 / 739 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.055 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(fL): 0.102 J - - B Min Brig Width Req = 1.6 NCBCMean Height: 20.58 ft Code / Misc Criteria CreepFactor: 2.0 H Min Brig Width Req = 1.6 Soffit : 1 .00 TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.534 Bearings B & H require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.502 Spacing: 24.0 " C&C Dist a: 3.37 It Rep Factors Used: Yes Max Web CSI: 0.277 Loc. from endwall: not in 9.00It 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 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 1661 -2597 Top chord 2x4 SP #1 D - E 1623 - 2305 H -1 23 0 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) i 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 MW -1421 s 'fie Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp. s 0 P'0# P - C 228 -21 M - F 388 -277 v C - O 345 -448 F - K 387 - 240 D - O 387 - 240 K - G 345 - 446 e *� D - M 388 - 278 G - J 228 122 E - M 312 -355 R V 40 015ABS FF 56 81 BO B5 7F4817U 99.2E 85 FB 3hh itemh= 8sczn by PrLw..1 Marim¢z, �£ £�t.i3c.GdriS2t en t2i¢v�ate•,sfcowa'a�sa ttslega SFfA i � s¢ntkazzsiar ftb'ed 4opers ardis docu*tA= not amWdmd s4ndd md=abd grad that a a+�anC.camizxazxlr• rn�t 8xvrs±facdznaeycicctmra'k aat<las. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin handlin shi ping, installing and bracing. , Refer to and fallow the latest edition of SCSI (Building Component Safety Information, b TPI an�'SBCA) for satPety practices prior to pertorming these functions. Installers shall provide tempostiyy anep. bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 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. {iefer to dnrj.... , R drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinpy�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 handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. . listing this drawing indicates acceptance of ppr 3 essiona 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 ANSIrrPI 1 Sec.2. Job Number: 36CS00061 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: AB �I 7T13 11' 16,10, T7"13 3'4"3 5'10" Ply: 1 SEQN: 684329 / T14 / HIPS Qty: 1 FROM: GLM DRW: Wgt:169.4lbs .. / ... 05/29/2018 1112X4 22'8" 260"3 33'8" 5110" 3'4"3 7713 13a6XI3 E o8 BF T ,2 5 g3X4C G �3X4 Ia 1 =4Xj(A2)B H 21X4(A2) O N M L K J I 1112X4 _3X4m3X6 m3X8 aV6=3X4 1112X4 SEAT PLATE REQ. 33'8" F7' 7'6"1 3'5"15 1' 410" 4'10° 1' 3'S"1'5 TB"1 7'6"1 11' 12. 16'10" 21'8' 22' 26'115 33'8" Wing Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) LL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R 1 U / Rw / Rh / RL / W DL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.161 E 999 240 B 1327 1642 / 739 / - / 175 / 8.0 LL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.440 E 999 180 H 1263 / 604 / 677 / - / - / - DL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.055 1 - - Wind reactions based on MWFRS s Ld: 37.00 EXP: C HORZ L 0.103 1 - (T )= B Min Br Width Re 1.6 9 q = BCLL: 10.00 Mean Height: 20.58 ft Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = - fit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.560 Bearing B is a rigid surface. ad Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.529 Bearing B requires a seat plate. acing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.280 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 1643 -2312 tuber B - C 1674 -2602 F - G 1533 -2227 C - D 1540 -2221 G - H 1677 -2620 chord 2x4 SP #1 D - E 1643 -2312 i chord 2x4 SP #1 !bs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) ngers / Ties Chords Tens.Comp. Chords Tens. Camp. Hanger Support Required, by others B - O 2335 -1453 L - K 2009 -1196 nd O - N 2331 -1453 K - J 2009 -1196 NO mber design based on both MWFRS and C&C. M - LI 2005 -1202 i - H 2353 -1457 Al sus Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 047182 e a O- C 228 -21 L- F 386 -272 � C - N 344 - 447 J - G 357 - 466 Alt, 4�tr '. D - N 387 -240 F - J 396 -246 ,R s 2,4 D - L 391 - 356 G - I E - L 314 -356 233 35 40 01 SA 38 FF 56 8160 8B 7F48 00 99 2E95 FB it'll itemiraatecn aMctrcn5sa js's ted ands W lay Manuel Martinez" 'ew= (&t.. tic, �rT392t asp PhmziaSs sheen: amardE,g a SIiAi � au�ice,�casA:xrsxz3a. meted ceapt=a1t1u d--,v =gym Path elimeda n3 andz 1.d and tisc aka enraatic�e�staencct 6m.wedfi�f cnasrgd�ttnrsk rnim "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 3 asses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building omponen[ Safety Information, by TPI an SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary �rsey b cing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly a ached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or 610, onr r nrrrtx to a applicable. Appty plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (tefer to X, d awings 160A-Z for standard plate positions. me, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the t ss in conformance with ANSI PI 1, or for handling shippinq, installation and bracing of trusses.A seal on this drawing or cover page_ _ li ting this drawing, indicates acceptance of prot'essiona engineering responsibility solely for the design shown. The suitability a I use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. i Job Number: 36CS00061 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 I Wgt: 177.8 Ibs .. / ... 05/29/2018 T m3x 1 49"14 9' 16'9" 24'0"13 31'8"1 4'9"14 472 7'9" T3"12 774 1.11"1 2'5X8 i--3X4 m5X6 m6X6 ®3X4 o4X6 m4X12 ®4X4 SEAT PLATE REQ. 33'8" 9' T6"8 5711 21'11"1� 9' + 16'5"8 + 21'8" 24'0"131 31'8"1 3 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 Des Ld: 37.00 EXP: C Mean Height: 20.16 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: 3.37 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113W.5",min.)nails @ 6" oc. Hangers 1 Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Snow Criteria (P9,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE DefIICSI Criteria PP Deflection in loc Udefi U# VERT(LL): 0.199 E 999 240 VERT(TL): 0.545 E 999 180 HORZ(LL): 0.0491 - - HORZ(TL): 0.092 1 - - Creep Factor. 2.0 Max TC CSI: 0.645 Max BC CSI: 0.663 Max Web CSI: 0.709 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 40015A38FF5168180BB, 7F4800992E85FB rfaititamir3a �aa ekctraxpzignnd�3:ealnd 6y i�sesl rAartkrct, ?E (Fi.. ttc.n�ir£92{ an �mdasaahawa aim gaga SNd�+i .�SAt anGcaB�a rdaa.. Prrtadca # :raithisBa sraWritcs*sas#r"ssad ad=dsalad saad tf�...2�:Rricaf.,saxi�eez�]¢nc.t:E.a.scr3f3cl.�tadeciimrik cxi:lns: ®4X4 T TM 11 ♦ Maximum Reactions (Ibs) LOG R I /Rw /Rh /RL /W B 1331 / 749 / 766 1- / 168 / 8.0 1 1259 /717 1600 /- /- /- Wind reactions based on MWFRS B Min Big Width Req = 1.6 1 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 E- F 1599 - 2359 B - C 1761 -2688 F - G 1599 -2359 C - D 1617 -2449 G - H 506 - 737 D - E 1922 - 2848 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 2435 -1715 L - K 2861 -1877 N - M 2232 -1501 K - J 692 - 466 M-L 2861 -1877 J-1 1 -1 Maximum Web Forces Per Ply (Ibs) I ' Webs Tens.Comp. Webs Tens. Comp. C - N 236 - 225 F - K 358 - 416 D - N 373 -104 K - G 1862 -1200 D - M 691 - 435 G - J 680 - 888 M - E 272 -167 J - H 1234 - 831 E - K 383 - 565 H - I W9 -1278 i **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ""IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshi ping, installing and bracing.. Referto and follow the latest edition of BCSI (Building Safety Information, by TPI anSBCA) y satPety practices prior to performing these functions. Installers shall provide temporary BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 610, e. APX plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {2efer to a division of -I NI i,ortor n acceptance any structure its drawing,any failure to build the on this drawing or cover page _ . . ie design shown. The suitability rtlaey. omlronrnr,,, us' Job Number: 36CS00061 y Ply: 1 SEQN: 684365 / T81 HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 1 FROM: GLM DRW: Truss Label: A10 Wgt 162.4 Ibs / ... 05/29/2018 4'9"14 9' 18'10" 24'8" 28'10"2 338" 4'g"14 4'2"2 T10" T10" 4'2"2 4'9714 T 1 m3Xf -47 r 0SX8 41 D 1112X4 E =5X8 F =3X4 =3X6 =3X8 =3X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 33'8" 3 + 410" + 410" 3 h 9 1 16'10" 21'8" 24'8" 33'8" T T ding Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) .L: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in toc Udefi L/# LOG R / U / Rw / Rh / RL / W )L: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.207 E 999 240 B 1325 / 751 / 737 / - 1160 18.0 .L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.561 E 999 180 H 1325 / 751 / 737 / - 1- / 8.0 X: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.059 J • - - Wind reactions based on MWFRS Ld:EXP: C HORZ L 0.109 J - - �) B Min Br Width Re 1.6 9 q CL 10.00 3CLL: 10.00 Mean Height: 20.16 ft g Code / Misc Criteria Creep Factor: 2.0 P H Min Brg Width Req = 1.6 it: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.630 Bearings B & H are a rigid surface. 9 d Duration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.695 Bearings B & H require a seat plate. cing: 24.0 " C&C Dist a: 3.37 it Rep Factors Used: Yes Max Web CSI: 0.670 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 itFT/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 1951 -2851 nber B - C 1765 -2674 F - G 1618 -2434 C - D 1618 -2434 G - H 1765 -2674 chord 2x4 SP 91 D - E 1951 -2851 H - 1 23 0 chord 2x4 SP #1 )s 2x4 SP 93 Maximum Bot Chord Forces Per Ply (Ibs) d Chords Tens.Comp. Chords Tens. Comp. nber design based on both MWFRS and C&C. B - N 2422 -1518 L - K 2217 -1325 N - M 2217 -1299 K - J 2217 -1325 Ittioi M - L 2217 -1299 J - H 2422 -1544 �aa ��•�a + W. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. vv �t4o 0471,62 C - N 243 -227 L - F 704 -484 D - N 383 -108 F - J 383 -108 f rw D- L 704 -484 J- G 243 -227 VA E - L 395 -463 TAT , ' OF Ae 40 01 SA38 FF 5B 91 BO 3B 71748 00 99 2E 85 FI3 rtakItem hasbtorsa�cttrzska'2js�}nad=36saaladfryMarz lMartine:, PE lFL, Ue."71921 on tAsdaSe sMwn aEaca %ming aSK%A. =drent`xa a=dC 29'mitdxeg afths`sdffisraac2ata mxstczm�' nd ntsTarad xalnd ars! tI��:R:i av3hen�catisaursade mr .t 4maredf�l �t a�r9tctrur5<• minx. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS usses require extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building m,ponent Safety Information, byy TPI ant'SBCA) fo) salPety practices prior to performing these functions. Installers shall provide temporary ctrre/1 b' ang per BCSI. Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly a )ached rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1 10, �m rnnentxuz a appficable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to Y didi wings 160A-Z for standard plate positions. Lne, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the t s in conformance with ANSI> fPl 1, or for handling shipping, installation and bracing of trusses.A seat on this drawing or cover pa e_ li ng this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability, a use of this thawing for any structure is fhe responsibility of the building Designer per ANSUTPI I Sec.2. Job Number: 36CS00061 Ply: 1 SEQN: 686325 / 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 Ibs .. / ... 0512912018 r "1+ �1F 5 7' 4 1410"l 83 i322'182 26'8" r '8 312 '4422"311114 114 1114 29 2 58X8 =4X4 IO2X4 TC2 =H0710=3X4 ia4X4 TC3 S D E F G H I .8X8J T K ;� r4 C W 2X4 0(C3 W3 J� e•3X101(iaC3)0306(C3) mH0308 C3) B L_ 1 A` � M 1 U T S R Q P O N 3X4 =6X6=H0710 m4X10 =4X4 =110710m6X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 33'8" 1 3'11"14 r1'3"1Q 1 41"10 2'8"5 �_ 3.11.14 6'8'8 �_1' 10'8"8 112 210 1 18'11"11 21'8" 131r 26'11"8 33'6° 1F 4'10"1� 0 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 / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.505 F 792 240 V 2989 ! 1757 / - / - /- 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.364 F 428 180 L 2989 11757 / - / - ! - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.099 N - - Wind reactions based on MWFRS EXP: C HORZ L 0.182 N - - Des Ld: 37.00 R )= V Min B Width Re 2.5 � q = Mean Height: 19.74 ft Code / Misc Criteria CreepFactor: 2.0 NCBGLL: 10.00 L Min Brg Width Req = 2.5 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.741 P Bearings V & L are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: D to h12 TPI Std: 2014 Max BC CSI: 0.645 Bearings V & L require a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.529 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 HS, WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 -20 G - H 5663 -9629 Lumber B - C 4129 -7007 H -1 5650 -9612 C - D 4035 -6942 1- J 4981 -8490 Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: D - E 4983 -8496 J - K 4035 -6942 Bot chord 2x6 SP M-26 E - F 5663 -9629 K - L 4130 -7008 Webs 2x4 SP #3 :W3 2x4 SP #1: F - G 5663 -9629 L - M 23 -20 Special Loads --(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) Maximum Bot Chord Forces Per Ply (Ibs) TC: From 55 plf at -1.00 to 55 plf at 7.00 TC: From 28 7.00 to 28 at 26.67 Chords Tens.Comp. Chords Tens. Comp. plf at plf TC: From 55 plf at 26.67 to 55 plf at 34.67$, , B - U 6423 - 3773 Q - P 8619 - 5072 w,. BC: From 4 plf at 1.00 to 4 plf at 0.00 �s er an e U - T 6370 - 3712 P - O T S 8623 5074 O - N 8619 -5072 6371 -3772 BC: From 20 plf at 0.00 to 20 plf at 7.03 , ;� BC: From 10 pif at 7.03 to 10 plf at 26.64? - - S - R 8623 -5074 N - L 6424 -3773 BC: From 20 plf at 26.64 to 20 plf at 33.67 4 33.67 to 4 34.67 No 04718a e R - Q 9660 -5693 BC: From pif at pit at TC: 222 Ib Conc. Load at 7.03,26.64 ; w Maximum Web Forces Per Ply (Ibs) TC: 169 lb Conc. Load at 9.06,11.06,13.06,15.06 art Webs Tens.Comp. Webs Tens. Comp_ 16.83,18.60,20.60,22.60,24.60 483 lb Conc. Load 7.03,26.64 BC: at a BC: 126lb Conc. Load 9.06,11.06,13.06,15.06rs C- U 55 -23 H- Q 415 -457 at OF 16.83,18.60,20.60,22.60,24.60STAT*" U - D 549 -144 Q - 1 1245 -725 Ny a D - T 2674 -1599 1-0 891 -1256 Wind v N �a� T- E 885 -1243 O- J E - R 1243 -728 J - N 2566 -1595 552 Wind loads and reactions based on MWFRS. � 4; F - R 398 - 429 N - K I145 55 23 R - H 37 -39 40 01 5A 38 TF 53 8180'BB 7F4800 99 2E95 PB riilr lEamlws t+cen a� pad};nad a"d scalad 6y rAasacl Marur=, (rt.. irc.Carrszl aci ��agsac xtasaanaEsrna gaSN.L<L sraMtent3�'tusmrmJa_ � £f$'er�V�S4j3�S1'.f�}�S�FiU2CLflSit�Of� $}�CfYikiPoll'.Y'Hltltf aad 21a� �iL3sra9senCtaAPanwde nv.i Qc wsrlf�dvk asyd¢crmni: �tos. "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 SCSI (Building Component Safety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary c/trelr bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall lateral have bracing ins tied BCSI sections have a proper y B3, B7 or 10, attached rigid ceiling. Locations shown for permanent restraint of webs shall per �onrnts, ur as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to X. drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildinp�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 drawingg indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. Job Number: 36CS00061 Ply: 1 SEQN: 686320 / T1 / HIPM 4EGB-Galen-2432 "H" OIL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: Al2 Wgt: 218.4 Ibs / ... 05/29/2018 2 4'5"12 7' 11'5"5 15110"11 19' 12" 24'5°13 28'10"11 338" 4'5"12 2'6"4 4'5"5 4'5"5 3'1"5 4'3"9 4'4"13 4'9"5 =H030 a=r 12 =7X8 =3X4 3X4 mH0710102X4 =4X6 M5X8 D E F G H I J -avnK 69S HE -P T S R=` iu Q P O N M L =3X4 =6X6 =3X4=4X12=H0710 =4X10 =7X8 1114X10 SEAT PLATE REQ. 33'8" 1' F 888 I 4'5"r 3i 4'4"15 3 333 8 119 77 81513 12 1573 2021 z142133 TT ling Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) _. 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 U 2937 / 1733 / - / - / - / 8.0 L: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.485 F 828 240 L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.307 F 449 180 L 3196 / 1905- L: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.089 D - - Wind reactions based on MWFRS Ld: 37.00 EXP: C HORZ TL 0.166 D - - ( ) U Min Br Width Re = 2.4 9 q Code / Misc Criteria CLL: 10.00 Mean Height: 19.74 ft 9 Creep Factor. 2.0 P L Min Brg Width Req = - t: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.721 Bearing U is a rigid surface. 1 Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0:621 gearing U requires a seat plate. :ing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.785 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): I VIEW Ver:17.02.02.1208.15 A-B 23 -20 F-G 5403 -9101 Wind Duration:1.60 HS, WAVE chord 2x6 SP #1 :TC1 2x4 SP #1: chord 2x6 SP M-26 )s 2x4 SP 93 :W3 2x4 SP 91: a) Continuous lateral restraint equally spaced on iember. Or 1x4 "T" reinforcement. 80% length of reb member. Same species & SRB grade or better, ttached with 8d Box or Gun (0.113"x2.5",min.)nails i7 6" oc. Ipecial Loads --(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 7.00 TC: From 28 plf at 7.00 to 28 plf at 33.67 BC: From 4 pif at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 33.67 TC: 222 Ib Conc. Load at 7.03 TC: 1691b Conc. Load at 9.06,11.06,13.06,15.06 7.06,19.06,21.06,23.06, 25.06,27.06,29.06,31.06 3.06 BC: 483 lb Conc. Load at 7.03 BC: 126lb Conc. Load at 9.06,11.06,13.06,15.06 7.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 3.06 B - C 4068 - 6879 G - H 5403 -9101 C - D 3976 -6812 H - I 5403 -9101 D - E 5007 -8484 I - J 4377 -7373 E - F 5590 -9444 J - K 2596 -4372 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - T 6304 -3714 P - O 7530 -4486 T - S 6253 - 3660 O - N 7530 -4486 S - R 8599 - 5093 N - M 4624 - 2764 R - Q 8599 -5093 M - L 11 -7 Q - P 9471 - 5623 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-T 48 -19 H-P 431 -460 T - D 579 -157 P - 1 1973 -1094 D - S 2697 -1628 I - N 1044 -1516 S - E 845 -1131 N - J 3314 -1945 E - Q 1018 - 600 J - M 1620 - 2426 Q - F 313 - 260 M - K 5152 - 3059 F - P 262 -442 K - L 1868 -3012 angers / Ties 40 015A 38 FF 56 81 BO 8B 7F48 00 99 2E 85 FB Uu Hanger Support Required, by others i Ilan h=bematear' rjag`edwd=ledby°a lmartmez (�{..iEc.7.iH2t8s�k2��:a9�altawnattasm at^9z3�5N.6.i 3�Sef e4t5C73il� Y'ii�G. Ind kind loads and reactions based on MWFRS. ?r�tedc®ittca rsarmnmcamdstgn�as�skd grad rci wrdeztmrk ight end vertical not exposed to wind pressure. 