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HomeMy WebLinkAboutTRUSSm SCANNED BY RAND I � � � " .1 ENTS aney 19900 Independence Blvd. Groveland, FI 34736 oniponents, LEc one: (352)429-9429 ' (352)429-0304 . Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00002 Printed: Wed, May 16 2018 -Job Information: Address: EOR Name and License Number., Customer Name: Creekslde Lot 2 DR Horton 8323 Cobblestone Dr Description: City, State, Zip: 4EGB-Galen-2432 "H" OL Fort Pierce, FL -Loading Information: Roof Loads: Floor Loads: TC Live: TC Dead., BC Live: BC Dead: TC Live: TC Dead. BC Live: BC Dead: 20 7 0 10 40 10 0 5 Bldg. Code: Wind Std., Wind Speed: Bldg. Useage: Building Tykpe: Wind 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 SEONO # DESCRIPTION SEQNO # DESCRIPTION SEONO # DESCRIPTION SEONO 1 Al 2 A2 3 A3 4 A4 5 AS 6 A6 7 A7 8 A8 9 A9 10 A10 ll All 12 Al2 13 131 14 62 15 BJ1 16 BJ3 17 BJ5 18 EJ5 19 EJ7 20 CJ5 21 CJ7 22 Mvi 23 MV2 24 MV3 25 MV4 26 4M1 27 4BJ1 28 4BJ3 29, 4CJ5 30 FT1 31 FT2 32 Fr3 33 FT4 34 FT5 35 HIS 36 FT7 37 FT8 38 FT9 39 FG1 40 FG2 41 4EJ3 42 4CJ3 43 4132 44 4D1 M o 1' 6 STATE OF ; ?Si} Digitally signed by Manuel Martinez nu e l E; Representative, ou=M AND E ASSOCIATES IPA., cn=Manuel Martinez, 0 9.2342.19200300.100.1.1=A01098000W ktn �' � �Adt be Acr& t DC verrsi n: 2015.00630418 40 015A88 FF 56 8180 BB 7F48 0099 2E 85 FB ThU itzmh¢s be eltdro'c9ysignzd.a-A.aled by!.Bassi nWatnaz 'zs£ i4l, i$c.gAT£82{ cii t?ie;da�.�hswrs ab¢� w.$aa a5NA.2 1ec�assa�fa mdcz�lg�ih� dnc�me mz+tcrssst�,rmd s'TBnad�td sealed arad #ia¢:esAoi« az�Shen�atas�sczxbe rassst @m aasif',e.6czr arzgelectra:sk bias.. Page 1 of 1 d Job Number: 36CS00002 Ply: 1'' i'"11'' SEQN: 684346 / T9 / 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 / ... 05/16/2018 1' 2 1'11"1 77"13 r ."4 1610233W 0 77"13 ff 642 2277"7 m v n m3Xl SEAT PLATE REQ. IO2X4 m4X6 s3X4 m3X8 m3X4 m4X6 N2X4 33'8" 77'66"1 7'6°7 45"15 293"4 1' "1 '6"12 41"151242 241 21" 133'8" 12'661122i2631"40" I Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSi Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W B 1327 / 636 / 714 / - 1255 / 8.0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.153 L 999 240, BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.418 L 999 180 1 1263 1598 / 653 / - / - / - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.057 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ L 0.106 J - - (T )� B Min Big Width Re 1.6 9 q Code / Misc Criteria NCBCLL: 10.00 Mean Height: 21.79 ft CreepFactor. 2.0 1 Min Big Width Req = - Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.527 Bearing B is a rigid surface. Load Duration: 1.25 P MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.579 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 It 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)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. G GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1190 - Wind Duration: 1.60 WAVE Lumber To chord 2x4 SP #1 P Bot chord 2x4 SP #1 Webs 2x4 SP #3 Hangers / Ties (J) Hanger Support Required, by others B - C 1541 -2630 F - G 1197 - C - D 1207 -1934 G - H 1244 - D - E 1230 -1922 H -1 1594 - Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2365 -1329 M - L 1696 �1661 I1I935 2645 872 Wind P - O 2361 -1328 L - K 2376 -1355 Member design based on both MWFRS and C&C. AM O - N N - M 2361 -1328 1695 -881 K - J J - I 2376 -1355 2381 -1356 ����+ 04 om I.� ' . ". _ Maximum Web Forces Per Ply (Ibs) No Webs Tens.Comp. Webs Tens. C mp. - 664 d • P - C 300 -17 M - G 507 ' C - N 487 -715 G - L 453 -212 N - E 451 -199 L - H 535 -r/31 V - ', E - M 505 - 662 H - J 304 i 30 e STATE# F - M 1269 -922 40 015A38 FF 58 8180 BB 7F48 00 99 2E 85 FB Thu lran3raabnri atoctz ,15{sk7,aad arsd- fadby PAW,,-] wrth=, PE. (FL. UC.047FB21on inn ztatzx shoraaaba" WAS 2sHA<1 sun��n�ma�sa. r tad ccpatstsiinis docrx^"od=not CO29 wd lord gawked � amd tlaz s�ae.•a aa.Rbanf',caA�mri.ode mmsr $arlf5ed cmawdedmnk ron7mx. "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 Componenf Safety Information, by TPI an7 SBCA) f9Or safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSL. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly allache�rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSUfPI 1, orfor handling shipping, installation and bracing of trusses.A seal on this yawing or cover page_ , listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more intonation see this mob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: wwwJpinst.org: SBCA: www.sbdndustry.com; ICU www.iccsafe.o Job Number: 36CS00002 Ply: 1 SEQN: 684344 I T45 I COMN 4RGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM. GLM DRW: T!Uss Label: A2 Wgt 186.2 Ibs .. / ... 05/16/2018 m3x 3 18'9"1 77°73 '2"2 14'10"4 16'10" 1'11°1 26'0"9 33'8" T713 6'8"2 1'11°1 1% 779 Fmsyr 712X4 al X6 WX4 m3X8 m3X4 m4X6 112X4 SEAT PLATE REQ. 33'8" SEAT PLATE REQ. 41215 + 14'6"12 r 6"10" 19'1'4 F 21'8? 26'1"1 5 ling Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) _. 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 1326 / 635 1714 / - 1255 / 8.0 L: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.152 N 999 240 L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.417 N 999 180 1 1264 / 598 / 653 ! - / - / 8.0 L: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.056 J - - Wind reactions based on MWFRS Ld: 37.00 EXP: C HORZP TL 0.105 J - - ( ) B Min Br Width Re 1.6 g q Code ! Misc Criteria CLL: 10.00 Mean Height: 21.79 ft g Creep Factor. 2.0 i Min Big Width Req = 1.5 1:2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.523 Bearings B & I are a rigid surface. I Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.573 Bearings B & I require a seat plate. :ing: 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)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1189 -1659 Wind Duration: 1.60 WAVE lber 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 )s 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) d Chords Tens.Comp. Chords Tens. Comp. nber design based on both MWFRS and C&C. B - P 2363 -1328 M - L 1694 - 871 P - O 2359 -1327 L - K 2367 -1349 O - N 2359 -1327 K - J 2367 -1349 �1g N - M 1693 -879 J - I 2372 -1350 11�, Maximum Web Forces Per Ply (Ibs) No 047162w Webs Tens.Comp. Webs Tens. Comp. low P - C 300 -17 M - G 507 -664 e C - N 487 - 715 G - L 452 - 211 * rz N - E 451 -199 L - H 530 - 724 E - M 505 - 662 H - J 301 - 28 STATE or. Z llf. F - M 1268 -922 40 015A 38 EF 53 81180 B3 7F49 00. 99 2E 95 F0 Thit immku ben cle,upgd&-c=tad by Matwtl btarm". P£ G,L. i[a.94i HIZI an thedaf& shown abora L&ns a SPA-1 =1henlita1kM¢male. • pmrg3 ccoavft i:aot ccr &md sNgmdMd MW maid 1ha R«A =AeA&m9mmda rnml ba varifbd m oeydecimnk rnciai: *`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT**, FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tru ses require extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Co ponenq Safety Information, byy TPI anq'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary brala er BCSI. Unless noted a henvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly att che�ripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as I,PPiis qe. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. F2efer to drawings 160A-Z for standard plate positions. Alp tlfe, a division of ITW Building Components Group Inc. shall not be responsible for any dev!at!on from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of hvsses.A seal on this drawing or cover page_ listl(f9 this drawing indicates acceptance of pro>essiona engineering responsibility solely for the design shown. The sui bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For r9ore information see this iob's aeneral notes Dace and these web sites: ALPINE: www.alo!nettw.oDm: TPI: www.toinst.om: SBCA: www.sbcindustrv.com: ]CC: www.iccsafe.ora *1 'e Job Number: 36CS00002 Ply: 1 SEQN: 6843531 T6 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: A3 Wgt:168.0lbs / ... 05/16/201B I' 17"12 t�2"2 15' + 18'8" + 25'5"14 ?i6'Q"4 33'8" { 77"12 6'9"14 3'8" 6'914 7'7"12 o5X8 --5X6 E F 1112X4 m06 =3X4 a3X8 a4X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 338" h1T 7'6" + 46" + 3' 36"4 I 3'1"12 I 4'6" 1 7'6• 7'6" 12' 15' 18'6"4 21'8" 26'2" 33'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL ! W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.144 N 999 240 B 1325 1637 1727 / - / 243 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.392 N 999 180 1 1325 1637 / 727 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.057 K - - Wind reactions based on MWFRS Des EXP: C HORZ L 0.107 K - - �) B Min Br Width Re 1.6 9 q CLLd: 10.00 NCBCLL: 10.00 Mean Height: 21.41 ft g Code / Misc Criteria Creep Factor. 2.0 P I Min Brg Width Req = 1.6 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.540 Bearings B & I area rigid surface. Load Duration: 1.25 BCDL: 5.0 psf 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 It Rep Factors Used: Yes Max Web CSI: 0.423 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 It Mfg Specified Camber: Chords Tens.Comp. Chords Tens. tromp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 F - G 1269-1875 Lumber B - C 1619 -2632 G - H 1245 1888 C - D 1250 -1895 H - I 1618 2632 Top chord 2x4 SP #1 D - E 1274 -1883 1- J 23 1 0 Bot chord 2x4 SP #1 E - F 1261 -1674 Webs 2x4 SP 93 Bracing Maximum Bot Chord Forces Per Ply (lbs)JI (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Camp. member. Or 1x4 "T" reinforcement. 80% length of Same & SRB or better,; B - p' 2367 -1361 M - L 2363 - 9387 web member_ species grade 8d Box Gun +(MAP k, p _ O 2363 -1361 L - K 2363 -1387 attached with or 6" oc. (0.113"x2.5",min.)nails O - N 2363 -1361 K - I 2367 - 387 Wind. �¢ N - M 1671 -876 s Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) .. Webs Tens.Comp. Webs Tens. Comp. r P- C 312 -16 M- F C -N 527 - 753 M - H 429 530 L 256 758 �` STATE ; E-N 427 -215 H-K 314 1 -17 'OfA-Vii; E - M 189 -183 ON AA, 40015A38FF5BB BOBB7f4SCO992Ett5FB r#:tt itam3rszttena ctc '.Sgnnd am9 s�afed 6yFRasvz�tranrtirrcz, P£ 4'L. iic.Gd7r82t aft tAx dal SRawra ab¢umir'�g a 5Ntrb atal2iCfiYagYeCCi[ffi�C. eTi4atsdc�, iss:a3'[fds dr�erw.rsim�a nryt ecssu`�sed stign�,sf �^.� sralad grad iF�S}4�2 avt'hant3f;aS$�asfxv9a rapt Ls�v3fi-4w, aeyclectmtsk �Glvx. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporanry[ bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, as applicabgle. 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 BuildinflLLComponents 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 prot'essiona engineering responsibility solely for the design shown. The suitability and use of this r7�awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes pacte and these web sites: ALPINE: www.al ineihv.com: TPI: www, irtst.o ; SBC,4 www.sbcindu .com; IM www.fccsafe.o I {J t A Number: 36CS00002 Ply: 1 SEQN: 684348 / T3 / HIPS 49GB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. TfSuss Label: A4 Wgt: 166.6 Ibs .. / ... 05116/2018 ZI m3X SEAT PLATE REQ. T7°12 '2"2 15, 18'8" "4 25'5"14 33'8" T7°12 6'9°14, 3-8° 6'9"14 77"12 05X8 E5X6 E F 12X4 �4X6 EM4 !93X8 =4X6 12X4 33'8" 1-1' 7'6" 4'6" 3' 3'6"4 3'112 4'6° 7'6" 7'6" 12' 15' 18'6"4 21'8" 26'2" 33'8" i 1 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 )L: 7.00 Speed: 160 mph, Pf: NA Ce: NA VERT(LL): 0.144 M 999 240 B 1327 / 638 / 727 / - / 230 18.0 1: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.394 M 999 180 1 1263 / 600 1666 / - / - ! - )L: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.057 J - - Wind reactions based on MWFRS Ld: 37.00 EXP: C HORZ(TL): 0.107 J - - B Min Brg Width Req = 1.6 3CLL: 10.00 Mean Height: 21.41 ft Code / Misc Criteria CreepFactor. 2.0 1 Min Brg Width Req = - it: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.554 Bearing B is a rigid surface. d Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.615 Bearing B requires a seat plate. cing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.433 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1264 -1679 nber B - C 1632 -2636 F - G 1284 -1881 C - D 1265 -1900 G - H 1260 -1894 chord 2x4 SP #1 D - E 1288 -1888 H -1 1659 -2652 chord 2x4 SP #1 )s 2x4 SP #3 :ontinuous lateral restraint equally spaced on Iber. Or 1x4 "T" reinforcement. 80% length of member. Same species & SRB grade or better, :hed with 8d Box or Gun (0.113"x2.5",min.)nails ' oc. / Ties ,,. er Support Required, by others allo. 047102 design based on both MWFRS and C&C. Vo STATE v6 a R 0 $ Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - O 2372 -1419 L - K 2384 -1421 O - N 2367 -1419 K - J 2384 -1421 N - M 2367 -1419 J - 1 2388 -1421 M - L 1676 - 936 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. O-C 312 -16 L-F 431 -268 - C - M 526 -753 L - H 558 -776 E-M 427 -217 H-J 318 -25 .. E - L 190 -183 4001SA38FF5B81B0BB7F4800.992E85FB YritzAd=fadtryLur"Martt=, PECRL m.r47,1021 on ttiacra"ssfaawrt mars v.asga Sri,S•3 a�tJiendsa'S�rs �9r». r"Y�esd co�iiaxaittzs do-r.--carte smcran3ad sync;§ and �:a4�d and ti S:f.1zs llvenYsatiarsccrda rss tka*mfbA- mavrd dmrsk crcjtl.. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tru ses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Corfjponenf Safety Information, by TPI anc7'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary att 2ng per BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly atta hetl ri id ce!Iing Locations shown for permanent lateral restraint of webs shall have bracfn installed per BCSI sections B3, B7 or 810, as applicable. Apply, plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (lifer to dra 'ings 160A-Z far standard plate positions_ Alp! e, a division of ITW Buildin Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the trus in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. list- g this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The su!tability and use of this drawing for any structure is the responsibility of the Building Designer per ANSVTPI 1 Sec.2. For more information see this iob's aeneral notes Daae and these web sites: ALPINE: www.afoinedw.com, TPC w toinstnm, SRCA: wvev-sbcindushv mm- IM w irr_safe orn I II 7 Job Number: 36CS00002 Ply: 1 SEQN: 6843331 T15 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: A5 Wgt 166.6 Ibs / ... 05/161201 B SEAT PLATE REQ. T7"12 13' 77'12 + 54"4 a 5X8 D 20'8" T8" =5X6 E 2 "4 U+ 33'8" 544 TT'12 112X4=3X6®3X4 L=_5X8 1112X4 33'8" T6"4 '2 I 7T+411' 6388T6" 18232723" " i 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 loc Udefl U# LOG R / U / Rw / Rh / RL / W B 1327 / 640 / 736 / - / 202 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.141 J 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.386 J 999 180 G 1263 1602 / 674 1- / - / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.055 H - - Wind reactions based on MWFRS Des Ld:EXP: C HORZ L 0.103 H - - �) B Min Br Width Re 1.6 g q Code / Misc Criteria CL 10.00 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. Spacing: 24.0 " C&C Dist a: 3.37 It Rep Factors Used: Yes Max Web CSI: 0.453 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 It FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 23 0 D - E 1374 t 1867 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. C 40 015A 39: FF 58 SI BU BB 7F49 00 492EZS FB 1lsizitarnSetzkaes�wela..y,�ned�lataludtryrn�a9%Aart6c�z PF.(n.. Lfc.9471021 ontho d=shown about w.&g a SHA-1. autheoCi{aaSV Cold. prbtrd co owls docar 't arm not mid ad Apte nd zzalmd =d tw +xniita9 ssc9orscstCcmr.