'ZOO -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS �usses require extreme care in fabricating handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building bmponenf Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary �t�y b acing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y a tache�ripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610 om tanenmtic a applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to f d �awings 160A-Z for standard plate positions. A pine, a division of ITW BuildinComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the t ss in conformance with ANSIITPI 1, or for handlin] shipping, installation and bracing of trusses.A seal on this drawing or cover page_ If ting this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability a' d use of this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. F more information see this iob's aeneral notes Daae and these web sites: ALPINE: www.aloineilw.com_ TPI: www.toinst.om, SBCjk wwwsbdndustrv.mm- ICC[ onaw_inmafe am Job Number: 36CS00061 Ply: 2 1 SEQN: 686334 / T10 / COMN 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: AH DRW: Truss Label: B1 Wgt: 124.6 Ibs / ... 05/29/2018 4'4"6 6'8"15 4'4"6 2'4"9 :H0710 D 10'8" 14'7"1 16'11"10 21'4" 3'11"1 3'11"1 2'4"9 4'4"6 1112X4 N8X8(R) E F T 12 5 p �3X4 C G �4X4 N C') =4X6(C1 =4X1 WC3) H0308(cl) B - at A U Li M L K J I 1112X4 1115X8(R) =H0710 =5X6 1114X6 SEAT PLATE REQ. 21'4" h 1, 4'2"10 26"5 3'11"1 3'11"1 2'6"5 4'2"10 4'210 6'8"15 10'8 147"1 17'1"6 21'4" I 00 So H0308(C3) � SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in roc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.265 E 951 240 N 5577 / 3150 / - /_ /_ 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.707 E 519 180 H 7979 / 4155 /- /- /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.057 1 - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ(TL): 0.104 I - - N Min Brg Width Req = 2.3 Mean Hei ht: 19.69 ft NCBCLL: 0.00 9 Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 3.3 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.858 P Bearings N & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.804 Bearings N & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: No Max Web CSI: 0.706 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 HS, WAVE VIEW Ver: 17.02.02.1208.15 A - B 11 -11 E - F 3994 -7329 Lumber B - C 3696 -6598 F - G 3672 -6887 C - D 3879 - 6924 G - H 4174 - 7911 Top chord 2x4 SP #1 D - E 3994 -7329 Bot chord 2x6 SP M-26 Webs 2x4 SP #3 :Rt Wedge 2x4 SP #3: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens. Comp. Nailnote B - M 6067 -3392 K - J 6351 -3381 Nail Schedule:0.128"x3", min. nails M - L 6086 -3405 J - 1 7250 -3821 Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) ' ' L - K 6389 -3574 1- H 7298 - 3842 Webs :1 Row @ 4"o.c.� ''�� Use equal spacing between rows and stagger nails ' in each row to avoid splitting.* Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads € 0471 0 pl M - C 249 -382 K - F 1196 -751 -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) C - L 373 -208 J - G 541 -1105 TC: From 55 plf at -1.00 to 55 plf at 21.33 Wit D - L 1854 -1078 F - J 1823 - 867 BC: From 4 pif at -1.00 to 4 pif at 0.00 e &Z * D - K 1150 -515 G -1 943 -422 BC: From 20 pif at 0.00 to 20 plf at 7.06 BC: From 10 If at 7.06 to 10 If at 21.33 TAT E - K 81 -49 P P BC: 3196 lb Conc. Load 7.06 v o at BC: 1259 Ib Conc. Load 9.06 at BC: 1263 Ib Conc. Load at 11.06,13.06,15.06,17.06 �0 j0�'" 19.06,20.33 Wind# Wind loads and reactions based on MWFRS.{ . 40 01 SA 38 FF 50 SIBO BB 7F48 00 99 2E 95 FB Thli Item 9w btmaltarw#r0fitnmti:.vidualadby fAwAmIMank3co, ' ' ^rE(kt.Ua.E�rtszt �n tie d�e.xhattiit SC�raz di^.#agasHJ i aQtlr arr,ct�eas curia, i 71bend ccIpcttfikdw x = mat cmwe&nd za:.: and=hd � awB tFc,��.2 as.�eaikatiez. rsda neat )�aar3r3td �r aaydaUre";k , rmylax. **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 Componen Safety Information, bqV TPI anti SBCA) for safety practices prior to pertormrng 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 propperyly crtretr attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 63, 67 or 810, Appty to face. of truss and as shown above and on the Joint Details; unless noted otherwise. (2efer to ornYwnents, uc as applicable. plates each position drawings 160A-Z for standard plate positrons. 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 ANSIl�PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , the design The listing this drawing, indicates acceptance of professionA engineering responsibility solely for shown. suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. , Job Number: 36CS00061 Ply: 1 SEQN: 686341 / T28 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM. GLM DRW: Truss Label: B2 Wgt 95.2 Ibs / ... 05/29/2018 T N T SEAT PLATE REQ. 5' 8'9"15 12'4"5' 16'4" 21'4" 5' + 3'9"15 3'67 + 311"11 5' 1112X4 =3X4 1112X4 =3X10 =H0308=3X4 1112X4 SEAT PLATE REQ. 21'4" 5'1"12 + 38"3 + 3'2"1 1 36"7 5 1'4" } 1,� 5'1"12 8'9"15 12' 1H7 3 16'2"4 21'4" ling Criteria (psf) Wind Criteria L: 20.00 Wind Std: ASCE 7-10 L: 7.00 Speed: 160 mph L: 0.00 Enclosure: Closed iL: 10.00 Risk Category: II EXP: C Ld: 37.00 Mean Height: 19.33 ft ICLL: 0.00 TCDL: 4.2 psf t: 2.00 BCDL: 5.0 psf f Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 ;ing: 24.0 " C&C Dist a: 3.00 It Loc. from endwali: NA GCpi: 0.18 Wind Duration: 1.60 chord 2x4 SP #1 chord 2x4 SP #1 o,s 2x4 SP #3 hip supports 5-0-0 jacks with no webs. 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 too Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.153 E 999 240 B 1335 1781 /- /_ /_ / 8.0 Lu: NA Cs: NA VERT(TL): 0.419 E 882 180 G 1335 / 781 / - /- /- 18.0 Snow Duration: NA HORZ(LL): 0.042 1 - - Wind reactions based on MWFRS HORZ(TL): 0.078 1 - - B Min Brg Width Req = 1.6 Code / Misc Criteria Creep Factor. 2.0 G Min Brg Width Req = 1.6 Bldg Code: FBC 2017 RES Max TC CSI: 0.376 Bearings B & G are a rigid surface. TPI Std: 2014 Max BC CSI: 0.610 Bearings B & G require a seat plate. Rep Factors Used: No Max Web CSI: 0.362FTIR 20(0)/10(0} Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Plate Type(s}: Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 23 -21 E - F 1857 -3289 B - C 1565 - 2730 F - G 1566 - 2730 C - D 1882 - 3322 G - H 23 - 21 D - E 1882 - 3322 SERAL t 4001SA38FF5581S0BB7F4800992E85 FB Thh itetninbi cicctar :. yzi mad and =lad'dy rdascA MarM", Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp B - M 2471 -1400 K - J 3334 -1901 M - L 2491 -1403 J - 1 2491 -1404 L - K 3334 -1901 I - G 2471 -1401 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - M 291 - 45 E - J 324 - 337 C - L 950 - 548 J - F 921 - 523 D - L 318 - 327 I - F 287 -45 L-E 22 -14 x^E (Fl., ttt.�iz292(CsiYamdata sfwwr§ aixerm using a SNt"i iart3cat<esata:(a. "x tad cQpkx 01thk doc�at notccrw&ted s'g timq sealed =d raraaydectmnl: ca�las. i —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building mponent Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary cIney b acing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly a tached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing msfalled per BCSI sections B3, B7 or 610, p Jnnentxur a applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to I. iiwings 160A-Z for standard plate positions. me, a division of ITW BuildinffComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the s in conformance with ANSI/TPI 1, or for handlingq,, shippingq installation and bracing of trusses.A seal on this drawing or cover page ing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability a0d use of this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. O Job Number: 36CS00061 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: BJ1 Ply: 1 SEQN: 686307 / T25 / JACK Qty: 10 FROM: AH DRW. Wgt:11.2lbs .. / ... 05/2912018 12 5 [� C 2X4(A1) B T a) M 4°l A = D SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C 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) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R I U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): NA B 148 / 96 / 132 1- / 41 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 11 / 11 119 ! - / - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D. - - C -13 126 / 27 / - /- / 1.5 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)/10(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 40015A38FF5581B08137F4900992E85FB Xklt 11—m b& mand seafadbp Wn cl Wrtinrs n (n. tk.947183.1 an nodaS2 shown ab&M trans a SHA-1 ai:8f aritfita.45aay �9a.. PeOatadct :attuommontm not axnldmgApad==salad an6 ttsase�ia 3 aadh¢nalinsceda ra�n4 @h+aadPd.+.tin mydactrarr� calm Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING] *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide tempora� �lyr� bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a proper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins�alled per BCSI sections 63, B7 or 610, rrrnnts, lr as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to i drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildint�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 drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. For more information see this " Vs general notes page and these web sites: ALPINE: www.el ineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com: ICC: www.iccsafe.org III Job Number: 36CS00061 Ply: 1 SEQN: 686309 / T32I JACK 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 10 FROM: GLM DRW: Truss Label: BJ3 Wgt: 12.6 Ibs .. / ... 05/29/2018 T, ling Criteria (psf) Wind Criteria L: 20.00 Wind Std: ASCE 7-10 L: 7.00 Speed: 160 mph L: 0.00 Enclosure: Closed L: 10.00 Risk Category: II EXP: C Ld: 37.00 Mean Height: 18.91 It CLL: 10.00 TCDL: 4.2 psf t: 2.00 BCDL: 5.0 psf I Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 .mg: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 chord 2x4 SP 91 chord 2x4 SP #1 design based on both MWFRS and C&C. 12 C SEAT PLATE REQ. 3' 12 32 Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.003 D - - HORZ(TL): 0.003 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.164 TPI Std: 2014 Max BC CSI: 0.075 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 NO 0471,02 S"I'ATE 'OF 40'01 SA 38 FF 5B 81 80 BB 7F48 CO 99 2E 85 FB ruts ltemht been ekitrcn a@ys ad ana. fed by rsis_: 4martfncs, �£(R.lu.�47E82!cYC Lie Ealz sh�taa aixiva artngaS3iS 1 a!te#I63ft3i�t8€WY d.[x'9a. sliritYliY CfY'xi�Chf G`�S SIU:FiT�1Mdi ail diYbt CLi�3'�9@ii �[i!E'3 aaa5 :R�29t9 and the SRA>.za thmt;mtim.mode mmk is wAfLd maer dmtmrx mcim. T M 1 ♦ Maximum Reactions (Ibs) LOG R I IRw /Rh /RL /W B 191 1101 /147 /- /B4 /8.0 D 50 /8 /40 /- /- /1.5 C 63 /57 /21 /- /- /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 24 -86 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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temposrrYy BCSI. Unless noted oTherwise,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 610, le. Aoofv plates to each face of truss and position as shown above and on the Joint Details. unless noted otherwise. kefer to a division of ITW Buildin Components Group Inc. shelf not be responsible for any deviation from this drawin any failure to build the conformance with ANSI PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ . this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability to of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. rrrzelr, nmF:anents,,zz i Job Number: 36CS00061 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 .. / ... 05/29/2018 16, 12 5 cM e— N 2M(A1) B N A D SEAT PLATE REQ. 51 f 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf InPSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Lac R / U / Rw / Rh / RL / W B 261 1133 / 189 / - / 128 16.0 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 D 89 117 / 67 I - 1- 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.007 D - C 117 / 106 143 /- ! - / 1.5 Des EXP: C HORZ L 0.008 D - - �) Wind reactions based on MWFRS Code ! Misc Criteria CLLd: 10.00 NCBCLL: 10.00 Mean Height: 19.33 ft Creep Factor. 2.0 B Min B Width Re 1.5 r9 q Soffit: 2.00 TCDL: 4.2 psi BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.301 D Min Brg Width Req = - Load Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.178 C Min Brg Width Req = - Bearing B a rigidseatsurface. Spacing: 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: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GC ' 0 18 Plate T e(sl: pi. . Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02:02.1208.15 Chords Tens.Comp. Chords Tens. Camp. Lumber A-B 23 0 B-C 45 -100 Top chord 2x4 SP #1 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 90 015A38'FF 58 8180 BB 7F48 D099 2E 95 FB ahk by maanas9 taiartb%", PEOL. ik.047101 en the daw tharan atom Wng aSHA�l a484 =t''d7Ee4nonde Prsatadccpwsofddhdwwmcnta not Mwid4ds4mdand=lad and the sRk3 ia-*h.AtC'$iEn=da mmi bm#a ff4ad m=fdactianD: ca;im **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 Componenf Safety Information, byy TPI andSBCA) toy safety practices prior to pertormmg these functions. Installers shall provide temposrryy cfrrey bracing per BCSi. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attached rigid ceiling Locations shown for ttermanent lateral restraint of webs shall have brawn ins7alled per BCSI sections B3, B7 or B10, nnr rofrents '!r as applicable. Apply Isles to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. (2efer to t drawings 160A-Z for s�andard plate positions. Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. .:N Job Number: 36CS00061 ,' Ply: 1 I SEQN: 686336 / T4 / EJAC 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL "' Qty: 7 FROM: GLM DRW: Truss Label: EJ5 Wgt:16.8 Ibs .. / ... 05/29/2018 1) SEAT PLATE REQ. L 4'11"15 1, I 4'11"15 ling Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) L: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R . / U / Rw / Rh / RL / W B 261 / 133 1189 ! - ! 128 / 8.0 L: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D B9 117 / 67 ! - / - / 1.5 ,L: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.007 D - - C 117 / 106 143 / - / - 11.5 Ld: 37.00 EXP: C L 0.008 D - - HORZ(T )� Wind reactions based on MWFRS Code / Misc Criteria CLL: 10.00 Mean Height: 19.33 ft Creep Factor. 2.0 B Min Brg Width Req = 1.5 t: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.300 D Min Brg Width Req = - 1 Duration: 1.25 BCDL: 5.0 psf 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. in 24.0 " 9= 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) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. tier A-B 23 0 B-C 45 -100 chord 2x4 SP #1 chord 2x4 SP #1 design based on both MWFRS and C&C. 0 STATE OF 40 01 SA38 FF 5B SI BO BB 7F48 00 99 2ESS FB sF,hItemr�asi7emckziernscr q edaadmated byma�lk4arttnes. R£ (R.. its. kATE821 csr Ltfa Ca2eshar�n abam wing a sti". $ at"sLli ar1C'.±a'aii?±A Cede. F123tedc0pissedthis d0MT=Aare"0tCMS1drsad Sqr d—li—led anc Ow SRg .$ auth.n6mlir o2de n-t 6sxastk d m awfdectrerk =Its. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 '"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s reqquire extreme care in fabricatingg handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building nen[ Safety Information, by TPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporarryy rtsreys per BCSI. Unless noted oiherwise,top chord shall have properly attached structure) sheathin and bottom chord shall have a pro efly d ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg ins�alled per BCSI sections 63, B7 or �1Q om rvntnts,ue icable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. defer to 1 Is 160A-Z for standard plate positions. a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. . this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suttability le of this drawing for any structure is the responsibility of the Building Designer per ANSI 11 Sec.2. I I J Job Number: 36CS00061 Ply: 1 SEQN: 686315 / T5 / EJAC 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 25 FROM: GLM DRW: Truss Label: EJ7 Wgt 22.4 Ibs .. / ... 