+"af dma adedmak a 3mt:. B - C 1645 - 2604 E - F 1411 '- 2068 C - D 1422 - 2075 F - G 1659 r 2621 I Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B- L 2337 -1427 J- 1 1863 L t087 L- K 2333 -1427 I- H 2350 L 1429 K - J 2333 -1427 H - G 2354 �11430 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. t L-C 248 -18 I-E 470 C - J 395 - 546 I - F 417 D - J 469 - 208 F - H 256 D -I 178 -173 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s reqc1uire extreme care in fabricatin handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building neni Safety Information, byy TPI anSBCA) toi saety practices prior to performing these functions. installers shall provide temporaryY 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 63, 67 or 610, icable. Apply platt4s to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. (2efer to )s 160A-Z for standard plate positions. a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this cawing or cover pa e this drawing. indicates acceptance of professional engineering responsibility solely for the design shown. The suitability 231 570 1-31 any Jo Number: 36CS00002 Ply: 1 SEQN: 684357 / T11 / HIPS 4 GB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: A6 Wgt: 166.6 Ibs / ... 05/16/2018 =4X 7'7"12 '13' 7" 712 •5'4"4 oo5X8 D 20'8" T8" =5X6 E 26'0"4 33W 5'4"4 + 77"12 IVX4 =-3X6=3X4 =5X8 102X4 SEAT PLATE REQ. SEAT PLATE REQ. 33W �1+ r6" + a's" +r , 7'6"4 s'r'12 7'6" 7'6" 12' 13' 20'6"4 262" 33'8" ding Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/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): 0.141 K 999 240 B 1325 1639 / 736 / - / 216 18.0 .L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.384 K 999 180 G 1325 1639 / 736 / - / - / 8.0 )L: 10.D0 Risk Category: II Snow Duration: NA HORZ(LL): 0.055 1 - - Wind reactions based on MWFRS L EXP' C HORZ L 0.103 1 - - �) B Min Br Width Re = 1.6 9 q L 10.00 3CLL: 10.00 Mean Height: 20.99 ft 9 Code / Misc Criteria Creep Factor. 2.0 P G Min Brg Width Req = 1.6 it: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.552 Bearings B & G are a rigid surface. d Duration: 1.25 psf MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.523 Bearings B & G require a seat plate. cing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.439 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 E - F 1402 -2061 iber B - C 1632 -2599 F - G 1632 -2600 C- D 1408 -2070 G- H 23 0 chord 2x4 SP #1 D - E 1370 -1861 chord 2x4 SP #1 )s 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) d Chords Tens.Comp. Chords Tens. Comp. nber design based on both MWFRS and C&C. B - M 2332 -1369 K - J 1858 -1027 t) M - L 2329 -1368 J - 1 2329 -1394 L - K 2329 -1368 I - G 2333 -1395 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. " P. M-C 248 -17 J-E 468 216 C - K 396 - 547 J - F 400 - 553 D - K 469 -208 F - I 252 -18 D-J 176 -172 V no OF 40 01 SA38 FF 55 81 BO BB 7F48-00 99 2E 85 F8 Y#a%wd:.al.dbg Mwa lMS rkrt,6 PEEFL. tic. taSS2(rn t,'� siaaa shawrt atsr rm&iga5NS <g ac^tiimn�tfsras�a. �isatedcc�aarzhis tla�:craastxrav�utczsuss4�camd i�nuGand rsa4efi and t)u:�.fl.«Y svthent£ca5isasce+de muni �.mcritfcd e�saar�clectmns cmlm "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tru es require extreme care in fabricating handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building C. iponenf Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary brarring per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, as )pplicable. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to dra ings 160A-Z for standard plate positions. Alp l e, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawingg any failure to build the trus in conformance with ANSI rI 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 professlonaT 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. Job Number: 36CS00002 Ply: 1 SEQN: 684361 / T13 / 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 / ... 06116/2018, 77"13 11' 18'10" 22'8" 283 33'8" 77"13 3'4"3 5'10" 5'10" 3'4"3 77"13 1112X4 Ds_ E m eF T 12 5 �3X4C G2�3X4 T co v =4X4(A2) B 2:��Hm4X,(A2)A fO in 102X4=3X4=3X6 es3X8=3X6a3X4 192X4 SEAT PLATE REQ. SEAT PLATE REQ. ' 33'8" i 7'6"1 3'S"15 1' 4'10" 4'10" 1' 35"15 7'6°1 1� 7'6"1 11' 12' i6'10" 21'8" 22' 26'1"15 33'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf, NA Ce: NA VERT(LL): 0.161E 999 240 B 1325 / 640 / 739 ! - 1188 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.437 E 999 180 H 1325 / 640 / 739 / - /- / 8.0 BCDL: 10:00 Risk Category: It Snow Duration: NA HORZ(LL): 0.055 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.102 J - - B Min Brg Width Req = 1.6 NCBCLL: 10.00 Mean Height: 20.58 ft Code / Misc Criteria Creep Factor. 2.0 P H Min Brg Width Req = 1.6 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.534 Bearings B & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.502 Bearings B & H require a seat plate. � Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.277 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft MRT: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 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 #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member design based on both MWFRS and C&C. B - P 2330 -1395 M - L 2001 -1169 P - O 2327 -1395 L - K 2001 -1169 O - N 2001 -1143 K - J 2327 -1421 �p1 N - M 2001 -1143 J - H 2330 Maximum Web Forces Per Ply (Ibs) Lmp- 471021421 iWebs Tens.Comp.Webs Tens. e P- C 228 -21 M- F 388 -. 277 C - O 345 -448 F - K 387 240 D - O 387 - 240 K - G 345 L 448 D - M 388 - 278 G - J 228 - 22 'STATE a: E-M 312 -355 40 01 5A 38:FF5B91BOBB. 7F4900992E95FO *#'k ren8iast eMct s ada s¢aicd by hdWA.IMartivm FS(FL. uc.04rum! asp thm daa6atfvsr�nabav� u^ ng aSifiA i zamentmtrzn rzdd nbend ccLxxafit}3s do-rrasat ntcrximad :7�nrcdax�d vsalad arrbtiae:b �henOra9�deax2n msct Eaxrevlt'rdan s�jreiectrar� cz�lax.. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqc1uire extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI.. Unless noted dthenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperyly attache�ric]id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 810, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinqComponents 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 ppro 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 ANSI/TPI 1 Sec.2. ' III ' Job Number: 36CS00002 41GB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL TrI ss Label: A8 Ply: I 29 / T14 /HIPS Qty:1 FROM: GLM DRW: Wgt:169.4lbs / ... 0511612018 7T13 11',,,,• 18'10" 22'8" 26'0"3 33'8" T7"13 3'4"3 5'10" 5'10" 3'4"3 7'7"13 1112X4 T 1 112X4 =-3X4=3X6 a3X8 3X6=3X4 NX4 SEAT PLATE REQ. 33'8" 7'6'1 3'5"15 1' 410" 4'10" 1' 3'5"15 T6"1 7'6'1 11' 1Z 16'10" 21'8" 22' ' 26'1"15 33T" ding 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 foe Vdefl L/# LOG R / U / Rw / Rh / RL / W )L: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.161 E 999 240 B 1327 / 642 / 739 ! - / 175 / 8.0 _L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.440 E 999 180 H 1263 / 604 / 677- )L: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.055 1 - - Wind reactions based on MWFRS Ld: 37.00 EXP: C HORZ(TL): 0.103 I - - B Min Brg Width Req = 1.6 3CLL: 10.00 Mean Height: 20.58 ft Code / Misc Criteria CreepFactor. 2.0 H Min Brg Width Req = - it: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.560 BearingB is a rigid surface. d Duration: 1.25 MWFRS Parallel Dist: h12 to h TPI Std: 2014 Max BC CSI: 0,529 Bearing B requires a seat plate. cing: 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)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17A2.02.1208.15 A - B 23 0 E - F 1643 -2312 nber B - C 1674 -2602 F - G 1533 -2227 C - D 1540 -2221 G - H 1677 -2620 chord 2x4 SP 91 D - E 1643 -2312 chord 2x4 SP #1 )s 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) igers / Ties Chords Tens.Comp_ Chords Tens_ Comp. -langer Support Required, by others B - O 2335 -1453 L - K 2009 -1196 d 0-N 2331 -1453 K-J 2009 -1196 nber design based on both MWFRS and C&C.�� Al , N - M 2005 -1202 J - I M - L 2005 -1202 I - H 2349 -1456 2353 -1457 Maximum Web Forces Per Ply (Ibs) No 0 Webs Tens.Com Webs Tens. Comp. p a O- C 228 -21 L- F 386 -272 C - N 344 -447 J - G 357 -466 D - N 387 - 240 F - J 396 - 246 e TAT E D - L 391 -280 G -1 E-L 314 233 -35 » m -356 SERIAL01: 40015A38 FF 55 81 B0 071`48 00 992E 95 FB *'kItem hks beaRedta zynad'.za$ ualad Eby We"I Kearu,=, n (n., ue�li- nnI an [aim data thnatnatwas w.�stg a 5NT i auihan>�az�,esde. , tad ctpiasoftd5 dixaaeetm not m-A&md Apadand sasbad arsdtW-silA«Zav?haetiani*nmdevut tbe*wficdcanany dectranic riot: I "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tru es require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Co 'ponenf Safety Information, byy TPI and SBCA) to'r 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 atta'phed rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t 10, as ig pplicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {tefer to drangs 160A-Z for standard plate positions. Alpe, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the in conformancewith ANSIII 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 an c� l use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36C 00 002 4EGTrusLabel: 2S H oOL /DR Horton /4EGB-Galen-2432 "H" OL I Wgt 1177 8 Ibs I FROM: GLM23 ! T27 !HIPS I DRW; 05/1612018! I 4'9"14 9' 24'0"13 31'a"l 33'8" 4'9"14 42"2 7'9" T3"12 77"4 1.11"1 i05X8 m3X4 =5X6 mw =3X4 m4X6 m4X12 H4X4 SEAT PLATE REQ. 33'8" 7 5"8 F 5 2"11 2 4"13 _ 77°4 1" 9' IV5"8 21'8° 24'0"13 31'8"1 3318" 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): 0.199 E 999 240 B 1331 1749 1766 I - 1 168 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(fL): 0.545 E 999 180 1 1259 1717 / 600 / - / - 1- BCDL: 10.00 Risk Category:11 Snow Duration: NA HORZ(LL): 0.049 1 - - Wind reactions based on MWFRS Ld:EXP: C HORZ TL 0.092 1 - - B Min Br Width Re 1.6 Des CL 10.00 Mean Height: 20.16 tt ( ) 9 q g Code / Misc Criteria Creep Factor: 2.0 I Min Brg Width Req = - NCBCLL: 10.00 P TCDL: 4.2 psf Bearing B is a rigid surface. SotfiC 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.645 g P TPI Sid: 2014 Max BC CSI: 0.663 Bearing B requires a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.37 it Rep Factors Used: Yes Max Web CSI: 6.709 Loc, from endwall: not in 9.00 it FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply Chords Tens.Comp. Chords Tens.s. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 J,WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1599 -2359 Lumber B - C 1761 -2688 F - G 1599 -2359 To chord 2x4 SP #1 C - D 1617 -2449 G - H 506 7737 Botchord 2x4 SP #1 D - E 1922 -2848 Webs 2x4 SP 93 Maximum Bot Chord Forces Per Ply (Ibs), Bracing Chords Tens.Comp. Chords Tens. Comp. (a) Continuous lateral restraint equally spaced on B - N 2435 -1715 L - K 2861 -1877 member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, N - M 2232 -1501 K - J 692 -466 attached with 8d Box or Gun (0.113"x2.5",min.)nails ' M-L 2861 -1877 J-1 1 -1 @ 6" oc. Maximum Web Forces Per Ply (Ibs) Hangers /Ties 0 � , Webs Tens.Comp. Webs Tens. Comp. (J) Hanger Support Required, by othersY a ilk No 047102,C-N 236 -225 F-K 358 L 416 Wind : D - N 373 -104 K - G 1862 -r200 Member design based on both MWFRS and C&C., D - M , 691 -435 G - J 680 888 M - E 272 -167 J - H 1234 831 Right end vertical not exposed to wind pressure. _ - E - K 383 - 565 H - I 869 -I1278 SY. siwoil SER AL 40 01 5FF 53 91 BO BB 7F49 00992E85FB rhujup"k bten etezSeY jz ncd W1110aindtri rAass l PE6etarttacx, 1. tTI ii.94H21 on VIQsr &shown alxivxxraagaS:tA"1 actttaartttatieascryia. I ' T's�ac8 cr�a�sa3'ttsad •.-�=r�a,?�otcss�md ��naw�spd sm�aiatF ar,6 i1;a.�.sSA.3 acat,eniirataeeas,�]r mvst�rtricd rm a�{dectiun# `*YARNING— 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, bVY TPI anSBCA) ) safety practices prior to performing these functions. Installers shall provide temporatrYy bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly atta-hetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 810, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. 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{ shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of profession engineering responsibility solely for the design shown. The suitability and use of this q�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this enerel notes a and these web sites: ALPINE: www.al ineitw.com; TPI: www. irrAo • SBCA www.sbdndu .com: IM www.iocsafe.org l Jop Number: 36CS00002 Ply: 1 SEQN: 684365 / T8 ! HIPS 4T6B-Galen-2432 H. OL /DR Horton /4EGB-Galen-2432 "H" OL a Qty: 1 FROM: GLM DRW:, Tress Label: A10 �WgtiE.241bs / .._ 05116/2018 4'9°14 9' '16'10" 24'8" 28'10"2 338" r as°1a a2"2 ,.: T1o" �' r1o" 4'2"z as•14� c5X8 1112X4 =5X8 12 D E F 5 G T 52X4C 22X4 to G -v =3X8(A1)8 Hm3X6(A1) =3X4 =3X6 =3X8 =3X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. r 33'8" i 1' 9' 3' 4'10" 4'10° 3' 9' 9' + 12' + 16'10" + 2' 8" 24'8" 33'8" ding Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs) .L: 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 )L: 7.00 Speed: 160 mph Pt NA ' Ce: NA VERT(LL): 0.207 E 999 240 B 1325 / 751 1737 / - 1160 / 8.0 .L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.561 E 999 180 H 1325 1751 1737 / - / - / 8.0 )L: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.059 J - - Wind reactions based on MWFRS EXP: C HORZ L 0.109 J - - B Min B Width Re 1.6 3 CLL: 10.00.00 P Mean Height: 20.16 ft Code / Misc Criteria Creep �) q Factor. 2.0' H Min Brg Width Req = 1.6 TCDL: 4.2 psf Bearings B & H are a rigid surface. it: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.630 Bearings B & H require a seat plate. d Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.695 cing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.670 Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1951 -2851 .lber B - C 1765 -2674 F - G 1618 -2434 C - D 1618 -2434 G - H 1765 -2674 chord 2x4 SP #1 D - E 1951 -2851 H -1 23 0 chord 2x4 SP #1 )s 2x4 SP #3 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 M - L 2217 -1299 J - H 2422 -1644 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. ' `" C-N 243 -227 L-F 704 -484 D - N 383 -108 F - J 383 -108 ow wo . D - L 704 -484 J - G 243 -227 E - L 395 -463 STATE*; . SERIAL 40 015A 39 FF50 8180 BB 7F48 00 99 2E 85 FB ThkItemhusb*cnzIbyMmAEA8rtho4 a��: t.. ttc.e�aa�z{ant5��a7c sh,�wa �t+ wing 3suna ac^tYienGceaausdm. Pratedc # xeid sdoes;zrartamnot crnst6 r d%*Az =ds Id and the :s7x3 :ahans;taaiassrr_v9r e9 Fro¢ dfad on dectrarar it �iaS. I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tru ses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Cor!fponenf Safety Information, bV TPI and SBCA) fo'r safety practices prior to pertorming these functions. Installers shall provide temporary brae rig per BCSI. Unless noted ovherwise,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 63, B7 or 610, as plicabge. Apply plates to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise. (2efer to dra 'rigs 160A-Z for standard plate positions. Alpp' e, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawinApanLv failure to build the tZ in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this dfawmg or cover page_ _ listf g this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability an use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Job Number: 36CS00002 I Ply: 1 I SEQN: 686325 / T46 / HIPS I 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. I Truss Label: All Wgt: 207.2 Ibs / .. 