05/2912018 T1 SEAT PLATE REQ. C 1 7' 7' Loading 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 Udefi U# Loc R / U / Rw / Rh / RL / W B 334 / 169 / 234 / - / 174 / 8.0 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 D 126 / 25 / 98 / - ! - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.015 D - C 169 / 155 163 / - / - 11.5 Des Ld: 37.00 EXP. C HORZ(TL): 0.025 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCMean : 1 00 Height: 19.74 ft CreepFactor: 2.0 B Min Brg Width Req = 1.5 Soffit Soffit 2.00 . TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.489 D Min Br Width Re - 9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.362 C Min Brg Width Req = - Bearing B a rigid surface. Spacing: 24.0 " P 9� C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 r Bearing B requires a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: GC '' 0 18 Plate T e(s%: pi• • yP Maximum Top Chord Forces Per Ply (Ibs) , Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 23 0 B-C 65 -127 Top chord 2x4 SP #1 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 Ste �ENI e 0 f WA 60 VAT 01' V ON 019141 oil S AL ' 40 01 5A38 FF50 8180 8B 7F48 00 99 2E85 FB AtomL" s Iaaiyaauw ltaaM'" ?101., tia.04MMl on be dale 53tawa above W"Ics a 5xa.1 astd�antasa:,ten cax4r. I rm"'dctpietathisdww vtwc cot a a6desed Aywdmds Ld znd th SXl L-t zt60.tWA1&* she m-r4aa Afi d an any dcctmrk cas;;tas. "'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 shi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety. Information, b TPI an c] SBCA) for sa ety practices prior to performing these functions. installers shall provide temporaryct»ey bracing er BCSI.. Unless noted olherwise,top chord shall have proper )VV attached structural sheathing and bottom chord shall have a propey attache id ceiling Locations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI sections B3, B7 or 810, �trcntx c as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to f . drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinhi�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 esslonal 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. r— a,,..a ;nfn fl— — naa inh'a a --] nntoc nano and thaw m h nif— Al PINE www ainineibw mm• TPI, vnvw_tninstam, SBCA www.sbeindusW.com: [CC: www1cmde.om I I9 P Job Number: 36CS00061 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: CJ5 T Al SEAT PLATE REQ. Ply: 1 SEQN: 686342 / T17 / HIP_ City: 2 FROM: GLM DRW. Wgt:23.8lbs .. / _.. T Cr) d' N 05/29/2018 7'0"1 1'5"12 7'0"1 ling Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1fCSi Criteria ♦ Maximum Reactions (Ibs) _. 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 227 / 142 / - /- /- 110.6 L: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA __ 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 124 / 17 / - 11.5 L: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.010 D - - C 78 / 57 / - / 1.5 Ld: 37.00 EXP: C HORZ(TL): 0.019 D - - Wind reactions based on MWFRS Code / Misc Criteria 1 00 Mean Height: 19.31 ft CreepFactor: 2.0 B Min Brg Width Req = 1.5 t: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0438 . q = D Min B Width Re - I Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.388 C Min Brg Width Req = - Bearing B is a rigid surface. :ing: 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: not in 4.50 it 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. Camp. ber A-B 12 -11 B-C 28 -16 chord 2x4 SP #1 chord 2x4 SP #1 loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 0 40 015A38 FF 58 81 BD 80 7F49 00 99 2E85 FB ThitltC k8 beuaMet =11 dby rsia Wtl WWWWs, PE (FL. tkc r47tH21 on the date sharm above W—Ins a Sir$d. =Aent=tk 5ride. piw.d 40PIAS 01 tfe% dwu=aMaratcensa dvigeadandzalad ant the.SKAzaxdSenY a ncedem =1 UvwfL-d eat myd"tmnk czyiat.. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating handlin shipping, in and bracing. Refer to and follow the latest edition of BCSI (Building nee[ Safety Information, by TPI and'SBCA) tot safety practices prior to pertorming these functions. Installers shall provide temporar� per BCSI. Unless noted o herw se,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y d riclid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, cable. Apply plate- to each face of truss and position as shown above and on the Jo.. Details, unless noted otherwise. 12efer to s 160A-Z for standard plate positions . a division of ITW Buildin Components 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 professional engineering responsibility solely for the design shown. The suitability e of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. cr/retr omf:��renrs,uc more Job Number: 36CS00061 Ply. 1 SEQN: 686313 / T26 / HIP_ 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 3 FROM: GLM DRW. Truss Label: CJ7 Wgt: 37.8 Ibs / ... 05/2912018 5'4"5 9110"1 l + r 5'4"5 4'5"12 D 12 3.54 p �-,12X4 C M N M n ih 2X4(A1) B a� A =4X4F E SEAT PLATE REQ. 1'5"12 1 9'4"2 l5"1� '1 9'4"2 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W B 329 / 232 ! - / - / - / 10.6 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.037 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.126 F 999 180 E 357 / 168 / - / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.012 F - - D 52 / 49 1- 1- 1- / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.026 F - - R )= Wind reactions based on MWFRS Code / Misc Criteria Noffid: 1 Mean Height: 19.72 ft CreepFactor. 2.0 B Min Brg Width Req = 1.5 .00 Soffd: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.447 E Min Brg Width Req = - D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.981 Bearing B a rigidseatsurface. Spacing: 24.0 " P 9= C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.280 Bearing B requires a seat plate. r Loc. from endwall: not in 4.50 It FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (lbs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. Lumber A-8 12 -11 C-D 43 -54 Top chord 2x4 SP #1 B - C 439 -589 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bet Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. --(Lumber Dur.Fac =1.25/ Plate Dur.Fac =1.25) B - F 584 -412 F - E 0 10 TC: From 0 plf at -1.48 to 55 pit at 0.00TC: From 2 . lf at 1.48 to 4 plf at 0. 0►y' Maximum Web Forces Per Ply (Ibs) BC: From 0 plf at BC: From 2 plf at 0.00 to 2 pit at 9.84 . I., 'i; 0 a Webs Tens.Comp. TC: -5 lb Conc. Load at 1.41 b eset TC: 126 lb Conc. Load at 4.24 : C - F 440 -624 �, v 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 7.07MOO wa y An Wind Wind loads and reactions based on MWFRS. - SEMAL 'Is 40 015A38 Ff 55 81 So BB 7F48 00 99 2E 85-FB Thu Ite"nRwbcroZrAwaiadbyM Maninw, FE {FL. liL..CSTF921 cn k'ia: data nh8ws¢ abs� t�.leg a SitA-1 atashontica4�a5s�la t��ted cgams�mSt#� d�r,.�-.*aaa spat ccm�"tt�vsd �gavxaissasi sad =6 tl�4SXa: asshenira zcde-kbamiflad.m=yadeamrAzz '"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, handlingg shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporary crtrey bracing BCSI.. Unless noted o herwise,top chord shall have attached structural sheathing and bottom chord shall have a properly per properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to Durj�nents 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 shippinU, installation and bracing of trusses.A seal on this drawing or cover page. _ listing this drawing indicates acceptance of prokssionall engineering responsibility solely for the design shown. The suitability this drawing for structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. and use of any For more information see this "ob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. insLo • SBCA www.sbcindus .com; ICC: www.iccsafe.orq Job Number: 36CS00061 :, Ply: 1 1 SEQN: 6863271 T2 / VAL 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: MV1 Wgt: 40.6 Ibs .. / ... 05/2912018 i 6'10"l 10'3"10 6110"1 3'5"9 B-=4X4 1112X4 C 12ril 5 p Ta o_ 3X4(D1 A DF E 112X4 11114 10710 i 6'11"l3 3'3"13 J r 6'11"13 10'3"10 i �Loadtng Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF ITCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W F• 75 143 /42 / - / 13 / 123 11 CDL: 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: II Snow Duration: NA HORZ(LL): -0.014 E - - F Min Brg Width Req = - es Ld: 37.00 HORZ(TL): 0.023 E Bearing A is a rigid surface. Code / Misc Criteria Des 10.00 Mean Height: 20.85 It TCDL: 4.0 psf Creep Factor: 2.0 Soffit: 2.00 5.0 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.402 Maximum To Chord Forces Per PI Ibs P y (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 MWFRS TPI Std: 2014 Max BC CSI: 0.343 Chords Tens.Com Chords Tens. Cam P� P• A - B 46 -85 B - C 3 -1 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.099 Loc. from endwall: not in 9.00 If Ff/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A - E 156 - 3 E - D 171 -6 Top chord 2x4 SP #1 Sot chord 2x4 SP #1 jNebs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind B - E 333 -246 C - D 136 -97 )ember design based on both MWFRS and C&C. (tight end vertical not exposed to wind pressure. dditional Notes it ee DWG VAL160101014 for valley details. X ilk "W 6: Urz e ' STATE e ¢ SERIAL* 40 015A38 FF 58 81 SO BB 7F48 00 99 2E S5 F13 s"nlsItem bazbcmcle Apod:;ddi=fadbyMasanlKUrthcs FE £FL, tta.4'ZT:EZ(asotb¢$tt¢ shwa abase tringa SHb•Y icnfscazD�raez�t" E�mtudre�i�ai�ts dr:€a�r<s�aant cs�xizd � �d glad anE thca:i aadham�sadeassad¢ easae 4a wesN�das �yderttards ' —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building . y mponen� Safety Information, byy TPI anc7'SBCA) satPety practices prior to performing these functions. Installers shall provide temporarryy aney i bracing BCSI. Unless chord shall have bottom have per noted olherwise,top properly attached structural sheathing and chord shall a properly a achetl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections 63, 67 or 610, om :a�lefft ur a applirable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to I d,awings 160A-Z for standard plate positions. Ipine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the t in PI 1, handling ss conformance with ANSI or for shipping, installation and bracing of trusses.A seal on this drawing or cover page If ting this drawing indicates acceptance of pro�essionRi engineering responsibility solely for the design shown. The suitability a;Id use of this gnawing for any structure is the responsibility the Building Designer ANS11TPi 1 Sec.2. of per F r more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.cam: TPI: www. inst.o ; SBCA: www.sbcindu .com: ICC: www.iccsafe.o Job Number: 36CS00061 Ply: 1 SEQN: 684377 / T21 / VAL 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: MV2 Wgt: 35.0 Ibs / ... 05/2912018 672 8'3"10 6'9"2 168 B=4X4 12 5 p C 1112X4 I o T N N A 3X4(Di N ill �a 1 DF E 1112X4 1112X4 8'3"10 -i 672 1 1'6"8 6'9"2 8'3"10 Loading Criteria (pst) 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 Udefi U# Loc R / U / Rw / Rh / RL / W F* 75 / 30 / 40 /- / 9 199.6 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.056 E 999 240 BOLL: 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: 11 Snow Duration: NA HORZ(LL): -0.014 E - - F Min Brg Width Req = - Des Ld:EXP: C HORZ L 0.021 E - - )t BearingA is a rigid surface. g Code 1 Misc Criteria CL 10.00 NCBCLL: 10.D0 Mean Height: 21.67 ft TCDL: 4.2 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 Ibs P y (Ibs) 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 Lac. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber, GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lumber A - 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 Ply (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 ae f See DWG VAL160101014 for valley details.jP m 7.. low srATE" y cr 4Ltfl15A38 EF 58 81 BO BB 7F48 00 99 2E 85'FB Ms ItemhubaenakzKms js nad ;mSz lad bq rBarmzet taarttaag ?�(n. t4a WIE21 on 00 date shtacvrtatM LIMS 3 SK44 au^ih ant.�ata�s u�ia. read rr�iax rardds dsraxzava� t�atcsatx3aai9 3�nasi acad sealed anE tt�ESArA a>rth¢n;:raAi�cca9am�t CararNtedwt amydactwr�c CMIOL *`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI an� SBCA) fog safety�ractices prior to pertormmg these functions. Installers shall provide temporary txImp Cbottom chord shall have a per BCSI. Unless noted o herwise,top chord shall ha a properly attached structural sheathing and propper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, on?/J°nenrx as applicable. Appty 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. AI ine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the trtQss in conformance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability use of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. and For more information see this'ob's general notes pacle and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCP: www.sbdndu .com' ]CC: www.iccsafe.orq Job Number: 36CS00061 Ply: 1 I SEQN: 684375 / T22 ! VAL 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: MV3 Wgt: 28.0 Ibs I / ... 05/2912018 472 6-3"10 472 1'6"8 12 B=4X4 5 C 1112X4 T L� 3X4(D1) �n A 1 1 DF I E 1112X4 1112X4 r 6'3"10 _ I 472 1'6"8 472 6710� IFoading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TICLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W F* 75 129 / 38 / - / 8 / 75.6 T CDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.023 E 999 240 BCLL: 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: If Snow Duration: NA HORZ(LL): -0.006 E - - F Min Brg Width Req = - I Ld: 37.00 es EXP: C HORZ(TL): 0.007 E - - Bearing A is a rigid surface. Code / Misc Criteria CBCLL: 10.00 Mean Height: 22.08 ft TCDL: 4.2 psf Creep Factor. 2.0 i Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.219 Maximum Top Chord Forces Per Ply (Ibs) �oad Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.171 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0-065 A - B 44 -34 B - C 36 -12 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Sot 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 - E 88 -23 E - D 88 -23 Top chord 2x4 SP #1 f of chord 2x4 SP#1 SP ebs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind B-E 220 -151 C-D 77 -40 Mem ber design based on both MWFRS and C&C. Zdditional Notes_ ee DWG VAL160101014 for valley details. ,gfir ON a' SERIAL * 40 01 5A38 FF 58 8180 BB 7,F48 CO 99 2E 85 FB Ynfx ltemRsa��askaWerrtie-ca�¢cd.�9s,�afcdTay sAa7Mariin�. �f. (fL. t�.CdiS9Z(cn �ec`a2¢ shaeia a6mna ag � SiiA•i iL"ttf C111�G1#1CM1 CC.'9Q I x�i9atrd es��xrarth� sitxe�xrsstaas arotcrsasdua ��s ��!me aad the +�a x asAB+entka2�rr urle n�:zt ��sr3f rsc a�dectmnk I **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS usses require extreme care in fabricating, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building bmponent Safety Information, bV TPI for to these functions. Installers temporary anrTSBCA) safety practices prior performing shall provide rtrre(t b cin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 1D, a ached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insfialied per BCSI sections B3, B7 or om �cntrrts rtz a applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Zefer to F d wings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the t ss in conformance with ANSIl1 P1 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page, . li ting this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability a''d use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. F r more information see this mob's general notes page and these web sites: ALPINE: www.alp neftw.com:?PI: www.tpinst.orgSBCP: www.sbdndu .coin- ICC: www.imsafe.oncl w Job Number: 36CS00061 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 / ... 05/29/2018 272 4'3"10 79"2 8 12 5 � , 6= 3X4 11 4'3"10 4'3"10 4'3" 10 3X4(B1) T i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W D• 75 127 / 36 /- / 6 151.6 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.007 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.016 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.001 - - D Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): 0.002 - - Bearing A is a rigid surface.Mean Code / Misc Criteria NCBCLL: 10.00 Height: 22.50 ft TCDL: 4.2 psf Creep Factor. 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.091 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.085 Chords Tens.Comp. Chords Tens. Comp. A - B 224 -161 B - C 243 -179 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9,00 ft FT/RT.20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) 1 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens Comp Lumber A - C 152 -167 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. e #ea*�� ' 7" ark Am . 10 3E 40 01 SA 38 FF 513 81 H0 BB 7F48 00 99 2€ 85 FB SiatsltenRasraecn atzdrgzb�nm�'.�9.aalmd6y tiasvcl PAnrtlawz. PE (FL I.isc. C4TEa2.(a" h'ia�°atic dh,�wa a "^.fag x sNb 1 sasiliercisa2�aszaxfc. . Ptsated cq&—.&tfd; ds�s�scrat- nmt - ds%AaA.snd=lad =6 the 3nur tea&ifbdM=7 dactiarir dins. '"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, b TPI ond'SBCA) t safPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSi., Unless noted oitherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prooerly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to om/xrntets �e 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 handling' shippinq, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. For more information :ee this job's general notes page and these web sties: ALPINE: www.al inefw.com: TPI: www. ifist.a - SBCA: www.sbcindu .com; ]CC. www.iccsaFe.orcl Job Number: 36CS00061 Ply: 1 SEQN: 686352 / T36 / SPEC 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 8 FROM: GLM DRW: Truss Label: 4M1 Wgt: 22.4 Ibs .. / ... 05/29/2018 Y SEAT PLATE REQ. 5' rE f 4'8"8 4'8"8 iding Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) -L: 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 DL: 7.00 Speed: 160 mph PY NA Ce: NA VERT(LL): -0.008 E 999 240 B 254 / 110 / 192 / - / 86 18.0 LL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.020 E 999 180 D 179 196 / 112 /- /- 13.0 DL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 E - - Wind reactions based on MWFRS > Ld: 37.00 EXP: C HORZ(TL): 0.005 E - - B Min Big Width Req = 1.5 BCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P D Min Brg Width Req = 3.0 fit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.157 Bearings B & D are a rigid surface. 1d Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.140 Bearing B requires a seat plate. icing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.157 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(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 19 0 B - C 14 -94 nber i chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) chord 2x4 SP #1 Chords Tens.Comp. bs 2x4 SP #3 B - E 62 -83 Bearing Leg 2x4 SP 93: id Maximum Web Forces Per Ply (Ibs) mber design based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens. Comp. _*,4 '*,a+. D - E 82 -20 C - D 646 -433 -: No 047162 � ffi A. e xi STATE OF AU 40 015A38 FF 5B 82 B0 BB 7F48 00 99 2E 85 FB 37xL iiarmhsaPasus akW ca�:�ncd Y+..calcd6y s.