05/16/2018 T 1 11�'I 4'2"15 7' r 4I I 18"3 22'82 2618" S4?343011"14 3410"2 4 4 299" �8X8 =4X4 Id2X4 =H0710m3X4 m4X4 12 D E TC2 F G H I TC3 -i C io 10(c 2X4 - Willi I I - I '44M., NMI VAA1 VA- I EAVIF40,0�oew�__ mH030 0308(C3) M V U T S R Q P O N =3X4 =6X6=H0710 =4X10 =4X4 =H0710=8X6 =3X4 SEAT PLATE REQ. 1' 8'8"8 3'11"14 r V3"1Q 6'8"8 + 10861 12-1 210 1 14'10'11 33'8" 4'1"10 21 "5 _r 3'11"14 18'1111 + 218 131 �0 SEAT PLATE REQ. 8 33V'8" 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 loc L/defl L/# 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 11757 ! - / - / - / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.364 F 428 180 L 2989 11757 / - i - ! - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.099 N - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.182 N - - V Min Big Width Req = 2.5 Mean Height: 19.74 it I NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 P L Min Brg Width Req = 2.5 , Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.741 Bearings V & L are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.645 Bearings V & L require a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 it Rep Factors Used: Yes Max Web CSI: 0.529 ` Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)i GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Co mp. i -9629 Wind Duration: 1.60 HS, WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 -20 G - H 5663 Lumber B - C 4129 -7007 H -1 5650 9612 Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: C - D 4035 -6942 I - J D - E 4983 - 8496 J - K 4981 4035 8490 6942 �T008 Bot chord 2x6 SP M-26 Webs 2x4 SP #3 :W3 2x4 SP #1: E - F 5663 -9629 K - L 4130 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 at 7.00 to 28 at 26.67�1 Chords Tens.Comp. Chords Tens. Comp. plf pif TC: From 55 plf at 26.67 to 55 plf at 34.67MAI �' B - U 6423 - 3773 Q - P 8619 5072 BC: From 4 plf at -1.00 to 4 pif at 0.00 U - T 6370 -3712 P - O T S 8623 O N 8619 6371 5072 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 pif at 26.64 ���� - -5074 - S - R 8623 -5074 N - L 6424 -3712 3773 BC: From 20 plf at 26.64 to 20 plf at 33.67 BC: From 4 33.67 to 4 34.67 047102 R - Q 9660 -5693 plf at plf at TC: 222 lb Conc. Load at �7.03,26.64 Maximum Web Forces Per Ply (Ibs) TC: 169 lb Conc. Load at 9.06,11.06,13.06,15.06 16.83,18.60,20.60,22.60,24.60 Webs Tens.Comp. Webs Tens. Comp. - 457 BC: 483 lb Conc. Load at 7.03,26.64 � C - U 55 -23 H - Q 415 BC: 126 lb Conc. Load at 9.06,11.06,13.06,15.06OF 16.83,18.60,20.60,22.60,24.60IV$ SUM U- D 549 -144 Q- 1 1245 r 725 v " D - T 2674 -1599 1-0 891 -1256 Wind ��*� � T - E 885 -1243 O - J 2666 -/595 Wind loads and reactions based on MWFRS. E - R 1243 -728 J - N 552 145 4 F- R 398 -429 N- K 55 -23 R - H 37 -39 40015A FF58818088WUM99.a85FB Sfaft 3tam8iaa besn ala��paii�ssd'.ars8 s�afsd fry ksaevzd dABrttaez, � i43., tis.�ai52t cst thmdais shmrrz a6cswm arlag a SN,�i asr3heat5taeadc, ?r2atsd z�izx�fat� da�csaa2ffis nctcrasiEerad si�a>a�amad sealed and Sr^:e::5Ap1.4hent�ca4tmscMamf a 5:smer#Sst:~i an auyAsLtNr Carlos: **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Are extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Are Information, by TPI anr7 SBCA) fo'r safety practices prior to pertorming these functions. Installers shall provide temporary - BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly aaid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg inslalled per BCSI sections B3, B7 or 810, le. AppTv plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. f2efer to a division of TPI 1; or torn acceptance any structure failure to build the g or cover page rn. The suitability Job Number: 36CS00002 Ply: 1 SEQN: 6863201 T1 I HIPM #GB-Galen-2432 "H" OL /DR Horton 14EGB-Galen-2432 "H" OL n,;; City: 1 FROM: GLM DRW: Truss Label: Al2 Wgt 218.4 Ibs / ... 05/1612018 � 2� i 4'5"12 7' 11'5"5" 15.19.11 19' 12" 24'S°13 28'10"11 33'8" r 4'5"12 2'6"4 1 4'5"5 1 4'5"5 3- 1"5 4'3"9 4'4"13 4'9"5 I vi7X6 =3X4 _3X4=H07101112X4 =06 m5X8 12 D E F G H I J KAYAK =H030 P_ , T S R=nunu Q P O N M L =3X4 =6X6 =3X4=4X12=H0710 =4X10 =7X8 1114X10 SEAT PLATE REQ. 3T8" 1' 6'8"8 4'5"5 10" 3'7"3 47"1 1'5"1� 4'4"5 44"13 6'8"8 + 11'1"13 �12 15'7"3 20'2"4 + 218 3'2"13 i 29'3"3 33'8" 7101 TT ding Criteria (psf) Wind Criteria Snow Criteria (Pg,Pr 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 loc Udell L/# Loc R / U / Rw / Rh / RL / W )L: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): -0.485 F 828 240 U 2937 / 1733 / - / - / - / 8.0 .L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.307 F 449 180 L 3196 11905- )L: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.089 D - - Wind reactions based on MWFRS Ld: 37.00 EXP: C HORZ L 0.166 D - - �) U Min Br Width Re 2.4 9 q 3CLL: 10.00 Mean Height: 19.74 ft g Code / Misc Criteria Creep Factor. 2.0 P L Min Brg Width Req = - it: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.721 Bearing U is a rigid surface. d Duration: 1.25 BCDL: 6.0 psf MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.621 Bearing U requires a seat plate. cing: 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 FTIRT:20(0)/10(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 F - G 5403 -9101 lber B - C 4068 -6879 G - H 5403 -9101 C - D 3976 - 6812 H - 1 5403 -9101 chord 2x6 SP #1 :TC1 2x4 SP #1: D - E 5007 -8484 I - J 4377 -7373 chord 2x6 SP M-26 E - F 5590 -9444 J - K 2596 -4372 )s 2x4 SP #3 :W3 2x4 SP 91: cing Maximum Bot Chord Forces Per Ply (Ibs) continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. nber. Or 1x4 "T" reinforcement. 80% length of Same & SRB or better, )) I B - T 6304 -3714 P - O 7530 -4486 member- species grade ched with 8d Box or Gun (0.113"x2.5",min.)nails - T - S 6253 -3660 O - N 7530 -4486 " oc. ea. �� " i.. S - R 8599 - 5093 N - M R Q 8599 M L 4624 - 2764 11 Loads ' - -5093 - Q - P 9471 - 5623 -7 �cial , , (Lumber Dur.Fac =1.25 /Plate Dur.Fac.=1.25) ,� m No 0.47182a From 55 pif at -1.00 to 55 plf at 7.00 Maximum Web Farces Per Ply (Ibs) From 28 plf at 7.00 to 28 plf at 33.67 Webs Tens.Comp. Webs Tens. Comp. From 4 plf at -1.00 to 4 pif at 0.00 From 20 plf at 0.00 to 20 plf at 7.03 , C - T 48 -19 H - P 431 -460 From 10 plf at 7-03 to 10 pff at 33.67 2221b Conc. Load at 7.03 STATES �: T - D 579 -157 P -1 D S 2697 I N 1873 -1094 1044 1691b Conc. Load at 9.06,11.06,13.06,15.06 * - -1628 - -1516 16,19.06,21.06,23.06,25.06,27.06,29.06,31.06�' A, a S - E 845 -1131 N - J 3314 -1945 I6 . * E - Q 1018 - 600 J - M 1620 - 2426 483 lb '' 126 1b C Conc. L ad at 9 06 11 06 13 06 15 06 �"� * Q-F 313 -260 M-K F - P 262 -442 K - L 5152 -3059 1868 -3012 onc. oa a 17jP0 6,19.06,21.06,23-06,25.06,27.06,29.06,31.06 # 336 SERIAL11 f#i Hai igers / Ties 40 015A38 FF 58 81SO 80 7F49 00 49 2E E5 FR J I�an anger Support Required, b others uita 9r�' ¢� ° Qdan9sladtryrzaruzsnaartrmes, ( )) 9 PP q Y Fi4R.u..,r l a lanthcd=d hawaab m&WIGasez»a aa^tEt entiisa3ac+s ca9a. Wind W I d loads and reactions based on MWFRS. tcdnxpixr*1615donrr Amnot c sidmd senu;:masswaled and*zSP.A+:: mv t@naretir lca=jdcstrmr* Ri t end vertical not exposed to wind pressure. cnssvl. li "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tru ses require extreme care in fabricating, handlingshipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Cc ponenf Safety Information, by TPI and'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary bra ing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathingq 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, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (refer to dram rags 160A-Z for standard plate positions. Alpi e, a division of ITW Buildint�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the tru in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e- lists g this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability an,: use of this 9�awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00002 Ply: 2 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 / ... 05/16/2018 f 4'4"6 + 6'8"15 + 10'8" 14'7"1 16'11"10 21'4" 4.4"6 24"9 3'11"1 3'11"1 2'4"9 4'4"6 oH0710 D 1112X4 N8X8(R) E F T co [o m 0308(C3) 1112X4 1115X8(R) =H0710 =5X6 1114X6 SEAT PLATE REQ. SEAT PLATE REQ. 21'4" h 1, 4'2"10 2'6"5 3'11"1 3'11"1 2'6"5 4'2"10 4-2"10 6'8"15 10'8" 147"1 17'1"6 21'4" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ice Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.265 E 951 240 N 5577 / 3150 / - ! - / - / 8.0 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: II Snow Duration: NA HORZ(LL): 0.057 1 - - Wind reactions based on MWFRS Des EXP: C HORZ L 0.104 1 - - �) N Min Br Width Re = 2.3 9 q CLLd: 0.000 , NCBCLL: 0.00 Mean Height: 19.69 ft g Code ! Misc Criteria Creep Factor: 2.0 P H Min Big Width Req = 3.3 1 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.856 Bearings N & H are a rigid surface. 9 9 Load Duration: 1.25 P MWFRS Parallel Dist: 0 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 H 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/RT:20(0)110(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. Naiinote B - M 6067 - 3392 K - J 6351 33B1 Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. M - L 608L -3405 405 J - I 7250 50 3621 Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) ;� A - K 6386 - 31- H 72 3B42 Webs : 1 Row @ 4" o.c.ae'e�ex e Use equal spacing between rows and stagger nails in to e� .• Maximum Web Forces Per Ply (Ibs) each row avoid splitting. I* ,, Webs Tens.Comp. Webs Tens. Comp. Special Loads 4 No 0471,Z M - C 249 -382 K - F 1196 751 -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) s C - L 373 - 208 J - G 541 - 105 TC: From 55 pIf of -1.00 to 55 plf at 21.33 ow D - L 1854 -1078 F - J 1823 W7 BC: From 4 pIf at -1.00 to 4 pIf at 0.00 D - K 1150 - 515 G - 1 943 422 BC' From 20 pIf at 0.00 to 20 pIf at 7.06 . 1 .' , E - K 81 -49 BC: From 10 plf at 7.06 to 10 plf at 21.33 *. BC: 3196 lb Conc. Load at 7.06 10 a, BC: 1259 lb Conc. Load at 9.06 1040 BC: 1263 lb Conc. Load at 11.06,13.06,15.06,17.06 -. � � �. 19.06,20.33 0 Wind ';141101iit it Wind loads and reactions based on MWFRS. SEPJA t 4001SA38FF50 8180 BB 7€48 00 99 2ES5 FS ThU fsemli= ba<ascle nud wdwaled by rrra.zl Martizw, � r^E(Fl.uc.�sts2tan Ch�°u22 shawaa6a�s:.SagaStiA•2 acthmrreraA;•case�c_ �ilsaed crr�kaxzst[h� dacrsnscrffsrm nc�tus�ilad ��� salad � asad Flu.S�ti:,rac:HientkSnera9emur heee:tt%tl�tsi aa��acirar,7_ "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) for safety practices pnor to performing these functions. Installers shall provide temporarryV bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefiy attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, 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 16DA-Z for standard plate positions. Alpine, a division of ITW BuildingqComponents 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 rawing or cover page_ - listing this drawing indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibtitty of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'oVs general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.tpinst.org• SBCA www.sbdndu .coin ICC: www.locsafe.org i c � Jbb Number: 36CS00002 Ply: 1 SEQN: 686341 / T281 HIPS #GB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Tfuss Label: B2 Wgt: 95.2 Ibs .. / ... 5' 5' 8'9"15 , , 12'4"5 } 16'4" 3'9"15 3'6"7 3'11"11 1112X4 =3X4 1112X4 =3X10 =H0308=3X4 1112X4 21'4" 5' 05/16/2018 SEAT PLATE REQ. SEAT PLATE REQ. 21'4" 5'1"12 TT3 3'2"1 1 36"7 5'1"12 1_ 1, � 1 + 5'1"12 + 8'9"15 + 12' 1H7 3 16'2"4 + 21'4" ding Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI 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): 0.153 E 999 240 B 1335 1781 / - /- /- / 8.0 _L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.419 E 882 180 G 1335 / 781 / - I- /- 18.0 )L: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.042 1 - - Wind reactions based on MWFRS EXP: C HORZ L 0.078 1 - - �) B Min B Width Re 1.6 q 3 CLL: 0.00 Mean Height: 19.33 ft Cade / Misc Criteria P00 Creep Factor. 2.0 G Min Brg Width Req = 1.6 .0 it: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.376 Bearings B & G 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: 0.610 Bearings B & G require a seat plate. cing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CS 1: 0.362 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 23 -21 E - F 1857 -3289 nber B - C 1565 -2730 F - G 1566 -2730 C - D 1882 - 3322 G - H 23 - 21 chord 2x4 SP #1 D - E 1882 -3322 chord 2x4 SP #1 )s 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) ding Chords Tens.Comp. Chords Tens. Comp. iip supports 5-0-0 jacks with no webs. B - M 2471 -1400 K - J 3334 -1901 A j1ff� 23334 d loads based MWFRS. ?- �, LM-K -1901 I- G 2471 -1401 and reactions on � Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-M 291 -45 E-J 324 -337 v C - L 950 - 548 J - F 921 - 523 " * D - L 318 - 327 I - F 287 -45 ,� ar L - E 22 -14 STATE r Of r-Jt&J-Z4# 4001SA38FF5B811308137f4800992E85FB Tf'U itlamhnAeenclas3raasa ssi nad'=21 �lad by maw lMAIlI=' - PF.(kL.ttcrss2l an ri�a�asz �hnrna!•xrmc 3rengaSNA.i ' a�tl4cr�S�r1xi�a. �ktur£ cs�&ax�icf�: doen�a�rs�'m nmcamiduad si�sias?and scales a+ad ri�::,t5a�a au�anisia9uvia nt:t is aedfa�t rar amyeiectiwris cZas. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tru es require extreme care in fabricating, handlingshipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Corj portent Safety Information, by TPI and'SBCA) r 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 progpeny attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as appl!cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to dra ings 160A-Z for standard plate positions. Alpi e, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the trus�ih conformance with ANSIrfPI 1, or for handling• shipping, installation and bracing of trusses.A seal on this drawing or cover page. _ list! g this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and I use of this dawing for any structure is the responsibility of the Building Designer per ANSIITP11 Sec.2. Job Number: 36CS00002 Ply: 1 SEQN: 686307 / T25 / JACK 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 10 FROM: AH DRW. Truss Label: BJ1 Wgt 11.2 Ibs / ... 05/16P1018 , 12 5 [:�- C 2M(A1) D - M 41 D SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 18.49 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It 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� 1r Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W B 148 / 96 / 132 / - / 41 / 8.0 Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 11 / 11 / 19 / - ! - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - - C -13 126 / 27 / - / - 11.5 HORZ(fL): 0.000 D - - Creep Factor. 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.162 D Min Brg WidthReq = - j TPI Std: 2014 Max BC CSI: 0.014 C Min Big Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. j 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 C No '' 102, EN 40 01;5r°fi 381FF 5881 BGBB 7F48 00 99 2E&5 FB S.F.it by 71 t Amarunw, . M. Lk.NTMI ae the a SNHA•1 authcmtkwi==da. P.Maas zafif3esefrrsr.€ sxsrmnat deua it nadmd=!ad mr t the mi'i'a mutt+antkia4ie<a ctsde m+ t t c asrlfa:d m auyd"tMrAv QVIDI. Chords Tens.Comp. Chords Tens. omp. A-B 23 0 B-C 25 -14 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI ang SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attacheyngid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�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 handlingf 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 ANSI/TPI 1 Sec.2. i T�tBUG- Nmber: 36CS00102 Ply: 1 SEQN: 686309 / T32 / JACK -len-2432 "H" OL /DR Horton /4EG8-Galen-2432 "H" OL Qty: 10 FROM:GLM DRW: s Label: BJ3 Wgt: 12.61bs / ... 05/1612018 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 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 Duraton: 1.60 chord 2x4 SP #1 chord 2x4 SP #1 design based on both MWFRS and C&C. 12 C T T SEAT PLATE REQ. 3' J 31 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W B 191 / 101 / 147 / - / 84 18.0 Pf: NA � Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 50 / 8 140 / - ! - 11.5 Snow Duration: NA HORZ(LL): -0.003 D - - C 63 / 57 / 21 ! - / - 11.5 HORZ(TL): 0.003 D - - Creep Factor. 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.164 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.075 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. 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 24 -86 OF SERALA 4001 38:Ff5B81.B0BB7F+ 00992E85FB 3"teic dtema�al.eerr Ala[3fe�a'ra�ijz3�ncd't�alm5s by PAaaau,�8 aaan. 7 Lk.r#t:.im on 02 daujmwa ab= Wes$a VAL STh$iGrit3i�rS�ds, "d z"ufdiF do==a aim not CMIA.A;aed si �se..ar xenied aid itrc..S�wl a sdharfSeakdoamdo rr mkft'lowilmmgdi0awk" arlaa.. 