�aces�c9 taartlaecr> �. (ri. tEc. �rR92) cn �eratetitarwa atiava v-.'kig a SNA>1 azdi ent�saz*iars cax9a. F§btaddw—..at aragot cs. & nd Apwda"d*mbe assd thsa ..a.-E za3Rren cakkrssa3e nwt bveAfcdm zy dtmrnk C'Mins. `"'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i;usses require extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building �QQomponenf Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrrretr, king per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prerly a ached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 1374110, Ofi �nrrtts,itz a applicable. Apply plates to each face of truss and position as shown above and on the Join[Details, unless noted otherwise. er to I dFawings 160A-Z for standard plate positions. ine, a division of ITW Buildinc� Components Group Inc, shall not be responsible for any deviation from this drawing any failure to build the I -I'd s in conformance with ANSIlI PI 1, or for handling shippiny, installation and bracing of trusses.A seal on this swing or cover page_ . ing this drawingg indicates acceptance of pprot'essiona engineering responsibility solely for the design shown. The suitability use of this drawing for any structure is the responsibility of the Building Designer per ANSIfrPI 1 Sec.2. Job Number: 36CS00061 Ply: 1 SEQN: 686354 / T20 / JACK 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 6 FROM: GLM DRW: Truss Label: 4BJ1 Wgt: 11.2 Ibs / ... 05/2912018 12 4 � C 2X4(A1)B T A ti D SEAT PLATE REQ. 1' 1' Loading 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 B 147 1100 / 133 / - / 29 / 8.0 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 D 10 / 11 / 19 / - / - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - - C -13 / 24 / 26 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.000 D - - ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft 9 TCDL: 4.2 psf Creep r. 2.0 P Facto B Min Brg Width Req = 1.5 D M!n Brg Width Req = - Soffd: 2.00 BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.172 C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.018 Bearing B is a rigid surface. Spacing: 24.0 " C&G Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any 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. Lumber A-B 19 0 B-C 20 -9 Top chord 2x4 SP #1 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 a T' sua� SERIALt 40 0731'438 FF 5B 81 Bo BB 7F48 00 99 2E$5 FB r£sic item habea oaaiadhy FAw. iAnarkkm ?� (ri. tfc.>rersazp en e;5c ¢lets siwat�a aLmra ,� a stta-a � auttEanticat�ssr�9a. I ?y"aa tadsg3asc�rdcx_�r^..sriarean�tcraasidzn'edd�uati:�n�ssalact arafi ttse w.A.�av3hanuai€macm9a rssast L=s.xar3f3c�f czr usgdacNar3c **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re9uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV TPI anc7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary) rney bracing BCSI. Unless noted a herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y per attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins sled per BCSI sections B3, B7 or 6 to, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. f2efer to om/m�nents ur drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinpf�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 handlim shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. and For more information see this job's general totes page and these web sites: ALPINE: www.al ine4tw.com: TPI: www. irst.o ; SBCA: www.sbcindu .com; IM www.imsafe.ong Job Number: 36CS00061 Ply: 1 SEQN: 686356 / T19 / JACK 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 2 FROM: GLM DRW: Truss Label: 4BJ3 Wgt 12.6 Ibs .. / ... 05/29/2018 V ling Criteria (psf) Wind Criteria _. 20.00 Wind Std: ASCE 7-10 L: 7.00 Speed: 160 mph L: 0.00 Enclosure: Closed L: 10.00 Risk Category: II EXP: C Ld, 37.00 Mean Height: 15.00 ft CLL: 10.00 TCDL: 4.2 psf t: 2.00 BCDL: 5.0 psf I Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 .ing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 chord 2x4 SP #1 chord 2x4 SP #1 design based on both MWFRS and C&C. 12 4 G� SEAT PLATE REQ. L TT �i 3' _l 3' Snow Criteria (Pg,Pf in PSF) DefllCS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W B 190 / 87 1151 1- / 57 / 8.0 Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 49 17 / 38 1- ! - 11.5 Snow Duration: NA HORZ(LL): -0.002 D - - C 62 / 43 / 25 ! - / - /,1.5 HORZ(TL): 0.002 D - - Creep Factor: 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code ! Mist; Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.171 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.072 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. Camp. A-B 19 0 B-C 20 -61 40 01 SA38 FF 5B 8150 BB 7F 48 00 992E 95 FB ThU Itemby PU=ml Marinas, rE (FL. ue.�stFs3zl an tlhadaw aharmabam V%anga smra • mthantkatuaaam�o. frlvea,�<s i merit d—=— not crsr�x9a ad s7 ase'8�d .mMd Me dw s?sL? auY'hemka:te vs demn,tbavtdfid cnacycladmrA, 0*1.,. 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 cusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building omponenf Safety Information, byy TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary refrey; b)'acing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properrlly a ached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, din mntnts ,u a applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise_ kefer to 1 drawings 160A-Z for standard plate positions. tme, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the r ss in conformance with ANSI> fPl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . It ting this drawingg indicates acceptance of professrona engineering responsibility solely for the design shown. The suitability a d use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. IJob Number: 36CS00061 - 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 / ... 05/29/2018 SEAT PLATE REQ. Loading Criteria (pso 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: 15.00It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber 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 E 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 Pt NA Ce: NA VERT(LL): 0.020 E 999 240 F 220 1116 /- !- /- / 10.6 Lu: NA Cs: NA VERT(TL): 0.078 E 999 180 D 176 / 57 / - / - / - 13.0 Snow Duration: NA HORZ(LL): 0.0.06 E - - Wind reactions based on MWFRS HORZ(TL): 0.013 E - - F Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 D Min Brg Width Req = 3.0 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 Mfg Specified Camber: Maximum Top Chord Forces Per Ply (ibis)FT/RT:20(0)!10(0) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 9 -7 B - C 68 -1i10 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - E 100 - 52 0 40 01 S€i3S FF 5B 8E SC BB 7F4800 49 2E &5 FB b7.4 itemi rw bl eie : z rrted wA mated try Manr,el tozoincz, FE (il. tEt.gbTSB2i asc��fiatasftarin:.aEasm tr�ng a SN&,.Y ma�en�aar�,taxJas. nia'aad c".mt fds documa z"gotmaddMad and =abd srs iFu:'" Ta+fdaexrGtaEeevscr.�an�t�arf3r2ed�ac��deLtre7r�s **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Co, D-E 118 -12 C-D 419 - inpg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ilffPl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page is acceptance of professions engineering responsibility solely_for the design shown. The suitability t11PCj/.. ©7tt jlpll�llCS, Ue I any Job Number: 36CS00061 Ply: 1 SEQN: 682344 / T39 / SY42 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 4 FROM: AH DRW: Truss Label: FT1 Wgt 130.2 Ibs .. / .. 7'5"6 7'5"6 F5i �-- 2'6"12 +- 1-10"2 �{ =6X6 =3X4 AB C D 3` c-� AD AC 1112X4 =4X10 1114X4(R) E F 9'5"6 19111 "8 2' 10'6"2 2-410 — + - 2'6"12 --1 2'6"12 �{ " W=3X4 =3X4 =3X4 =3X4 =6X6 G H I J K L MN AB AAZ Y X W V Ul T S R Q P O 1112X4 =6X6 1112X6 =3X4 1112X4 =4X10 1112X4 W=H0308 1112X6 ling Criteria (psf) Wind Criteria _. 40.00 Wind Std: NA L: 10.00 Speed: NA mph L: 0.00 Enclosure: NA L: 5.00 Category: NA EXP: NA Ld: 55.00 Mean Height: NA ft CLL: 10.00 TCDL: NA psf t: 0.00 BCDL: NA psf I Duration: 1.00 MWFRS Parallel Dist: NA ;ing: 24.0 " C&C Dist a: NA It Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA op chord 4x2 SP #1 of chord 4x2 SP #1 rebs 4x2 SP #3 lating Notes II plates are 4X6 except as noted. eflection ax JT VERT DEFL: LL: 0.46" DL: 0.40". See detail EFLCAMB1014 for camber recommendations. dditional Notes 2x6 continuous strongback. See detail TRBRIBR1014 for bracing and bridging commendations. (ebs are square cut except dbl diagonals or as herwise shown. russ must be installed as shown with top chord up. 19'11"8 05/29/2018 Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.455 V 519 360 A 1096 I - I - 1- 1- / 3.0 Lu: NA Cs: NA VERT(TL): 0.794 V 379 240 N 1094 / - / - /- ! - / 2.5 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: 0A50 TPI Sid: 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)I10(0) Mfg Specified Camber: A- B 0 0 H -1 0 -4366 PlateType(s): B-C 0 -1196 1-1 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. Camp. 0 00 ¢t AC AB 2243 0 AB -AA 3495 0 U- T U - S 0 4291 0 ewn�� AA-Z 3495 0 S-R 3507 0 y�«s Z- X 3495 0 R- Q 3507 0 Y-X 0 0 Q-P 2222 0 No 047102 X- W 4499 0 P- O 0 0 . W - V 45M 0 Maximum Web Forces Per Ply (Ibs) S TAT E OF Webs Tens.Comp. Webs Tens. Comp. # AD- B 14 0 G - U U 146 - 521) 323 B -AC 1578 0 AC-D 0-1456 -1 1-S -69 0 -521 D -AB 870 0 S- J 556 0 � y8 �, AB- E 0 -852 J - R 22 0 SERIAL* E -AA 19 -19 J- Q 0 - 877 E-X 755 0 Q-K 891 0 40 015A38 FF 58 8180 8B 7F48 00 99 2E &5 FB X - F 0 -1270 K - P 0 -1442 This Item=d%mledbytWtaru:t7Marttnu, F-W 907 0 P-M 1563 0 PE(FL. 1k.947182.1 M nedateahawrs ate WAS a SN,A+1 =A'r't stab le. V - G 233 -228 M - 0 14 0 srsated cr�f¢saiif� drxtra�at � scut crmtdramd d�naxiasap �d anitfisc r1zu19renYmSit�scx�leeaszstDcseiif�dra4axsrr��trark cmylat. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricatingg handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building omponenf Safety Information, by TPI ang'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporarryy reney b -acingTer BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly a ached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, 67 or B1Q onr wnzn{s at a t applicab-le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. k4fer to f d swings 160A-Z for standard plate positions. Fine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the t ss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . I! I rig this drawingg indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability a 'd use of this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. F ' more information see this ions general notes oaae and these web sites: ALPINE: www.aloineiiw.com- TPI: www.toinst.oro- SBCA- wwwsbcindustrv.com- [CC, www1c safe.ora Job Number: 36CS00061 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: FT2 Ply: 1 SEQN: 682364 / T29 ! SY42 Qty: 6 FROM: GLM DRW: Wgt:142.8lbs .. / ... 7'5"6 9'5"6 20'4" f 7'5"6 2' 10110"10 i �`3"N F5 2'6"12 1.10"2 —�— 1 �3,1� =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 4 MEMAN !� i'; M 1112X4 =4X10 III2X4 =6X6 1112X6 W=H0308(l) 1112X6 =6X6 =3X4 20'4" t i * 05/29/2018 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI 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 / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.419 X 571 360 A 1108 / - / - / - / - 13.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA' VERT(TL): 0.732 X 416 240 Q 1125 / - / - / - ! - 14.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.052 O - - A Min Brg Width Req = 1.5 EXP: NA Des HORZ TL 0.071 O - - ( ) Q Min Br Width Re 9 q 1.3 CLLd: 10.00 Mean Height: NA ft NCBCLL: 10.00 g Code ! Misc Criteria Creep Factor: 2.0 Bearings A & Q are a rigid surface. Soffit 0.00 TCDL: NA psf 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 ft 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 - B 0 0 1-1 0 ; 0 I: NA GCpi: NA Plate Type(s): B - C 0 -1212 I - K 0 -4235 Wind Duration: NA 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 Bot chord 4x2 SP #1 G- H 0 -46 O- P 3 0 Webs 4x2 SP #3 H - I 0 - 466767 Plating Notes All plates are 4X6 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. (1) - plates so marked were sized using 0% )) Fabrication Tolerance, 0 degrees Rotational 1 AE-AD 0 0 X- W 4803 0 Tolerance, and/or zero Positioning Tolerance.i�ib �MM,'��p� AD -AC 2272 0 3553 0 W - V W U 0 0 4501 0 Deflections No " AC -AB AB- Z 3553 0 - U- T 4501 0 Max JT VERT DEFL: LL: 0.42" DL: 0.36". See detail +rs v " AA_ Z 0 0 T S 3953 0 - DEFLCAMB1014 for camber recommendations. low Z _ Y 4815 0 S - R 2785 .0 e - Y-X 4820 0 R-Q 1087 Additional Notes` I0 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing bridging + t � Maximum Web Forces Per Ply (Ibs) and recommendations. TE ., Webs Tens.Comp. Webs Tens. Comp. Webs are square cut except dbl diagonals or as 0 AE- B 14 0 W - 1 471 '34 otherwise shown.*, ram. B -AD 1598 0 i - T 0 - 369 Truss must be installed as shown with top chord up. e�� ADDAC 888 -1470 L - S 390 723 AC-F 0 -873 M-S 0 -71 GERKLA F-AB 20 -15 S-N 864 0 40015A38FF5BK80BB7F4600992E85FB F-Z 944 0 Z-G 0-1355 N-R R-O 0 - 162 1200 0 zhi<;c°mktsateas€rzgznedsscar°dbyraaawxs�tirtez G-Y B06 0 O-Q 0 -1516 �^F. (Ft. ii7t82fant?�.-c�a2cshacvm at:¢r�+ri�,gasssa<a X-H 436 -133 Q-P 0 -15 xtisencca3des, ca9tt. H-W 11 -738 P-Q 0 -44 numdcop, ncd :dnnyraa Aw. not cssmi xmd sibinasixnd zoaiad mne �i�t'�' Lt,1 asaia°n�.iA�axmealc msaYfsa vmrlfk�rffs sswgdectm� cayins � —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 Componenf Safety Information, bV TPI anSBCA) fo'r bracing per BCSL Unless noted olherwise,top chord shall shipping, installing and bracing. Refer to and follow the latest edition of sa>Pety practices prior to performing these functions. Installers shall provide have properly attached structural sheathingg and bottom chord shall BCSI (Building temporary) have a propper y irlrey attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, Appl � to each face of truss and as shown above and on the Joinf Details, unless noted otherwise. f�efer to as applicable. plates drawings 160A-Z fo�standard plate positions. position Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the installation bracing trusses.A on this drawing or cover I. in conformance with ANSIlI PI 1, or for handling shipping, and of seal listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. gnawing page_ . The suitability and use of this for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2. ii . Job Number: 36CS00061 Ply: 1 SEQN: 6823661 T30/ SY42 ' 4EGB-Galen-2432 "H" OL /DR Horton l4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: FT3 Wgt:182.0 lbs .. / ... 05/29/2018 �3"1� h11 2'6"12 2 6"12 f-7'-{ 1312 { 4 W=3X4 =6X6 =5X8 =4X4 W=3X4 III 6( -5X6 1112X6 =5X6 AB C D E F G H I J K L t AA Z Y X W V UT S R Q 1113X4 =6X10 =6X6 1112X6 1114X6(R) =4X4 1113X6(R) W=H0308 =5X8 W=H0308 =4X6 ling Criteria (psf) Wind Criteria _. 40.00 Wind Std: NA L 10.00 Speed: NA mph L: 0.00 Enclosure: NA L: 5.00 Category: NA EXP: NA Ld: 55.00 Mean Height: NA ft CLL: 10.00 TCDL: NA psf t: 0.00 BCDL: NA psf I Duration: 1.00 MWFRS Parallel Dist: NA ;ing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA op chord 4x2 SP #1 of chord 4x2 SP #1 lebs 4x2 SP #3 pecial Loads —(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.00 to 50 plf at 5.85 TC: From 100 plf at 5.85 to 100 plf at 20.21 BC: From 5 plf at 0.25 to 5 plf at 5.85 BC: From 10 plf at 5.85 to 10 plf at 20.33 TC: 183 lb Cone. Load at 1.85, 3.85, 5.85 lating Notes II plates are 6X8 except as noted ax JT VERT DEFL: LL: 0.33" DL: 0.25". See detail EFLCAMB1014 for camber recommendations. dditional Notes 2x6 continuous strongback. See detail FRBRIBR1014 for bracing and bridging commendations. ebs are square cut except dbl diagonals or as herwise shown. 20'4" 1112X6 M N 7 P O Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.330 V 724 360 A 1281 1- /- 1- !- 13.0 Lu: NA Cs: NA VERT(TL): 0.678 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. Camp. AA-Z 1 -1 U-T 5551 0 Z- Y 2993 0 T- S 5469 0 .- Y- X 4687 0 X- W 4687 0 S- R R- Q 5469 0 4742 0 W- V 5503 0 Q- P 3301 0 V- U 5551 0 P- O 1273 0 NO 047182 fo Maximum Web Forces Per Ply (Ibs) t Webs Tens.Comp. Webs Tens. Comp_ STATE AA- B 14 0 B- Z 1993 0 T- H H- R 143 0 0 -461 sA' Z-C 0 -1914 R-J 501 0 C- Y 1109 0 Y-D 0 -1109 J- Q K-Q 0 - 864 0 -67 •. D-X 20 -14 Q-L 1005 0 r D- W 566 0 L- P 0 -1321 URAL W-E 0 -503 E-V 117 0 P-M M-O 1362 0 0 -1643 cuss must be installed as shown with top chord up. 40 01 SA 38 FF 58 8180 8B 7F 48 00 99 2E 85 FB V - G 0 -20 O - N 142 0 ThUIeamhtabzc�rck ia�slrs yi nadmd9 lad by Lu",itaartnrs, G - T 0 -119 N - O 0 217 F£oti Lk..Crr1921 Wtzdawt hownabeamq gaSK"I aetlsen�ratir�s. aaiatnd cc�iss eitfds da_crwsr.S� not cza�s4sd ss�ns?and sealed ara6 !Fez ei.� aartltianteaaierse�¢ ra�L t� a�9f6sd +�r a�rrdectmrsk amiss. ' "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS lusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building omponenf Safety Information, by TPi and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary etfr� b acing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly a Cached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om �oneilts,ur a applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to t d wings 16OA-Z for standard plate positions. A ping, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the t s in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ li ting this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability a Id use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Job Number: 36CS00061 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 lbs / ... 