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 Tru i ses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Co ponent Safety Information, byTPI anr7'SBCA) y satPety practices prior to performing these functions. Installers shall provide temporary bra "ng per BCSI. Unless noted o'therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attar hed rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as a .plicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to dra rags 160A-Z for standard plate positions. Alp e, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the trus in conformance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, list g this.drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability anI use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For rtiore information see this iob's general notes Daae and these web sites: ALPINE: www.alnineitw.com: TPI: www.toinst.om: SBCA www.sbdnduslrv.com: [CC, www.iccsafe.oro Job Number: 36CS00002 Ply: 1 SEQN: 686311 / T41 / JACK 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 6 FROM: GLM DRW. Truss Label: BJ5 Wgt: 16.8 Ibs / ... 05/16/2018 C 12 5 � T' tV 2M(A1) B N A D SEAT PLATE REQ. 1� 5� 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 Udell U# Loc R / U / Rw / Rh 1 RL I W B 261 1133 / 189 ! - / 128 / 8.0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 89 / 17 167 I - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - C 117 / 106 / 43 / - / - / 1.5 Des Ld: 37.00 EXP: C Mean Height: 19.33 it�) HORZ L 0.008 D - - Wind reactions based on MWFRS B Min B Width Re 1.5 r9 q = NCBCLL: 10.00 TCDL; 4.2 psf Code / Misc Criteria Creep Factor. 2.0 D Min Brg Width Req = - Soffd: 2.00 BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.301 C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0176 Bearing B is a rigid Spacing: 24.0 " P 9� C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CS 1: 0.000 aseatsurface. Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FTIRT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. 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 TAE OF T 01, .. ;�V 40 015A38 FF5582B03117F4800992E85F€i 35sir9tamHvA.sbeaneia dmzAaw%�FAL� aas9=fW 4 hufta� kftftin=, ttc.r4TU21tm 0wdM., Ih waab"aWla0a5tr, F.B. ai".d4kki�CaSffi. x iadarv�mniri&d note -. d,` '=id=Ind amc ifi�z::�.:�ri enticai.z�9a ms�stYa>�rbfx.^dcaea�a9Atir4r#�.. tint **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary) bracing per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attache rJ rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinpt�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 raving or cover pa� ge_ . the design The listing this drawing indicates acceptance of pro essiona engineering responsibility solely for shown. suitability this drawing for is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. and use of any structure For more information see this ialYs general notes page.and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .coin: ICC: www.iccaafe.org Jo Number: 36CS00002 Ply: 1 SEQN: 686336 / T4 / EJAC 4 �� B-Galen-2432 "H" OL /DR Horton l4EG8-Galen-2432 "H" OL Qty: 7 FROM: GLM DRW. Trllies label: EJ5 Wgt: 16.8 Ibs .. / ... 05/16/2018 T SEAT PLATE REQ. C N W N 1, 4'11"15 4'11"15 ling Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSf Criteria ♦ Maximum Reactions (Ibs) _. 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 1133 1 189 / - 1128 / 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 89 / 17 167 / - ! - 11.5 L: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - C 117 / 106 / 43 1- I - 11.5 Ld: 37.00 EXP: C HORZ(TL): 0.008 D - - 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 BCDL: 5.0 psf Bldg Code: FBC 201T RES Max TC CSI: 0.300 D Min Big Width Re g q I Duration: 1.25 MWFRS Parallel Dist: D to h12 TPI Std: 2014 Max BC CSI: 0.178 C Min Brg Width Req = - Bearing B a rigid surface. in 24.0 " g= C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. r Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) i Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch d T C Chords Tens.Comp. or s ens. amp. tber chord 2x4 SP #1 A - B 23 0 B - C 45 -100 chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) d Chords Tens.Comp nber design based on both MWFRS and C&C. B - D 0 0 40 01 5A38 FF 513 81 BO BB 7F46 00 99 2E E5 IS 1Uitomkuh� alez ,na:asd i&aiaO4MwAxAWnlnw. t1. tE.asr ( arwct,�eattoxe"at�ae wing aS&w8 aandcaYssxria. Nowdcap n t?ehs'sd.W^,._= not c wowati 4md=4swbd a}a6 tto �eve€Lka9 r da:rtast maeifi iaseafdatmaic "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tru s require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Co' ponen Safety Infonnation, by TPI and SBCA) foi safety practices prior to performing these functions. Installers shall provide temporary brad ng per BCSI. Unless noted otheiwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly atta hed riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or 610, as plicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. he-fer to dra ings 160A-Z for standard plate positions. Alp! , e, a division of ITW 8uilding�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the trus in conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. list. g this drawing indicates acceptance of pprofessions engineeringg responsibility solely for the design shown. The suitability an it use of this drawing for any structure is the responsibility of the 8uitding Designer per ANSIITP11 Sec.2. Job Number: 36CS00002 Ply: 1 SEQN: 686315 / T5 / EJAC 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 25 FROM: GLM DRW: Truss Label: EJ7 Wgt 22.4 lbs / ... 051161201,8 C 12 5 � c') =2X4(A1) B T A D SEAT PLATE REQ. I_ 7' _I 7 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too L/defi U# Loc R / U / Rw / Rh / RL ! W B 334 / 169 / 234 / - / 174 / 8.0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 126 125 / 98 ! - ! - 11.5 BCDL: 10.00 Risk Category: ll Snow Duration: NA HORZ(LL): -0.015 D - C 169 / 155 163 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ L - (T )- 0.025 D - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 19.74 ft TCDL: 4.2 psf Creep Factor: 2.0 B Min Brg Width Req = 1.5 D Min Brg Width Req = - i Sofft: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.489 C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.362 Bearing B a rigid . Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes . Max Web CSI: 0000 a seat Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft 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. tromp. Lumber A - B 23 0 B - C 65 127 Top chord 2x4 SP #1 T Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0- 0 NO log STATE OF .� Y 40 015A38FF 5t381. BO BB 7F4S 00 99 2€ 85 FB xItem taA;bzenalz z srad.WAzealadtsg. Mama marttnas, �6, tP4.�ta'za2(anda3eahsae�a aht.�xigaSNw<Y avtdf zritica'ik�a z�fa &�LtiEudcs�.thcs drF��:e �rzetcxdzd am�z�k;e€ �a^.c6f��iSri: �9hznf�asummzc�8e snrzra��ifdd'ra+a3�ctmris ! **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! ! -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS � Trusses reqquire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI an SBCA) t safety practices pnor to performing these functions. installers shall provide temporarryy bracing BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly I per attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, Apply to each face of truss and as shown above and on the Joint Details, unless noted otherwise. kefer to as applicable. plates 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 drawindg,any failure to build the installation bracing trusses.A seal on this drawing or cover page_ truss in conformance with ANSIII PI 1, or for handling shipping, and of , listing this drawingg indicates acceptance of pro{esstona engineering responsibility solely for the design shown. The suitability for is the of the Building Designer per ANSI/TPI 1 Sec.2. and use of this thawing any structure responsibility For more information see this'oVs cieneral notes a and these web sites: ALPINE: www.al ineftw.com; TPI: wain. inst.o ; SBCA wwwsbcindu .corn', IM www.iccsafe.org J6b Number: 36CS00002 Ply: 1 SEQN: 6863421 T17 / HIP_ 4IG6-Galen-2432 "H" OL /DR Horton /4EG8-Galen-2432 "H" OL Qty: 2 FROM: GLM DRW: TtiUss Label: CJ5 Wgt 23.8 Ibs .. / ... 