05/29/2018 1-7"12 3'4" 17"12 1'8"4 1W'12 --� r I �-- 1-5"4 -41 1112X4 =3X8 1112X4 A B C !z =3X4 1114X4 =C3X4 3'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W F 183 I - l - l - I - l - TCDL: 10.00 Speed: NA mph Pf: 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(TL): 0.000 D - - D Min Brg Width Req = - NCBCLL: 10.00 TCDL: NA psf Code/ Misc Criteria CreepFactor: 2.0 Soffit: 0.00 TCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.101 Maximum Top Chord Forces Per Ply (Ibs) 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 ft Rep Factors Used: Yes Max Web CSI: 0.034 Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber F- E 104 0 E- D 104 0 Top chord 4x2 SP #1 Bot chord 4x2 SP 91 Webs 4x2 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Hangers 1 Ties A- F 0 -83 B- D 0 140 (J) Hanger Support Required, by others F - B 0 -142 D - C 0 -15 Additional Notes B- E 50 0 C- D 0 =70 Webs are square cut except dbl diagonals or as otherwise shown.vay Truss must be installed as shown with top chord up. I wk w� *V,. SERLAUk 40 015A38 FF 5B 81 B0 8T 7F48 00 99 2€ 95 F8 Thu item It= been =sdscaied'by fa3 ml Mzrtin", M m. tie.0471921 un be daft 110WIt abCM WA6 aSHA.l ar Wntimtke tradc Pxbted czpi =athk dmm=a stanotcrawduad sagned-=d salad and the s% ",thanticaarzaaWe m-t ba nscS bd m avydectmek ctr�Iat: 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 fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI anTSBCA) t0F safety practices prior to pertormmg these functions. Installers shall provide temporaryerney bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propey attachetl rigid ceiling Locations shown for ppermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face.oftruss and position as shown above and on the JointDetails, unless noted otherwise. f'tefer to om/rtrnents ux, drawings 160A-Z for standard plate positrons. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the WSSeS.A this drawing cover truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of seal on or page. . listing this drawing indicates acceptance of professions engineeringg responsibility solely for the design shown. The suitability this Q�awing for is the of the Building Designer ANSUTPI I Sec.2. and use of any sructure responsibility per For more information see this jobs general notes Pace and these web sites: ALPINE: www.al ineKw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; ICC: www.iccsafe.orq Job Number: 36CS00061 Ply: 1 SEQN: 682427 / T23 / SY42 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: FT5 Wgt: 120.4 Ibs / .. 10'0"4 18'0"2 10'0"4 7'11"14 -1 I3„12 I f I r I � 2'6"12 1 26 12 'i' 1 �"14 i K-3"1td f+ 1'3" —{ 1112X4 1114X6(R) =3X6 =4X4 1113X4(R) W=3X4 AB C D E F G H 1 J K L li��%�� I-W 461L - -11-_� -_-ill . P III2A4 =3Ab IIIGA4 VV=3A4 =4A4 K U =4X6 =3X6 05/29/2018 3'8 18'0"2 ling Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF -. 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Lee R / U / Rw / Rh / RL / W A 543 / - / - / - ! - 13.0 L: 10.00 Speed: NA mph Pf. NA Ce: NA VERT(LL): 0.054 X 999 360 L: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.094 X 999 240 p• 199 / _ / _ / _ / _ / 96.6 L: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.008 Y - - A Min Brg Width Req =. 1.5 Ld: 55.00 EXP: NA HORZ L 0.011 Y - - �) P Min B Width Re q Code / Misc Criteria ,CLL: 10.00 Mean Height: NA ft 9 CreepFactor. 2.0 Bearings A & S are a rigid surface. t: 0.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.635 1 Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.259 Maximum To Chord Forces Per PI Ibs P y ( ) :ing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.339 Chords Tens.Comp. Chords Tens. Comp. A - B 0 0 H -1 712 0 Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: 1: NA GCpi: NA Plate Type(s): B - C 0 -540 I - J 323 0 VIEW Ver: 17.02.02.1208.15 Wind Duration: NA WAVE C - D 0 -508 J - K 323 0 �LIumber D- E 0 -1051 K- L 323 0 To chord 4x2 SP #1 E - F 0 - 693 L - M 131 0 iII p F-G 342 0 M-N 1 0 Bot chord 4.2 SP #1 G - H 712 0 IlWebs 4x2 SP #3 Special Loads Maximum Bot Chord Forces Per Ply (Ibs) (Lumber 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 100 plf at 5.85 to 100 pit at 17.89 Y - X 1014 0 T - S 0 -404 BC: From 5 plf at 0.00 to 5 plf at 5.85MAP BC: From 10 If at 5.85 to 10 If at 18.01 X - W 1069 0 S - R 0 -448 p P�� W-V 1069 0 R-Q 0 -114 TC: 168 lb Cone. Load at 1.85, 3.85, 5.85 � w V-U 302 0 Q-P 46 0 Ilating Notes 047182 II plates are 3X4 except as noted. Maximum Web Forces Per Ply (Ibs) A Webs Tens.Comp. Webs Tens. Comp. dditional Notes ee detail STRBRIBR1014 for bracing and bridging Z - B 13 0 H - S 0 -162 ecommendations. B- Y 712 0 S- I 0 -353 1" STATE Y-D 0 -660 I-R 170 0 ebs are square cut except dbl diagonals or as therwise shown. D- X 63 0 K- R 0 -106 cuss must be installed as shown with top chord up. �� 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 545 0 M- P 0 - 65 y F-T 0 -895 N-P 0 -37 T-G 600 0 P-O 0 -7 40 01 SA38 FF 58 8180 BB 3F48 00 99 2E 85 Fri G - S 0 - 690 Thk IteMIm bt M ekzaeank �%:pad ms1: IadbyFAa 'l Marttaex. .PE (FL. U.t.4TINZI c thedrs arara abxg tying a shad xztSsen�ta.PTI¢axdc. S mdcsp�aathk do-_cr„ Am rat rxay8 wad sqnvi aidx bd =i tl�e 2 wtotica=de rna.t ta.edfe&ds�a�decYrat� . rrr^rax.. ' "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! `IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Lses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building omponenl Safety Information, by TPI anc�'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary �rtiey b acing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly a ached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, B7 or 810, nm rxnents nr a applicable. Apply laces to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. {2efer to t d wings 160A-Z for s=ard plate positions. pine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the t ss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page li ting this drawing,indicates acceptance of pr 3 essionak engineering responsibility solely for the design shown. The suitability a d use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00061 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: FT6 7'4"14 7'4"14 2'6"12 -- �}-- 1-9"10 -) 1115X6(R) =3X4 =3X6 1113X4(R) AB C D E F 3 Ply: 1 SEQN: 682422 / T31 / SY42 Qty: 8 FROM: GLM DRW: Wgt 120.4 Ibs / ... 94"14 18'0"2 2' 8'7"4 1-10"4 �F' !1 : F1'31� �- 1'3" —{ W=3X4 1113X4(R) =3X4 =3X6 G H I J K L M AA Z Y X WV U T S R Q P O N 1112X4 =4X10 =4X4 1112X4 1115X6(R) 1112X6 W=110308 1112X6 =5X6 18'0"2 05/29/2018 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defi1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R 1 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 BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.494 S 544 240 N 998 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 Big 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 ft 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 D G - H 0 -3455 1: NA GCpi: NA Plate Type(s): B - C 0 -1052 H - I 0 -28M Wind Duration: NA WAVE,.HS VIEW Ver 17.02.02.1208.15 C - D 0 -1020 I - J 0 -2888 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 4x2 SP #1 Webs 4x2 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. AA- Z 0 0 T - S 3653 0 f Z- Y 1970 0 S- R 3648 0 Hangers / Ties Y - X 2992 0 R - Q 0 0 (J) Hanger Support Required, by others ,. .waaar X-W W U 2992 0 2992 D R-P P-O 3273 0 2369 0 Deflection +.. V-U 0 0 O-N 956 0 Max JT VERT DEFL: LL: 0.28" DLL 0.26". See detail + U T 3652 0 ' - DEFLCAMB1014 for camber recommendations. Additional Notes � � Maximum Web Forces Per Ply (Ibs) + 2x6 continuous strongback. See detail . , Webs Tens.Comp. Webs Tens. Comp_ STRBRIBR1014 for bracing and bridging AA- B 13 0 G - R 0 - 654 recommendations. STATE B - Z 1388 0 R - H 411 I , 10 Webs are square cut except dbl diagonals or as e' Z - D 0 -1277 H - P 0 525 L84 otherwise shown.��0. OP D- Y 714 0 J- P 0 Truss must be installed as shown with top chord up. y�m► Y - E 0 -692 P - K 677 0 10 OL 9700 y4 E - U 576 O - 1017 U-F 0 -923 L-N 0 -1333 40 GI S t38 FF 58 81.80 887E 48 00 99 2t85 FB F-T S - G 643 0 411 -126 N-M M - N 11 0 -15 -44 This Itetri tnstem ¢k �yn¢d':�a3 sazated by rl n cl Maftcr, M(Si, t¢s.r4ru ImUbe daft SMVln W=ft Wng a SK&I authenYraaa�scaxlce i Pttetad ecgq�taraiifis do^_rx.etaiat� not cm�atzasd s�ixn3 sealed anE ti-c �+.�� sv�en�oSirescc d¢ nu:,t Csvedf3edrm acrtdectramk colas. "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 andSBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceilin t Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, Apr rn�t nfa, rl 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 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 handlim, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawing indicates acceptance of pro essrona 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 ANSI1TP11 Sec.2. For more information see thisjob's Qeneral notes vacie and these web sites: ALPINE: www.alt)ineitw.com. TPI: www. inst.o • SBCk www.sbcindu .corn• ]CC: wwwkesafe.orq t 11 . Job Number: 36CS00061 4EG6-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: FT7 57"8 77"8 5'7"8 2' 8"12 2'6" 1-11" --{ =4X6 1115X6(R) =3X4 1114X6(R) AB C D E F 3 Ply: 1 SEQN: 6824311 T34 I SY42 Qty: 8 FROM: GLM DRW. Wgt 117.6 Ibs .. / ... 17'3"2 9'7"10 N 2 6" — 3 13 ,1 r2k— 2'6" --I— 1'3" W=3X4 1113X4(R) =3X4 =4X4 =4X6 G H I J K L M N Uzm --,1� =6X6 =5X6 1114X6(R) 1113X6(14) =4X4 =3X6 =4X6 =4X6 W=H0308 17'3"2 05/29/2018 �oading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) CLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W CDL: 10.00 Speed: NA mph Pt NA Ce: NA VERT(LL): 0.293 U 691 360 A 939 / - / - ! - / - 13.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.612 U 503 240 O 956 /- / - / - ! - / - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.039 M - - A Min Brg Width Req = 1.5 Des Ld: EXP: NA 55.00 HORZ L : 0.053 M - - (T) O Min Brg Width Req = - 11Mean Height: NA It CBCLL: 10.00 Code/ Misc Criteria CreepFactor: 2.0 Bearing A is a rigid surface. TCDL: NA psf Soffit: 0.00 TCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.805 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.699 Maximum Top Chord Forces Per Ply (Ibs) pacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.629 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 -3190 I: NA GCpi: NA Plate Type(s): B - C 0 -10D2 1 - J 0 -3190 Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -972 J - K 0 -2710 ,lumber D- E 0 -2342 K- L 0 -2710 E-F 0 -3175 L-M 0 -1603 op chord 4x2 SP #1 F - G 0 - 3198 M - N 3 0 Pot chord 4x2 SP #1 ebs 4x2 SP #3 G - H 0 -3209 lating Notes Maximum Bot Chord Forces Per Ply (Ibs) II plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. !Tiess<�� j angers Y- W 1868 0 S- R 0 0 J) Hanger Support Required, by others X - W 0 0 S - Q 3074 0 eflection W- V 2724 0 V-U 3198 0 Q- P P-O 2261 0 913 0 ax JT VERT DEFL: LL: 0.29" DL: 0.26". See detailio U T 3305 0 EFLCAMB1014 for camber recommendations. 7102, No 0 - dditional Notes Maximum Web Forces Per Ply (Ibs) 2x6 continuous strongback. See detail e04 ,a Webs Tens.Comp. Webs Tens. Comp. TRBRIBR1014 for bracing and bridging " Z - B 12 0 S - J 251 0 'commendations. B- Y 1321 0 J- Q 0 -495 ebs are square cut except dbl diagonals or as °r `+ Y - D 0 -12D4 K - Q 0 -67 therwise shown. �+ D- W 660 0 W - E 0 -773 Q- L L - P 611 0 0 -915 russ must be installed as shown with top chord u 10 �0 1i1 V - F 0 - 466 M - O -1274 o L G-U 307 -118 O-N 0 -15 40015A38FF5881BOBB7F4800992E95FBC U-H 217 -495 H-S 18 -315 N-O 0 -44 Thu ltarnhnba ckd ltnddasa5a kdhV FA20AI lauttn", 2� €ei. t[t.GA7i92(cvi �ixsialc bharta a6mrx artag a SH.t-3 1Zm�tffYti3G7.: d SS C. ?t8aendssscatthr� d«rx�r�tzre r�otcau�iderdd s�gnm;:axs9 s�akd a dflt5"3 aMAeAtontimmeMLtto v.Mad cn aft% QIN.tmdr cz�ItlL `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *•IMPORTANT•* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS usses require extreme care in fabricating, handling shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building pmponenl Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary) Vey b acing per BCSI. Unless noted dlherwise,top chord shall have properly attached structural sheathing and bottom chord shall a ached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections have a propper y B3, B7 or 61D, a applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise_ (2efer to om f ronznrxur d�wings 160A-Z for standard plate positions. a division of ITW BuildincgLComponents Group Inc, shall not be responsible for any deviation from this drawin any failure to build the t ss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or li ling this drawing indicates engineering responsibility solely for the design shown. cover page• The suitability acceptance of professrona gnawing aiSpine, d use of this for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00061 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: FT8 Ply: 1 SEQN: 682407 / T38 / SY42 Qty: 2 FROM: GLM DRW. WgL' 137.2lbs .. / ... 05/29/2018 5'8" TS" 19,10" r 5.8„ - 2' 12'2" r"�_ 2'6" — 1 2'5" =4X6 1115X6(R) =3X4 =4X10 AB C D E AC AB AA Z Y =5X6 =-5X6 1114X6 " L _:Lj P+-26"___ _i 1-3"112I26"I_3"1 _3"1 =3X4 1113X4(R) W=3X4 =4X4 =4X6 3X4=2X4(R) F G H I J K L M N O X WV U T 1113X6(R) =4X4 W=H0308 =4X6 1T4" S R Q =4X6 =4 10 =4X4 2'6" "v =3CS 1 19,10" Loading Criteria (psfl 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 too Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.292 X 699 360 A 943 / - / - /_ /_ 13.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.558 X 510 240 R 1239 / - ' if - /- /- 14.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.037 L - - A Min Brg Width Req = 1.5 EXP: NA HORZ L 0.053 L - Des Ld: 55.00 R) R Min Br Width Re 9 q = 1.3 Mean Height: NA ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 Bearings A & R are a rigid surface. TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.925 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.844 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.618 Loc. from endwali: 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 1-1 0 -271l Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -957 J - K 0 -271,1 Lumber D- E 0 -2355 K- L 0 -1581 Top chord 4x2 SP #1 F - G 0 -3201 M N 273 0 Bot chord 42 SP #1 G - H 0 -3201 N - O 0 -5 Webs 4x2 SP #3 i Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Additional Notes AC -AB 0 0 W- V 0 0 + 2x6 continuous strongback. See detail AB- Z 1833 0 AA Z 0 0 W- U U - T 3079 0 3079 0 STRBRIBR1014 for bracingand bridging dsa+ g g` recommendations. v Z- Y 3178 0 Y- X 3193 0 T- S S- R 2252 0 891 12 Webs are square cut except dbl diagonals or as 10 W 3302 0 R Q 0 61 X - - otherwise shown. 2 IWO Truss must be installed as shown with top chord up. woMaximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Cor)tp_ s AC- B 12 0 J- T i 0 �,"67 110 wor E, OF B-AB 1298 0 T-K 646 �e AB- D 0 -1180 D- Z 726 0 K- S S- L 0 955 982 110 4 Ft Z-E 0-1121 E-Y 509 0 L-R M-R 0 -1291 0 144 F- X 228 -166 R- N 0 288 X-G 267 -488 N-Q 89 0 40 015A38 FF 56 81 BO 8B F 48 00 99 2E 85 FB G- W 47 -344 W -1 278 0 O- Q P - Q 0 -42 0 11 Stu aamit"teen tIwrank'.&y S.nad'an9 waiadby manta Markin 1-T 0 -522 &�(ti. ttc.CbTUMj( the stala, shmWrt above Udng a SK44, 04.'ttleENi[aR$i7i' e, Prkstn3 ccpkntafths ala_exssrat= mat cros dmd siipuni and walne eno the sKc a asaLent�mtknecde mot tm xrdlimd ca, =V dectmal: c wtm. **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 Componen[ Safety Information, bV TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide of BCSI (Building temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly lateral have bracingg BCSI B3, B7 or i aney attachetl rigid ceiling Locations shown for permanent restraint of webs shall installed per sections Apply to each face. of truss and as shown above and on the Join f Details, unless noted otherwise. 12efer to ©ri�frsnents; nz as applicable. gates position drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the installation bracing trusses.A seal on this drrawing or cover truss in conformance with ANSI PI 1, or for handlinj shipping, and of page. , listing this drawing, indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Designer ANSI/TPI 1 Sec.2. and use of this drawing for any structure is the responsibility of the Building per For more information see this'oUs general notes pacte and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA www.sbcindu .com; [CC: www.iccsafe.e t I r Job Number: 36CS00061 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: FT9 5,8" 7,8" 5'8" 2' F5d F— 2'6"12 ---I 1115X6(R) =3X4 AB C D E Ply: 1 SEQN: 6824111 T43 / SY42 Qty: 7 FROM: GLM DRW. Wgt:119.0lbs .. / ... 17'4" 9.8.1 r] 1�F3"1 Pq F' _Lt� �- 1 3" 1113X4(R) 1112X4 W=3X4 =3X4 1112X4 =4X4 1112X4 F G H I J K L M 1112X4 =6X5 =5X6 1112X6 1113X6(R) —''^'' =3X6 W=H0308 17'4" 05/29/2018 oading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSi Criteria ♦ Maximum Reactions (Ibs) CLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W CDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.310 T 657 360 A 943 / - / - /- /- 13.0 CLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.547 T 504 240 N 960 / - / - /- /- / 4.0 CDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.039 L - - A Min Brg Width Req = 1.5 Ld:EXP: NA HORZ L : 0.054 L - - N Min Br Width Re = 1.3 les CL 10.00 Mean Height: NA ft �) 9 q ICBCLL: 10.00 9 Code / Misc Criteria Creep Factor. 2.0 Bearings A & N are a rigid surface. TCDL: NA psf BldgCode: FBC 2017 RES Max TC CSI: 0.908 offd: 0.00 BCDL: NA psf oad Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.788 Maximum Top Chord Forces Per Ply (Ibs) pacing: 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/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 0 G - H 0 -3218 is NA GCpi: NA Plate Type(s): B - C 0 -1000 H -1 0 -3218 Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -970 I - J 0 -2726 umber D- E 0 -23TT J- K 0 -2726 E-F 0 -3212 K-L 0 -1611 op chord 4x2 SP #1 F - G 0 - 3221 L - M 3 0 of chord 4x2 SP #1 Jebs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) dating Notes Chords Tens.Comp. Chords Tens_ Comp. II plates are 4X6 except as noted. Y - X 0 0 S - R 3319 0 reflection x- V 1863 o R- Q 0 0 W-V 0 0 R-P 3096 0 lax JT VERT DEFL: LL: 0.31" DL: 0.29". See detail - VU 3198 0 P-O 2273 0 EFLCAMB1014for camber recommendations. "*�� U-T 3212 0 O-N 918 0 vy additional Notes T - S 3323 0 2x6 continuous strongback. See detail w TRBRIBRIO14 for bracing and bridging Maximum Web Forces Per Ply (Ibs) :commendations. Webs Tens.Comp. Webs Tens. Comp. Jebs are square cut except dbl diagonals or as Y - B 12 0 R - I 254 0 thetwise shown. w B- X 1318 0 I- P 0 -502 russ must be installed as shown with top chord up. STAT X - D 0 -1200 J - P 0 -68 0,01 x D-V 716 0 P-K 616 0 V-E 0-1114 K-O 0 -920 E-U 497 '0 O-L 965 0 BO Air, 0 t$ + T - G 220 -495 N - M 0 1215 :,? G- R 46 -315 M- N 0 -44 40 015A38 FF5B B 8t1 B07F 48 00 99 2E &5 FB tistr ltcr+'iuss.+.cen cicCiaraaica�js�nasf � atatadSy b3arezzl tAarttncr, Sxc fA. tic.C47:si1 ara GA,:tia3s shaver¢ afrarom W..WS a SHA•i ax^;thBntira'.,�Tits u+, I f mt�tf tt�tuts ¢irks drsEv�Y.r� �mt cm�zir�rmd s�nvnv6� mil s��d one tt�_sip,-asuthcntkw�.n ede e°v+:.i tmrorr7f: fur aaydectrmrs racks.. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building omponent Safety Information, by TPI and SBCA) for satety practices prior to performing these functions. Installers shall provide temporary) rrrrey b acing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y a ached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections 63, B7 or 81D, �m onexrts ttt a applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to tr d awings 160A-Z for standard plate positions. A I ire, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the t Fin in conformance with ANSI PI 1, or for handling shipping, installation and bracing of tivsses.A seal on this drawing or cover page, li ding this drawing indicates acceptance of professionaq engineering responsibility solely for the design shown. The suitability a 'd use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. F r more information see this iob's general notes Daae and these web sites: ALPINE: www.aloineft.com: TPI: www.toinst.ora: SBCA: www.sbcindustrv.com: ICC: www.iccsafe.ora D Job Number: 36CS00061 Ply: 3 SEQN: 682433 / T33/ FLAT 4EGB-Galen-2432 "H" OIL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: FG1 Wgt 117.6 Ibs / ... 05/2912018 1, 5'S" r 179 + 3-10"2 + 5-9"3 7'8"4 r 9'7"5 + 11-6"6 { 13-3"15 + 15 1'9"9 2'0"9 1'11 "1 1'11"1 1'11 "1 1'11"1 1'9"9 1'11 "1 Loading Criteria (psf) TOLL: 40.00 TCDL: 10.00 BOLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0-00 Load Duration: 1.00 Spacing: 24.0 " 1112X4 =4X10 =4X6 =4X4 =4X4 =4X10 =3X10 A B C D E F G H 1 =3X1u =4X6 =4X4 =4X4 =4X1U =4AIU 15'8" I' 1-9"9 I 1-11"1 1'11"1 T 1,11"1 T 1-11"1 } 2'0"9 + 1-11"1 1'9"9 H" 2'2"9 4-1"10 1 6-0"11 7'11"12 9'10"13 1111"6 13'107 15'8" 5 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x6 SP #1 Bot chord 2x6 SP M-26 Webs 2x4 SP #3 :W3 2x4 SP #1: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 2 Rows @ 4.50" o.c. (Each Row) Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads —(Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) TC: From 50 plf at 0.00 to 50 plf at 15.67 BC: From 5 plf at 0.00 to 5 plf at 16.67 TC: 998 lb Conc. Load at 0.54, 2.48, 4.48, 6.48 7.52, 9.52,11.52,13.52 Plating Notes All plates are 3X4 except as noted. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. a Snow Criteria (Pg,Pf in PSF) Den/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U ! Rw / Rh / RL ! W Pf: NA Ce: NA VERT(LL): 0.262 E 718 360 R 4842 ! - Lu: NA Cs -NA VERT(TL): 0.458 E 522 240 J 4001 ! - / - 1- / - 14.0 Snow Duration: NA HORZ(LL): 0.039 A - - R Min Brg Width Req = - HORZ(TL): 0.053 A J Min Brg Width Req = 1.5 Code ! Misc Criteria Creep Factor. 2.0 Bearing J is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.557 TPI Std: 2014 Max BC CSI: 0.572 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.878 Chords Tens.Comp. Chords Tens. Comp. FT/RT:20(0)/10(0) Mfg Specified Camber: A - B 0 -16 E - F 0 - 6420 Plate Type(s): B- C 0 -2970 F- G 0 -5844 WAVE VIEW Ver: 17.02.02.1208.15 C - D 0 -4929 G - H 0 -4563 D- E 0 -6095 H -1 0 -25M Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R- Q 25T7 0 N- M 6023 0 I Q- P 4731 0 M- L 4854 0 P- O 6028 0 L- K 2939 0 O- N 6500 0 K- J 12 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp - A - R 0- 305 N- F 451 10 R- B 0- 2923 F- M 0 - 566 B-Q 927 0 M-G 1123 l0 Q-C 0 -1998 G-L 0 19 C-P 628 0 L-H 1843 1;10 P-D 0-1247 H-K 0 -1275 D-O 212 0 K-1 2773 1110 O- E 0- 460 I- J 0 -1236 E-N 3 -254 1 40 01 5A 38 FF 55 S1 80 BB 7F49 00 99 2E 85 FB Mix itami."b tt elcarwdabfs4nsd arsd waiad by FAaaszel Martin", PE VL. Lic.047I921 tMthe data shavers &e' a W08 a 5HA4 aultseritkacz»!a, Ev%atcdern sra7tf ssim-c -am got CUTA&t2d ridnddandwaldd at9d tFrL Sh-i nthas+36rattcas trade mist be t&L-d macjd=trnnv_ rrylaz **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme tare in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building quire Information, bVV TPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporarryY r BCSI.. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610, le. ADDiv Dlates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to TPI 1; or for h acceptance any structure failure to build the g or cover page in. The suitability rrneY ' omfwn2ttts, ur Job Number: 36CS00061 Ply: 3 SEQN: 682437 / T35 / FLAT 4EGB-Galen-2432 "H" OIL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: FG2 Wgt: 117.6 Ibs / _.. 05/29/2018 1, 5'�" 1.9"9 3.10"2 .I 5'9"3 i' 7'8"4 97"5 11-6"6 + 13-3"15 + 15'I5—"I 1'9"9 2'0"9 1'11"1 1'11"1 1'11"1 1,11"1 1'9"9 1'11"1 T 1 1112X4 =3X10 =4X6 =4X4 =4X10 =3X10 A B C D E F G H I =4X10 =4X6 =4X4 =3X1U =4X1U 15'8" r 1-9"9 + 1'11"1 + 1'11"1 1,11"1 + 1'11"1 2'0"9 } 1,11"1 �iyn) H" 2'2"9 4'1"10 6'0"11 7'11"12 9'10"13 11'11"6 13'107 15'8" 5 ling Criteria (psf) Wind Criteria _. 40.00 Wind Sid: NA L: 10.00 Speed: NA mph L: 0.00 Enclosure: NA L: 5.00 Category: NA EXP: NA Ld: 55.00 Mean Height: NA it CLL: 10.00 TCDL: NA psf t: 0.00 BCDL: NA psf i Duration: 1.00 MWFRS Parallel Dist. NA ;ing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA chord 2x6 SP #1 chord 2x6 SP #1 )s 2x4 SP #3 :W3 2x4 SP 91: Schedule:0.128"x3", min. nails Chord: 2 Rows @ 4.50" o.c. (Each Row) Chord: 1 Row @12.00" O.G. 3s : 1 Row @ 4" o.c. seat nailing as each layer is applied. Use equal cing between rows and stagger nails in each row void splitting. Snow Criteria (Pg,Pf in PSF) DeFl1CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.257 E 731 360 R 4246 /- / - / - ! - /- Lu: NA Cs: NA VERT(TL): 0.450 E 532 240 J 4266 / - / - 1- / - 13.6 Snow Duration: NA HORZ(LL): 0.039 J - - R Min Big Width Req = - HORZ(TL): 0.054 J - - J Min Brg Width Req = 1.7 Code / Misc Criteria Creep Factor. 2.0 Bearing J is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.502 TPI Sid: 2014 Max BC CSI: 0.996 Maximum Top Chord Forces Per Ply (ibs) Rep Factors Used: Yes Max Web CSI: 0.769 Chords Tens.Comp. Chords Tens. Comp. FT/RT:20(0)110(0) Mfg Specified Camber: A - B 0 -15 E - F 0 - 5688 Plate Type(s): B- C 0 -2693 F- G 0 -5292 WAVE VIEW Ver: 17.02.02.1208.15 C - D 0 -4418 G - H 0 -4210 D- E 0- 5396 H- 1 0- 2405 special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00) TC: From 50 pif at 0.00 to 50 pif at 15.67 BC: From 5 plf at 0.00 to 5 plf at 15.67 TC: 956 lb Conc. Load at 0.85, 2.85, 4.85, 6.85 3.85,10.85,12.85,14.85 'lating Notes ,11 plates are 3X4 except as noted. TC of this truss shall be braced with attached is at 24" oc in lieu of structural sheathing. onal Notes must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R- Q 2431 0 N- M 5444 0 Q- P 4252 0 M- L 4464 0 P- O 5339 0 L- K 2787 0 O-N 5735 0 K-J 14 0 aw— 0 Maximum Web Forces Per Ply (Ibs) t vv' Webs Tens.Comp. Webs Tens. Comp_ 40, A- R 0- 237 N- F 277 0 R-B 0 -2655 F-M 0 -481 B- Q 827 0 M- G 940 0 Q-C 0-1770 G-L 0 -801 C-P 523 0 L-H 1616 0 P-D D-O 0-1046 180 0 H-K K-1 0 -1208 2627 0 . O-E 0 -385 1-J 0 -1338 E-N 3 -150 s F 40 015A38 FF 5B 8180 85 71`48 00 99 2E85 FB 3t,'t; liam➢raa rasraa claztr�jzt�nedand saealcdtry aRarsre9 Marttnra, FE (rL. tfe.t`R3357.(az7thad 'a�2ahawn aCbma u.&ng a 33ik»4 xz^itsent�a+�a. meted e�iax alxffr; da�urseF�tascrrat cmaicered a� anil scaled and tivz. a;�.=2 c�+�at�sszate most #ix undies r�r aaycdactror� sa�inx. "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, byy TPI anc7'SBCA) toy 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 proppefly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, e. A .pTy 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 ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability le of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. rmey; ntirlrvttc/its; rtz 1] Job Number: 36CS00061 Ply: 1 SEQN: 6863761 T44 / EJAC I I 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 3 FROM: GLM DRW. Truss Label: 4EJ3 Wgt 12.6 Ibs / ... 05/29/2018 C SEAT PLATE REQ. T Irl- ti 11 31 1 OT 31 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 for Udefl LI# LOG R / U / Rw / Rh / RL / W B 194 189 / 154 / - / 58 17.5 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 D 49 16 / 39 / - ! - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 D - - C 62 / 43 124 / - /- / 1.5 Des Ld: 37.00 EXP: C HORZ L : 0.002 D - - (T ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft' CreepFactor: 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psi Bldg Code: FBC 2017 RES Max TC CSI: 0.184 D Min Br Width Re - g q = Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.069 C Min Bearing B 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. r Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GC0.18 YP PI. 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 -62 Top chord 2x4 SP #1 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 pegNo 047182 �r w 40 015A 38 EF 50 8180BB 7F48 00 99 2E 95 FB rials itam?r3sIDcar eka sr rad zmJws ladrp WrA.Imartbws, 'PE (rt.. U[.9471321 on the dM4=rm abara unki; a SH4,1 astih erricaW=ade. ?%btVdeVPVld drxre-, s. a�atczavi3 its#gnazasa9 mlrsf mnethaSHA'lwffi nicatwmccder=khee dfbdM=7dcctrank cmiria.. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme tare in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary crnedr bracing per BCSI. Unless noted dtherwise,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 ins Talled per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. (2efer to omrran�rtts, uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingy�Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIlfPI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of pro essiona 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. P-- Inlnenannn inn this iW. nananal nnt— nano and fhese w h slip- M PINE• WLN Anineftw-care, TPI] wwwAninstom: SBCA: www.sbcindustrv.com: [CC: WW W.i[6afe.or9 r Il 0 Job Number: 36CS00061 Ply: 1 SEQN: 686378 / T37 / HIP_ 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 2 jFROM:GLM DRW: Truss Label: 4CJ3 I Wgt: 15.4 Ibs .. / ... 05/29/2018 +5 A 2.8312 2X4(A1) B E SEAT PLATE REQ. C T TLO co D 4'2"14 Gi, �To 1,J 4'2" 14 oading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) CLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# LOG R 1 U / Rw / Rh / RL / W CDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA E 151 / 77 / - / - / - 110.6 CLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 70 14 / - / - / - 11.5 CDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D - C 36 / 5 / - / - G- 11.5 ,es Ld: 37.00 EXP: C L 0.004 D - - HORZ(T) Wind reactions based on MWFRS ICBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 E Min B Width Re = 1.5 r9 q offit: 2.0 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.081 D Min Brg Width Req = - oad Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.111 C Min Brg Width Req = - Bearing E a rigid surface. pacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes p Max Web CSI: 0.000 Bearing E requires a seat plate. r 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. Camp. umber A-B 9 -7 B-C 9 -2 op chord 2x4 SP #1 of chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) find Chords Tens.Comp. lind loads and reactions based on MWFRS. B - D 0 0 40 015A38 FF 5B 81 BO BB 7F 48 00 99 2E 95 F8 it,u It¢m hwsiacen a{ncirrmtcr tz ed-zn6watedby maw-lhurnnas, c�%(il.. tI4_wii$21 (}£P kiC$aSC StlL6Y6abaaa 3P'�s 8 53iA•1 garb ¢nrcrricza rodd, ftbud 4wiffoltts dtr_vr Aaremta sl ¢ds na and MW anc khaSKA.1aeAb¢nitca3�ror�em�sYP rcrNbrd rm amgd¢ctmr Cyi»s_ —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > reqquire exVeme care in fabricaGnpp handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building rent Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, icable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. {2efer to )s 160A-Z for standard plate positions. a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI PI 1, or for handlingf shipping, installation and bracing of frusses.A seal on this drrawing or cover page, . this drawing indicates acceptance of pro essionA engineering responsibility solely for the design shown. The suitability re of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP1 1 See .2. Information see this iob's general notes Dane and these web sites: ALPINE: www.atoineihemm: TPI: www.toinsttom: SBCA: www.sbdnduslrv_mm, ICC: www10 safe. ctney omyonerrts, ur Job Number: 36CS00061 Ply: 1 SEQN: 686380 / T12 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: 4D2 Wgt 44.8 Ibs / ... 05/29/2018 3'0"8 6'11 "8 10, 3'0"8 3'11" } 3'0"8 T N 13 5 12 4 p =_ (M III /-A4 = OA'f SEAT PLATE REQ. SEAT PLATE REQ. 10' 374 3'5"12 3'4" 1, 3,2"4 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 D Des d:: Mean Height: 15.00 ft .00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Special Loads --(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 55 plf at -1.00 to 55 pif at 3.04 TC: From 27 plf at 3.04 to 27 pif at 6.96 TC: From 55 plf at 6.96 to 55 plf at 11.00 BC: From 4 plf at -1.00 to 4 pif at 0.00 BC: From 20 pif at 0.00 to 20 pif at 3.07 BC: From 10 pif 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. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/Rr20(0)/10(0) Plate Type(s): WAVE DeflICSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL VERT(LL): 0.029 G 999 240 B 632 /268 /- I - I - VERT(TL): 0.077 G 999 180 E 632 / 268 /- /- / - HORZ 1 1 0 009 G W' d ti b d MWFRS I 18.0 / 8.0 ( ). . - - m reac ons ase on HORZ(fL): 0.016 G - B Min Brg Width Req = 1.5 Creep Factor. 2.0 E Min Brg Width Req = 1.5 Max TC CSI: 0.227 Bearings B & E are a rigid surface. Max BC CSI: 0.317 Bearings B & E require a seat plate. Max Web CSI: 0.065 Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.02.1208.15 I A-B 19 -14 D-E 484 -1297 B-C 482 -1304 E-F 19 -'14 C - D 439 -1256 No 04718Z SATE OF Wk 40 015A38 TF 5B 81 B0 BB 7F4& 00 99 ZEH5 FB r,hlc Item hasbtmclaarr yAped zad=a1ad by r.Sara,el Martlaen PI(M. toe. rT382t are e8z�c shna�a aimvm uzinga5i?A-3 "cn:',muenrarda. Praated a�a�rmrefffis dvsea;tar� araetarssild d�rasi �aintE zn6 the S:�s.-<auKtentuae zc2c nests hnvcrifzed.+,an sgydectra"k axylas. Maximum Bot 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) "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 an in shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for sal practices prior to performing these functions. Installers shall provide temporary crlrey bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached n id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, ' om some , r as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to / drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�tL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling' shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00061 Ply: 1 SEQN: 686382 / T18 / 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 2 FROM: GLM Truss Label: 4D1 Wgt: 36.4 Ibs 12 A r 5' + 10, 5' 5' C=4X4 DRW: SEAT PLATE REQ. SEAT PLATE REQ. 10' 05/29/2018 r 5' 10, ding Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) L: 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 )L: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.013 F 999 240 B 433 1205 / 272 / - ! 79 18.0 .L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.033 F 999 180 D 433 / 205 / 272 / - / - 18.0 )L: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - Wind reactions based on MWFRS Ld: 37.00 EXP: C HORZ L 0.007 F - - �) B Min B Width Re 1.5 q 3CLL: 10.00 Mean Height: 15.00 ft 9 Code / Misc Criteria Creep Factor: 2.0 P D Min Brg Width Req = 1.5 it: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.192 Bearings B & D are a rigid surface. d Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.213 Bearings B & D require a seat plate. cing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.078 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 19 0 C - D 470 -638 lber B- C 470 -638 D- E 19 0 chord 2x4 SP #1 chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) )s 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. d B - F 575 - 351 F - D 575 - 351 nber design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) T " , - C - F 206Co - 2 C A N 4 STATE O 40 01 SA 38 FF 5B 8180 BB 7F 48 00 99 2E 95 FB VA waled by ties Martinez, � (k6. Lis.ira7t93/ aasi� r€3scr.)wvas aBaanm gr�n�a SN�•2 i a>3thent`mxs�sr�da. MN adeepinalthk dosusaaA= not c2 aaid�crnd nnr zasi wind axs2 lire 3as�erstcrir�czsfe maaC 2z aedf?d�aaagrdectraasb_ twins_ -WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS tosses reqquire extreme care in fabricatingg handfin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building mponenf Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary erney b cing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly a ached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ant MnetllS a>r a applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Zefer to F di�wings 160A-Z for standard plate positions. I trip, a division of ITW Building -Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the t ss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, It ding this drawing, indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability a d use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ors 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Ors 140 mph Wind Speed,45' Mean Height, Enclosed, Exposure D, Kzt = 1,00 — 17m ,.np. 1..— q--- J 14 Men.. Welnlnit_ Pnr+Inliv Fv.rinaanl. iYrinSl n. Kzt = 1.00 S 2x4 Brace Goble Vertical pacing Species Grade --,,,Braces No (1) lx4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace xw (1) 2x6 'L' Brace x (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' #3 3' 8' S'9'6' 2' 7' 8' 7' 11' 9'1'9' 6'12' 0' 12' 6' 14' 0' N USPr Stud3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9'6'12'0' 12' 6' 14' 0' Q P Stn#ndnrd 14 4 0' 6' 8' 6' 11' 7' 0' 8' 2' 9' 4' 9'8'12'4' 12' 9' 14' 0' 1 SP #2 3' 10' 6' 7' 6' t0' 7' 9' 8'1' 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' (U I D P Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' d L Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' e' 11' 9' e' l0' 4' 13, 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' L3' Il' 14' 0' 0 14' 0' 14' 0' . > 1 1 C S P r #3 4' 2' 7' 1' 7' 9' 8' 9' 9' L' 10' 5' 10, 10' 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' V 7' 6' e' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' O H F Standard 4' 2' 6' L' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12, e' 13' 7' 14" 0' 14' 0' QJ #1 4' 7' 7' 7' 7' 111 9' 0' 9' 4' 10' 8' it' V 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' e' 10' 9' 3' 10' 7' 111 0' 13, 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' D F 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, it, t0' 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' S P F #3 4' 7' e' 2' 8' 5' 9' e' 10, 0' 111 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' LJ t J Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O 1 H F Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X 141, 5' V 8' 5' e' 8' 9' 11' 10' 3' 11' 9' 12, 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' to- 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' CS #3 4' 9' 7' 4' 7' 10' 9' e' 10, i' It' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud - - -4 =9'-- - -- 7-4=- - T-10=- -9=8'- - -10'_1'— -11' T_ 12_0_ 14_'_ 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 1 9' 3' 11' 6' 12, 0' 13' 7' 14' 0' 1 14' 0' 1 14' 0' able Truss Diagonal brace options -F vertical length may be doubled when diagonal 18 )K brace Is used Connect L diagonal brace for 60011 at each end. Max web Brace total length Is 14'. 2x6 DF-L a2 or II g45' better diagonal shown Vertical length bracer single IJL- Li In table above. I or double cut (as shown) at upper end Connect dkgonnint midpoint of vertical web. . Refer to chart above for �2°�`1• �.� -VafdlDO- READ AND FOLLDV ALL NDTES-ITN THIS DRAVMG uIWMTAHTww FURNISH TM WAVING TD ALL CDHTRACTDRS MMUDING TIC V4TALLERS ENS - Trusses require extreme care In fobricatblg• handUng,•shipping, InstalUng and bracing. RefeiF to and Trusses foUor the latent eratkn of BCSI (BuUding CanPorrernt Safety infermatkn, by TPI and SBCA> foN.saFety practkes prior to performhg those functions. InstaUers shall provide temporary brodng per BCSL bottdn Chord ' Unless noted otherwise• top chord shalt have ProperlY attached structural sheotNng and shall Imve � Properly attached rigid ceillno. Locntkno shorn for pernnneM lateral restraint h webs , shall have bracing Installed per HCSI sections $3, H7 or B10, at applkobly. Apply plates to each face on the Jdnt Details, Wdegg noted atherrIS.. = d O rg f 4rU5e and ppooSltian at Shown ab.V* and Refer to drawings 16OA-Z for standard plate positions. _ a �� t AN RWOOMPANY Alpine, a division of IN Building Components Group lnc shall not be responsble Far an Hatton from tits droeing, any failure to build the truss In canfornonce with ANSI/TPI 1, ar for horwA shipping, Y% ® a �le �o. ` T_ o,F knstallatbn 6 bracing aF trusses, A seal on this drawing or cover page Ilstbg this drawing, 0-11=tts acceptamce of Professional enBbneer4ng re Sy solely for the design Morn The sultape anq use of this drawing "ny ,. yyF, iB 13389 Leketronl Drive 1338 for a'y' structuresithe respon�lUty of the Butdbrg DarJgner per ANSI/TPI I Sect• ? 1jp.":p6;prppp*tti EanhH City, MO For more Informatkn see this Job's general notes page and these web Sites At PiNri www.aioineltr.coml TPI, rww.tonstoral SBCA, wwr.cbchdustrv.oral iCG wvwlccsafa rn 01 Bracing Group Species and Grades - Group A: S ruce-Pine-Fir Hen-Flr Rl / #2 IStandard #2 Stud a3 Stud R3 Standard ilou las Flr-Larch Southern Plnewww #3 #3 Stud Stud Standard Standard Group Bi Hen -Fir #1 '6 Btr al Do las Flr-Larch Southern Pinewsw al at #2 a2 lx4 Braces shall be SRB (Stress -Rated Boord). xwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rades. Gable Truss Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 75 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. Attach 'L' braces with 10d (0.128'x3.0' min) nails. )K For (1) 'L' bracer space nails at 2' O.C. In 18' end zones and 4' MC. between zones. iI WFor (2) 'L' braces, space nails at 3' o.c. In IS' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 807 of web member length. Gable Vertical Plate Sizes Vertical Lennth No Splice ♦ Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detall. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Less than 4' 0' 2%3 Greater than 4' 01, but less than il' 6' MAX. TOT. LD. 60 PSF MAX. SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ❑rl 120 mnh Wind Snead. 30' Mpan HPlnht. Partially FnHmsed. Fxonsurp Ti. K7t = 1.00 S 2" Gable Vertical Brace63'8' Spacing Species Grade (1) lx4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace I4 (1) 2x6 'L' Brace x (2) 2x6 'L' Brace IN Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 6.3'6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' #3 5' 5' 5' 9' 7' 2' 7' 7' 8' e' 9' 1' 11' 3' ll' 11' 13' 7' 14' 0' USPF Stud 5' 4' S' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' Q F Standard3' CU V 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 1' 9' 12' 2' 13, 11' 14' 0' #2 3' 8' 6' V 6' 6' 1 7' 5' 7' 8' 1 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' # 3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9" 9' 1' 10, 1' 10' 10' 13' 8' 14' 0' (U 11 '' I L F L Stud 3' 7' 4' 10' S' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 111 9' 7' 12, 2' 13, 0' U #1 / #2 4' 2' 7' P. 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13, 3' 13' 9' 14' 0' 14' 0' +.) _ S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' U Stud 4' 0' 6' 7' 7' 0' 8' 4' e' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O H F l l I Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12' B. 14' 0' 14' 0' (1J #1 4' 5' 7' 3' 7' 6' 1 8' 7' B' 11' 10, 2' 10' 7' 13' 5' 13' 11' 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, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Q1 D F L Stud 4' 1' 5' Il' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' S' 13' 3' 14' 0' 14' 0' Standard 4' 0 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' to' 2' 11' 0' 11191 14' 0' 14' 0' _Q CS u U S P F i J #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 1l' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, IS' Ill 5' 14' 0' 14' 0' 14' 0' 14' 0' X O t l I F Standard 4' 5' 6' 6' 6' 11' 1 8' S' 9' 3' to, Ill 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' #1 4' 10' 8' 0' 8' 3' 1 9' 5' 9' 9' 11' 2' il' e' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' 11' 0' Ill 6' 14' 0' 14' 0' 14' 0' 14' 0' (Ni D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' It' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 4' 5' 1 6' V 6' 5' 8' 1' 8' 7' 1 10' 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' About i-- able Truss Diagonal brace option T vertical length may be doubled when diagonal 18' A brace Is used. Connect L diagonal brace for 690# 'L' at each end. Max web I le Brace total length Is 14'. 31f)M 2x6 DF-L #2 or better diagonal r I Vertical length shown braces single 8' In table above. or double cut L 1 45' (as shown) at upper end, Connect diagonal at I - - - - tlllltltllr midpoint of vertical web. 4, Refer to chart above for roam gs�b'te riiN0ly leng' —WARNeifd•• READ AND FOLLOW ALL NOTES ONTHIS auvuud .�� ithi -DWORTANTww FURNI8H THIS DRAVIM TO ALL CONTRACTORS INCLUJIM THE INSTALLERS. �jt� % rrii Trusses quire extreme care in fobrkSting, handling, shipping, Installing and b—trig. Refer to Sad ``��` �\�' G,VSL� folio• the latest erBtion of SCSI (Buft[N Component Safety Information, by TPI and SBCA) for safety ♦ `` ` Prnctic¢S prior to p-1—Ing these functlons. Installers shall provide temporary br cI7 per BCSL 1' Unless rated otherwise, top chord shall hove properly attached structural sheathing and button chord NO shall h— S properly attached rigid ceiling. Lacatlons shown for permanent lateral restraint of sets Z / shall have bradng Loons s per SCSI sections the Joint or B10, is applicable. APply plwtes to each face = Cj Q of truss abr pp citlas a hoer Shove and on the 17or B10, s, aM¢sa e. A otherwise. Refer to drawings 16BA-Z far standard plate posltions, Alpine, dlvLslon of ITV BWltlin Components Group Inc shall of he responsible for any tlevlattan from ATE OF AN IFW COMPANY this d-wing, any Foeure to hIl(d the truss In confornance with ANSI/TPI 1, or for handling, shipping, Installation L b acVp7 f trusweb. r a l A sent on this A-oshp a cover page Ilsttng this drawing, indicates acceptance of professional engYxering respons�Nty S= Por the desfpn shorn The %WtWAty ¢rut use of this ol-OV i r,(v. for wy Structure hi the r¢spondbWty of ih¢ BuAdbg Designer per ANSVTPI I Seel. R m 1338E sty. M ni 3045 �S4 t tat ,e Earth City. M063045 For more tnfarnatb-rse= this Jobmmgecprg�notes p n8 ctaiw�. Me7-CGw-...Jietesnfwa ____t44— Bracing Group Species and Grades) Group At Spruce- me- r Hen -Fir #1 / #2 Standard k2 Stud #3 Stud #3 Standard Douglas nr-Larch Southern Pinexxx a3i #3 Stud Stud StandnrdI Standard Group BI Hen -Fir 01 4 Btr al DO u las Fir -Larch Southern Plnewww #i al #2 #2 lx4 Braces shall be SRB (Stress -Rated Board). xwFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load), Gable end supports toad from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0,128'x3.0' min) nails, )K For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. )KWar C2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. bracing must be a minimum of 60% of web member length. Gable Vertical Plate Sizes Vertical Len th I No Sptice Less than 4' 0' 1 2X4 Greater than 4' 0', but I 4X4 less than t2' 0' + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. X. TOT. LD, 60 PSF REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 - - Gable Detail For Let -in Verticals s,bout + If web has a scab brace, then webs over, 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of member length. 1c 1` v6 No 'L' or 'T' brace required In lieu of scab brace Gable verticat Length greater than 48' 'L' or 'T' brace required IT Relnfoi Memk Ga Tr Gable vertical length greater than 48' 'L' or 'T' brace required Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. +)Refer to Engineered truss design for peak, splice, web, and heel plates, ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web, Examplem 2X4 2X4 42X8 Provide connections for upUft specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails, 10d Common (0,148x 3'.min) Nails at 4' o.c. plus (4) naps In the top and bottom chords. Toenailed Nallsm —10d-Common-(0.148'x3',min> Toenalts-at-4' o.c._plus— (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A1803CENCM1014, A20030ENC101014, A20030END101014, A20030PEDIOID14 See appropriate Alpine gable detail for maximum unreinforced gable vertical length 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Gr - End-nalt To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable verticat length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length-_Incr_easee_w/__'T" Brace _ Examptem ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = e' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 2x6 20 L� 111I�\\V'II Q lJ V AN ITYV COMPANY 13389LakehntDdve Eat C4,MO&IM gvAaiDtu. RSAD AM Fa M ALL Rmet ON This DRAYDVGI eeRFQ2TANTee FIRtaSN That DRAWING M ALL CQtIRACfiRS IM IIUM TIE INSTALLER& Trusses regmte extreme care In falricatkmg, handikmg, shipping, kmstaili and bracNp. Refer to and tBuRdFng Covpw+rnt Safety fiforwtbn, by TPI ord SBCA) for safety £Wier the latest eperf ni g these �r�etices pricer to perfonnY+g these fineneCorns. Lvtnllers shall provide leaporory br ng per BCSLsa Unless noted otherwise. top chard shag have properly attached structural shentlirmgamxl batten chard shall have a properly attached raid ceNrro, LoeatWns shown for permanent lateral rastrolnt of webs J or Det s applicable. Apply plates to each face sand on the of truss and '�°�s'�ltbn as ahxr■n above and on the Jalnt BetaCs, �mless rested otl+ereise^" ion asps per above of t have and position R f; dvlslan of 1-ZZ ordsrtt C pl�s poosiiti shall not be respansmle far an revintbn7ypt this draakng, any forure to bWd the truss In corwormance ■F!h ANSLTPI i, or far F�nndWg, skpp4p, knrtauotlan brackv of trusses, A seal an Cis dray" or cover WwWq this drnwi ng, Mcates acceptance of professkn at e*nw+eerkw so4ely fore` de�r� alno.ms The sultabpty and use of wa drnwl,g for' °"N st''"`t'°re a tAb "r+eparnbtlLy of tlx RA&V DealgI per INu!/rpi 1 Sec., - For more Informatlun sae this Job's general notes and these web sites, ALPINFi ■eratpk'ieltwcoM TPL w■e, i SBCa ■■..sbr.Ymtluastrrarai ICa ..wrccsafa.org ti+,l,�,ELs r •q,`ils(u�' �.`` �,o a g a'p.' � � � pyrxil --gip su4 mcrosoeasseaz am�gss,s —r�-a—.�+.......,•-.,--. .: =_`• �" ®- MAX. TOT, LD. 60 PSF REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR, FAC, ANY MAX. SPACING 24,0° Hip Frame Details 2; 'R' Hip Frame Lthed 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, iG0 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 s di hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30 Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped system must So, Pine lumber, chordsuo nnele must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hin,%%"M �%i NYwrlins, wxVARtID9iP- READ AND FDLLDV ALL !RITES W THIS DRAVDG .UWMTANT- FWAtSH THIS WAVDIG TO ALL CDNTRACTaRs DILLUHMG THE INSTALLERS Trusses require extreme care in fabricatino, handling, sWppft. InstolUng and brodng. Refer to and folio. the latest etlltlon of BCSI CBulltllr�G Component Safoty Information, by TP[ and SBCAI for sofety prnctkes prior to performing these funcilons. IretaUers shall pravkie tenpororyy bradr�g per SCSI. Unless rated otherwise, top chard shaLL have property attached structural shtnthdng and botton Cho shall have a properly attachad rigid cadlm& Locations shown far pernanant lateral rwstrolmt of webs chaff have Madng hstMletl per HCSI sections 83, B7 or 2 10, as npdknhte. Apply plotec to ¢air face Ill ll� of truss and position as shown above and an the Joint DetQRS, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Atpine, a dlvls— of ITV Bulding Components Group Inc halt not be responsible for anyy deviation fr AN RWaDMPANY the drawng, any fa0we to b, d the truss In conformance with ANSI/TPI 1, or for han4g, shipping, Mstallatlon L bracing of trusses. A seal on this drawing or cover Pape osting this drahng, bMcates acceptance of professional respoagilUty softly for the de shorn The ssdtoblUty end use of this drorlr® 13389 Lakefront Ddve for any s ucture is the responsmkky oP the Meng Dedpner per ANSVTPI 1 Secz Eadh City, MO 63045 For more Information see this Job's General notes page and these web sites, en RArl, www.cbrNduatr-- I[YS wxwlcecaftare ea GEN REF HIP FRAME fVa ra s DATE 10/01/14 7iC % = DRWG HIPFRI801014 -o xAMOF fib/xItAF��'S� fr .0'b2 ❑NI3ddS ��• 4 ry�� i ti ` ST i- eao+evS»pu+ oat 10.aLa�snpupgr... 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Aallon oa uol,4d pallddo 6u!g3,nags pa}ou 'pagoo}}o Aluadoud 1q}lm paDouq aq }snw }as AaJJDA ga.oauaq ssnu} 3o p AogD dol 'VTOT3Nb'g33yg ❑Mall u! umogs so 6upv,aq lrouo6olp g}1m pas -}!woad sl qam jo g}6ual-piw }o pa!lddo }up,a}say loJa}o-1 5nonui4.uo3 t x2 'j uawao.4ozpuja 1 ,1, jo nail uI -o•o ,9 }o sl!ou (,0'E X .82T'0) xoq p0T y}im pagoo44-o 'ja}}aq uo apo A6 puo sapads aw-os 'qam jo q}6ual .08 '}uawaouojuiau ,1, jx2 Alddo ,6-L uog} Napo} sgam �tapon loo!a.,aan 4o,4 'u6isap paloas s,uaaul6ua uo asim,4aq}o pa!3loads ssalu❑ bXti �-+-- XVW 0-0-8 - — --vX— ,xow 21 2T t'XE 'sa}old anoM 93g M1I a ao umogs sa4.old lld 'sjagwaw yx2 a}o.4odas wo.dj 6ui}oo!ugo,4 jo nail ui pa}}lwuad aq llogs 'pauinbau so ua6,Aol uo '9x2 al6uls o wo,a f s.Aagwaw ,mjn6uol.4 p!los slo a_no aq o} g6noua }.flogs sAallon 'UMogs so }no pagoa.!d uo a Aonbs aq Aw p,4ogo wo}}og 00'T = }ZX 'dsd 5;="1Q 31 pu!M 'Q 'dX3 '6ulpling pasolou3 '4.g6laH uoaw ,06 qdw 04T 01-L 33SV -40 00'1 = }zN 'dsd S=3Q 31 pulM '3 'dx3 '6ulpl!nEl pas0Pu3 'a.g6!aH uoaw .06 qdw 091 OT-L 33Sd .A03 pallou-ao} sllou (,S'E X .9E110) XOq P91 (2) rg}Im ssn.4} 6ul4.uoddns A,4ana o} Capon Bona goon,}y )K)e '.Aa}}aq .ao 2# 3-3Q '2#/1# ddS 'E# dS bX2 sgaM •.Aa}}aq .do 2#/1# 3dS uo N2# dS bx2 p doN3 }og 'ua}a_aq uo 2# 3-3Q '2#/T# ddS 'N2# dS ix2 puog3 dol 00'T=o,z> : 'dx3 'pasopu3 el LiOPH unaW ,0C `qdw 09T :OT—L 33Sd — 11'0:�aCl Aall'OA Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure 160 mpph Wlnd, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof,_Exp C, Wind DL= 5.0 sf (min), Kz_t=1.0. Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5% psf (min), Kzt=1.0, Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purtlns. The building Engineer of Record shalt provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o,c, detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut toads. xx Refer to Engineer's seated truss design drawing for piggyback and base _truss specifications. Detail A l Purlin Spacing = 24" o,c, or less 1P ends ana aT c4- max o.c. spacing in vve ween. Detail B l Purlin Spacing > 24' o.c. 12 Up to 12 V Piggyback cap truss slant nailed to all top chord purtln bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o,c. Attach purtln bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.5'). 4' Purlin Spacing) (/ 24' o.c. max FuLL Top Chord Scab (Typical Each End) Chord Flat top chord purlins required at Depth both ends, purtln spacing 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 Detall A. vl?dad}j+jjJjJ "VASNI14l,3w eEAO MD FUUMV ALL NOTES W T=- DMAVMM �� `� !I Aff4t, wwllP6LTAMTew FU MSH TM MVING TD Au. CWTpg Mn MMUDM THE INSTALLERS'1/y� Trusses require extreme core in fabriwttng, handling, shipping, Installing and bracingg Refer to and \`�� tic follow the latest edition of SCSI (Busdh ii Conpanent Safety Information, by TPI and SBCAt for safety `J ,%GE practices prior to parforn4lp these functions. Installers shall provide tenpornryy brac3rg per SCSI. N Unless noted otherwise, top chord shall have property attached s"s—twat sheathing and bottom chord t, a shall have o properly attached rigid ceiling. Locations shown for pernonent lateral restraint of webs lA shall have bracing installed per SCSI sections 113, B7 or 810, as opDlicnble. Apply pintas to each face — ll��Jl of trues oM p 11tion as Shorn above and on the Joint Deta0.s, wnt— noted otherwise. BeiONFE er to draWngs 160A-Z far standard plate posltlons. - Alpine, adivision of ITV BWIdVng components Groautry Inc. shot( not be sponslble for anyy devI tlon from AN fI1N OL7MPANY this drawing, any faltwe to build the truss In canformaince with ANSI/TPI 3, w far ha=4, vNpina, ' l� trstaltotbn 6 bracing of trusses. A sent on this draws or cover page Osting this drawing, indicates accapt—st of professlanl 9 C erglncerVg responslbDlty solely for the desgn for any structure is f/w rospans6�81ty of the Buldirg 4�bsha— ThstaVe of ttJs doh 1 Sec.2. °p C, Kzt=1,00 Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 03 grade scab Q side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using (2) 16d box nails <0.135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the followings (1) 3X8 Trutox plate attached with (8) 0.120'x1.375' malls, (4) Into cap TC S (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xi.375' nails. Notes Nalting thru holes of wave plate is acceptable. x In addition, provide connection with one of the following methods Trutox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face a 8' o.c. with (4) 0.120'xi.375' malls Into cap bottom chord and (4) In base truss top chord. Trutox plates may be staggered 4' o.c. front to bark faces. APA Rated Gusset B'x8'x7/16' <min) APA rated sheathing gussets (each face). Attach @ 8' o.c, with <8) lid common (0.113'x2') malls per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF #2, full chord depth scabs (each face). Attach @ 8' o,c. with (6) 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 Piggyback Plate One 28PB wave pigggyback plate to each face @ 8' o.c, Attach Eeeth to pigg back at time of fabrication, Attach to support)Ing truss with (4) 0.120'x1,375' nalls per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. 13389 Earth City, efront MO 63045 n Fr more Irnfcrmatton see this Jobrive's general notes page and thew web sites» srlrP �-v+lU�1 �sl `a `its (SPACING 24.0' i'L ohun ..��,.ns.wt.,.�,..., ran ..._In.enrn. sftce we.cbctndustrv.arm IM ve3eesoPearg At._ !U Sd . a\ EF PIGGYBACK ATE 10/01/14 RWG PB160101014 DNI3ddS ,moo+°' `� ` ��,,�-',400 'odd '�nQ 3sd Q-I 1ol � � � �" 3Sd �3 3ff mianSuom 3MdQ 3sd 3Q 3 irl/I0/0I 31V(l 3Sd 'a-sgnS N-13 AN 3Sd n3 31 qo::)S 'dula2l-� 'dula2l-1 9.1o•e05»fus p3I f 7= NS 43IAdy'aaa ldl IuorsyiaWdlo'sas '3NIdly oeyls qaa asaia puo b66d sayou jaJa 6 3.qo( sryp. aas UolypYdojlq ajow . .j 'a-s I wi/ISNv ,ad —Aiwa 6ar7H a4 ya Azla - ayy S, auys A— WaU* SM 40 asn Pw RamgoiPls ay1 vaoW u6lsap a4y uad Alat� RyN4 dsa•+ a4++� Tajo d j- aouo0!r— sa;=w 6y.aap ems » ae d .. 8upso p fia w loess sass —I. 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M MVAv L{a.6uaj .aagwaw clam 3o /Og wnwlulw o sl uagwaW 6up ao,4ulaN 'o'o ,9 :Va sllou (ulw`.0'Exa82I10) pot 4llm 4D14W •aoo3 uad goos (1) uDgl. a AOw ON ,qam 3o aooj aplm o} (s)goos Ajddy 14_uawaa,40juia�j c{nDS '146ual Jagwaw clam 40 %08 wnwlulw o sl uagwaw 6upWo3ulab 'o'o ,9 :�ro s11rou (ulw'.0'£xleal'o) p0I 4:11Im 4o1044V 'aoo,4 mo.4uou qam 3o apls ua4gla o} Alddv woes ow •11!0 uue3 evo lumlayel 60EE1 MWYICDNW NV 'qam 3o a:)o3 4:3roa o} goos (I) AlddV 'clam jo aoo3 aplm uo goos ua}ua6 OK) 'u6lsap palroas s,.Aaaul6u3 uo aslm.Aa4:�o pa13pads ssalun Aaolwaw clam uo4} 4a�,qaq uo apoa6 puo sapads awns aq o} }uawaouojula I goos Ao '�.uawaDjo,4uja.A_-j }uawaouojuja.4-1 M9x2-2 9x2 smo.4 2 8x2 8x2-1 9x2 mo.a I 8xZ C3104x2-a 9xZ smo.a 2 9x2 9xa-1 yxa moo I 9x2 t'xa-a 9x2 smo a 2 qx2 jo £x2 4xa-I {.x2 mo A I qxa jo £x2 dulaN clro:)S dula8 -- 4o -1 }ulou}sab azlS }uawaoauojulab anj4.rouJa}1y N-13 pal31:)adS .aagwaw qaM 'adM, 4.uawa:)jo,4ula.a a�.,DpdoAdo 4�im u6lsap un.4-a.A '4.uawao.ao,}ula.4 anlq.rouuag10 wnwlulw uoj 'anl}ron.jasuoo aq Aow molaq 3,.Ao4o ul pa!31ads q uawao ao fulau anl} ou.aa}iy •quawaouo,4ulaj goos .ao }uawaoauo,4ujau_-I .ao }uawaouojula.a-1 o} su6lsap palroas Ald al6uls uo umo4s N-10 pal31ads aq4. 6uj6uo4o uo,4 algoollddo Aluo sl llo}ap s141 lsa�-oN 3ulab-1 •paaisap sl po4:�aw 4uawao.4ofulau j0 1�uawaaJo,4uiaN--j clam anl4.rou.Aaq.10 uro 4.nq u6lsap ssnu� o uo paj,4loads sl ' fulaa-1 140 (N-16) q ulro.Al.sad 1•o aa: o-1 snonuj}uoo o uagm pasn aq oq, sl pro}ap s141 J.uawaa.40z�uiaa-1 uoiq-nOr!4-S r-)S J<DClWaW 5uIDJ0 juIa� �j Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces May be increased for or web member. This design Is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. CB) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area CB) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member Length(s) = (2XL) + (B) Scab member length (S) must be within the broken panel, Nail into 2x4 members usng two (2) rows at 4' o,c., rows staggered. Nail Into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads, S L L 4' o,c Typical ~ + O + O + O + O O + O + O + O + —1 2' 1-- Stagger + = Back Face 10d Box (0.128' x 3', min) Nailsi O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Stag,ered Nail Spacing Detail Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 r 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30 e 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# —VARWRXR- READ AND FULL13V ALL NOTES ON THIS BRAVING! ■■OIPORTANT— FURNISH THIS BRAVING TO ALL ClQ MCTORS INCLUDING THE INSTALLERS. Trusses requro extreme care In fabricating. har4ing, shipping, Installing and bracing. Refer to and Fnllae the Infest edtion of SCSI (Buedng r."nent Safety Infornotten, by TPI and SBCA) for safety pp;'acticec prior to perforwing these functions. Installers shot provide tenporary bratsg per BCSL lrtlss noted otherwise, top chord Oall have properly attached structural sheathing arW button he, n cectionsL83, eio,s FpsL��o f��cn(havebr0instntedcp I`+of BCSi B7nar oppplkmble.ntApplyrpintecttoNeoch truss antl posklon as shorn above and on the Jdni BeWAs, un ess noted f�— Refer to drawings 160A-Z for standard plate positions. {I Alpine, a Mslon of IN Bullding Conponents Group Inc shot( not be respanslble for any deviation I'm /1N tiW 00MPANY this drawing any failure to butd the truss In conPornance with ANSI/TPI 1, or for handLhg, shipping, hstnilation � bracing oP trusses. A seal on this drawing or cover page Ustt o this drnwteng, Indicates occeplu n— oP professional eng4neeNng responsOr6lty solely for the design shown, The sAtebllty aM use of this drowing for any atrueture Is theRlWof responsty the &ARMS Designer per AHSLfTPI 1 Sec2 13389 L.Wftont Drve Earth Cim MO 63045 For note Iniornation see this Jobs General notes page nM these web sites? STATE OF AN NInImum L Blstance REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 STANDARD BOTTOM CHORD FALSE FRAME DETAILS I` 4� 0, DE MAX. LENGTH TO TRIM I1« f �EXISTIN�G FILLER l — 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 L4' MAX._PANEL_LENGTH), w 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 RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION OF ANSI/TPI.___ THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD., WITH THE EXCEPTIONS T USE THIS DETAIL FORI ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITION :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. BER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'). iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTEI FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION. SHOP APPLIED USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT. IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR. AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED — PLACE FALSE FRAME CHORD IN —PLANE WITH THE TRUSS. — CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. — JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE — MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2.5') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. — VERTICALS MAY BE JOINED BY (2) 3x6 TRUL❑X PLATES WITH (4) 11 GAUGE (0.120') x1,375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). — IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE J❑INT, ATTACHED WITH <6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE FACE ONLY). —VAMM(i" REAR AHD FOLLOW ALL tales a TM DRAVD0 .`''het- IVIH��;"mayREF BC FILLER ssO WMT.s FUBIISH THIS MAVIHG TO ALL CMfnV MS 00=04 THE WTALLERS. Trusses regL re extreme care In fabricating, handUng, sh Ing, Instatti, and br'achg• War to and \ '"�• fail.. the tatest amstlon of BCSI G me Component Softy rnfarintlon. 6y TPI and SBCA) for wfety ��+�NS,(� ` i DATE 10/01/14 pprractlws prior to P a'^I^g these funetlons. Installers aFalI proWd. brnUng per BCSL _ C ` �� Urdecc rented otherWse, top cnwd stall move Properly attached structural shun and bottom N ! DRWG REPBCFIL1014 tr shnil hove a properly attached rigid eeNng. Locatbns shorn For permanent lateral restraint of ribs Q �� shall hnv¢ br•ndrg installed per abo1 sand an H3, H7 or Hlg, lls applksbno Apply plates to each fact 11JI Re truss and a pastion16C as shorn above and an lino Joint Detntc, uMecs rated atharrtso. ��' Refer"to dw.InO-a 160A-Z for stantlord plate positions. Alptrre a dlvtslon of ITV Buldna Components Cuow lme shop not be responsibe for my deviation fr CJ AI COI= AN ITW MMR#,NY the dru.bg any fafture to bWld the truss In conformance .tth ANSUTPI 1, or far handlbg, shipping, (� Instatlatbn i bracing of trusses. a� A seat em this draring or cover page Usthg this drawling, bdlcates acceptance of pmfessloml eerY�g respans solely far the design sln.n lion. sWtabetty and wse of this drawing for�nny structure Is tha respoems64lty of tM BWlmnp Boslgner• per ANSI/IPl 1 See2 ,i'��ff 13389 Lakefront Odve For more Information see this Job's generot notes Page and these .eb sit", iR �� Earlh City, M063045 ALPrNrl rrr.aialnoltr.eon, TPL—tolnet.oror SBCN vrrsdu bclnstw.arei IM wrl.ara eesafeS'`h„ k" k5 �AIN I 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 ft 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 lOd. box (0,128°x3.0e, min) nails at 8e o,c. plus clusters of four nails where shown in figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species. NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections. —WARMNfdsr READ AND F®10V ALL MM DN MS DRAVWG ..WMTANTo FUFMM TM DRAVING TU ALL CMIFMCTURS INCLUDING THE INSTALLERS. Trusses require xtrrne care In Pnbrl-tire, handW�g, shipping, instolUne and braehg. Refer to and Fotloe the latest edition of SCSI CBulUeng Component Snfety InforraSlon, by TPI and SBCA) for safely p,nctices prior to perfuming these functbns. Installers shall provide tenpornry Cra= par DCSL Unless noted otherrise, top hard shall have property ntt*ch;d structural ahem g an button Cho shall have a property Attached Hold ceiling. Locations shnrn far permanent lateral restraint of web: a n r�� of t hnve nd si ion as per above on the Joint or Detto, ils uPpticA nions no ApotY proles to ench face IILII�IIUeL=_�11 of {rocs and pposltWn os shorn =1 chi on the 170Details, uNass noted otheretes Refer to draWngs 16DA-Z far standard plate positions. Alpine, a division of ITV Building Components Grog Inc shall not be responsible for any deviation fr AN F WCOMPANY this draea g, anY FaUvre to bird the truss N canfornance rMh ANS[/TPI 1, ar for hnndUng, sh; g. 6lstnllatbn L brodng of trusses. A seat on this draft or cover page Uwting thle drawing, Wficatee accept — of professional re sdely far the design drown The sultnWty o,W use of this droeNg 13389 LaneBont DING For any sirucMre the resyrndoGlty of the B�ArMg Def�gner per MISI/TPI I Sect. Eadh City. M063945 aPlea, -M-Afw , TTPia.. m�si oseiasE , vwsbclnndustrv.orothese ICC, wew.lccenfe.oro TOTAL TOP CHORD LOAD NOT TO EXCEED 40 PSF (DEAD PLUS LIVE) DUR, FAC. 1,15/1.25 SPACING 24e EF 2X4 SCAB ❑A. ATE 10/01/14 RWG OHSCB2X41014 T 12 (2) 16d TOE NAILS !VARIES OPTIONAL SCISSORS 80iTOM CORD F (2) 16d TOE NAILS 8-0-0 MAX. SPAN TYPICAL END JACK (EJ) N.T.S. i r�12 i VARIES V o: EJ a m w (BJ) m' n CONNECTION DETAIL (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP. & BOTTOM S 2x4 SYP Nailer 16" Long Goc�l ±-MM Top & Bottom use 16d SO C Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. CONFIGURATION _(4) 16d NAILS 12 See Connection Detail �j 1� vaRlEs (4) 16d NAILS B) f:gjoC Connection D WEB CONFIGURATION ✓ —(4) 16d NAILS See Connection Detail L 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) TYPICAL CORNER JACK (CJ) N.T.S. N.T.S. I S TYPICAL CORNET? SET INSTALLATION TYPICAL L . ING (P.S.F.) .E•IV s,c" ��F, 1, TILE: SHINGLES: «, TOP LIVE LOAD:! 20 20 �0 MANUEL MARTINEZ, P.E. TOP DEAD LOADS' 15 7 BOTTOM DEAD LOAD: 10 10 'c °: FLORIDA REGISTERED ENGINEER TOTAL: 45 37 STRESSIINC. 1.25 1.25 w = �,� ti LICENSE # PE 47182 WIND DESIGN: MM. 160 MPH PER <°� °. STATE OF Qj ASCE 7-10 MI. 24" O.C. i . •V - _ s **WARNING** Read & Fgllow all notes on this drawing. poi <�•'c� 0 R 1 Q;•"��,tiw Furnish this drawing to all Contractors including the installers. i Bdt8AA9®i I STRONGBACK BRIDGING REC❑MMENDATI❑NS I --- BUTT STRONG" BRIDGING TOGETHER 4' —0. ATTACH SCAB WITH 10d BOX/GUN 4' —0' 2x6 (0.128'0.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL N❑TEI Details 1 and 2 O (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 (4)10d BOX/GUN (0.128'x3.0') O NAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON (0.148'x3') NAILS OR (4) 10d BOX/GUN i---'MA28'x3.0') NAILS attachment methods �o STRONGBACK BRIDGING SPACING REQUIREMENTS UIP to 10' None re Wred W to 20' 1 rev' cat center of SPWO 20' to W 2 revs 0 at ead l y3 pdnW 31Y to 4013 ram a at .6 y4 Over 40 revs at 10 oc ►All scab -on blocks shall be a minimum 2x4 'stress graded -lumber " ►All strongback bridging and bracing shall be a Minimum 2x6 'stress graded lumber,' No -The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall Increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, Is recommended at 10' -0' o.c. (max,) ow -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), ATTACH STRONGBACK TO BOTTOM CHORB WITH (2) #10 — 3' SCREWS STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES r®VA MM" REAR M® FUUMV ALL IaIES a TWS BRAVMi aaasvaysuaa one TaVilled FURNI9t THIS BRAS OBI d bradrrgTIE T Rater to own! 4,;s 4,,' qt J?J, p't°`' Trusses require extreme care in fabrka Iwt, 1Y�p t*' Roos the latest edMan of SCSI (Blelding Casponent Safety LMarnntlen, by TR aynd��SaKAn)) for safety UnlesscId athere�Lu. taP d,ards shotlhav�egR'opartYlentstncF, d�stor�ic ,ran sFuan'tht�C� arm both chord m,a,yr t�sr Razae2 ibm shall have a properly attached rod cellhq� Locations shown for permanent laterat restraint of •ebs �* shall have braa:hg inatNlad per BCSI sections B3, H7 or 870, as applicable. AP yplates to each face STATS f yu, of truss and pasMAon as shown above and an the Joint Betals, unless noted artherelse. g q� a r�, Refer to dMengs 1604-Z for standard plate positions. ailpine a division of ITV Blinding Components GroW Inc. adman rot be responsible for any deviation from AFIIIWGDMPiANY this drawing any failure to band the truss In confornance with ANSI/M 1, or far handleag, shipong. An+Y installation 4 bradng of trusses ac rya A seal an this drnvinl or cover papa dating this draving, Indicates acceptance of Professional.... solely far tM shown The sullntAlfy and use of this dmvft far any +xSte'e Is respons6RtY of The Tf3rg DeslWwr per ANSYM I Sect .•.••..^°0 "`°" TC LL PSF TC DL PSF BC DL PSF BC LL PSF TOT, LD. PSF REF STRONGBACK DATE 10/01/14 DRWG STRBRIBRIO14 DUR. FAC. 1.00