05/16/2018 SEAT PLATE REQ. f 7'0"1 1'5"12 7'0"1 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: 19.31 ft ICLL: 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 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 chord 2x4 SP #1 chord 2x4 SP #1 loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.010 D - - HORZ(TL): 0.019 D - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.438 TPI Std: 2014 Max BC CSI: 0.388 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 40 01 5A8 FF 56 81 JB0 BB 7F46 00 99 2E 85 F8 Thttieant a senokrStrasic x nad.wdwalddire7Aarac Irdart s, 'n in. LkA47153tcn tRic daRe siu5wn abr>.vx u^.tng a SHA>3 I zU*W'dQdMendm. pr.11d cqptnold docrs^.. a aM notcnasskored tr pS dand Mild and dtse S+ia3,.zVffigztkz&mcodo n=fUwxifiedcnmyd"trnrk- C=im C 11 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 227 1142 / - / - /- 110.6 D 124 117 /- !- I- 11.5 C 78 /57 /- /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens.. Comp. A-B 12 -11 B-C 28 -16 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly l77!d ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or Ei10, e. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise_ f�efer to 60A-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 ANSI PI 1, or for handling shippin , installation and bracing of trvsses.A seal on this drawing or cover page. this drawing indicates acceptance of professidnai engineering responsibility solely for the design shown. The suitability ie of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00002 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 Wat 37.8 Ibs ... / ... 05116/2018 T / SEAT PLATE REQ. 5'4"5 9110"1 5'4"5 4'5"12 u 1-5"12 1 94"2 5"1 9'4"2 '1 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 Udell U#. LOG R / U / Rw / Rh / RL / W B 329 1232 / - / - / - 110.6 ' 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 / - / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.026 F - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 00 Mean Height: 19.72 ft CreepFactor. 2.0 B Min Brg Width Req = 1.5 2. Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf P Bldg Code: FBC 2017 RES Max TC CSI: 0.447 E Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.981 D Min Brg Width Req = Bearing B a rigid Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0280 a seat p Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft 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 Lumber Top chord 2x4 SP Al Bat chord 2x4 SP #1 Webs 2x4 SP 93 Special Loads --(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1 A8 to 55 pit at 0.00 TC: From 2 plf at 0.00 to 2 pif at 9.84 BC: From 0 plf at -1.48 to 4 plf at 0.00 BC: From 2 pit at 0.00 to 2 plf at 9.84 TC: -5 lb Conc. Load at 1.41 TC: 126 lb Conc. Load at 4.24 TC: 235lb Conc. Load at 7.07 BC: 21 lb Conc. Load at 1.41 BC: 101 lb Conc. Load at 4.24 BC: 177 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS No 7 MUM 40 015A38 FF 5B 8� 80 BB 7F48 00 99 2E R5 FB d S'3,tc lCarcAsaMaeram�: a�nmd'.mad smafmd by tAariue3 tAarthxra, (ta.. uc..047ts2f #n the daft awn atam sewing a SK4 m�Iarn°satse"aacmfa a"ktad coptnordis dt'a'rtr� A=notc dsmid nma1=9*,=Ind mad thou. . z avthantssaaecsucode r1mi ba vwifi�od M asyr9ectrmr3: capl#s ns e. A-B 12 -11 C-D 43 B - C 439 -589 Maximum Bat Chord Forces Per Ply (lb! Chords Tens.Coriip. Chords Tens. B-F 584 -412 F-E 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F ' 440 - 624 -WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted dlherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attacheyrigid ceiling Locations shown for Permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawinq any failure to build the truss m conformance with ANSITI PI 1, or for handlingf shippint, installation and bracing of trusses.A seal on this drrawing,or cover page_ listing this drawing 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. Fm-- i.dn.."otinn - fhie inh'c --I nntx -and th- weh sites- Al PILAF' www aI.ineit v r ' TPI] w tninst om[ SBCA' www.sbcindusW.Gom[ !CC: www.iccsafe.om - 54 i 0 Wind Wind loads and reactions based on MWFRS No 7 MUM 40 015A38 FF 5B 8� 80 BB 7F48 00 99 2E R5 FB d S'3,tc lCarcAsaMaeram�: a�nmd'.mad smafmd by tAariue3 tAarthxra, (ta.. uc..047ts2f #n the daft awn atam sewing a SK4 m�Iarn°satse"aacmfa a"ktad coptnordis dt'a'rtr� A=notc dsmid nma1=9*,=Ind mad thou. . z avthantssaaecsucode r1mi ba vwifi�od M asyr9ectrmr3: capl#s ns e. A-B 12 -11 C-D 43 B - C 439 -589 Maximum Bat Chord Forces Per Ply (lb! Chords Tens.Coriip. Chords Tens. B-F 584 -412 F-E 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F ' 440 - 624 -WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted dlherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attacheyrigid ceiling Locations shown for Permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawinq any failure to build the truss m conformance with ANSITI PI 1, or for handlingf shippint, installation and bracing of trusses.A seal on this drrawing,or cover page_ listing this drawing 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. Fm-- i.dn.."otinn - fhie inh'c --I nntx -and th- weh sites- Al PILAF' www aI.ineit v r ' TPI] w tninst om[ SBCA' www.sbcindusW.Gom[ !CC: www.iccsafe.om - 54 i 0 4 1 Job Number: 36CS00002 Ply: 1 SEQN: 686327 / T2 / VAL 41GB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: T Iss Label: MV1 Wgt: 40.6 lbs / ... 05/16/2018 I 6'10"1 10710 r 6'10"1 + 3'5"9 II • B=4X4 1112X4 C 12 5� T � o <V A 3X4(D1 ni Lill DF E 112X4 1112X4 I i 10'3"10 i_ 6'11"13 3'3"13 t f" 6'11"13 10'3"10 Lti l ding Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TdT 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 F* 75 143 / 42 /- / 13 / 123 TdbL: 7.00 Speed: 16.0 mph Pf: NA Ce: NA VERT(LL): -0.056 E 999 240 B&L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.150 E 999 180 Wind reactions based on MWFRS BC,DL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014E - - F Min Brg Width Req = - D fLd: 37.00 C HORZ(TL): 0.023 E Bearing A is a rigid surface. Code / Misc Criteria NCBCLL: l 10.00 MeaEXPn Mean Height: 20.85 ft TCDL: 4.0 psf Creep Factor. 2.0 P Sgi�fit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.402 Maximum To Chord Forces Per PI Ibs P y (Ibs) Lc 3d Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.343 Chords Tens.Comp. Chords Tens. Comp. A - B 46 -85 B - C 3 -1 Sr cing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.099 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/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_ Lj' ber A-E 156 -3 E-D 171 -6 To�chord 2x4 SP #1 Bob chord 2x4 SP #1 W6bs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) I Webs Tens.Comp. Webs Tens. Comp. Me�th B - E 333 - 246 C - D 136 - 97 ber design based on both MWFRS and C&C. Ri ° t end vertical not exposed to wind pressure. j A itional Notes Set DWG VAL160101014 for valley details. No 047102 Iva STATE O �x ' � �� N URA 40015A38FF5881BO8B7F480099 2E 85F8 �lr lt€mTras d�cse�la .. nad'�ad €salcd try*I.4a:�+aci Marttr�a; 'ri:t�L. US.Gi7�10!! ttiL`4:ais`.SIIilPJf} iL^rx� Y'9f $II SHlwi a€�€nr�inu�e. ePt2€tad e}iss�r€hts do€€aae:.tarenotemzxY�&amd;>mraiand xai€d and ttez �.&,,. auN}€nt�afaevserdtt n}tst �s-vxclf'<ed oni�yed€cttnt� raayias: —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tru Cortlponeni 'ses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building braCCii'ng Safety Information, by TPI an c7 SBCA) for safety practices pr!or to performing these functions. Installers shall provide temporary per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y Locations for lateral BCSI attached as dra rigid ceiling. shown permanent restraint of webs shall have bracingg insTalled per sections B3, B7 or 610, pplicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to ings 160A-Z for standard plate positions. At ne, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the �, tN list in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawingg indicates acceptance of professronai engineering responsibility solely for the design shown. The suitability an �g use of this drawing for any structure is the responsibility of the Building Designer per ANSI(TPI 1 Sec.2. For yore information see this job's general notes age and these web sties: ALPINE: www.al ineilw.com TPI: www.tpinst.org - SBCA www.sbdndu .com• ICC: www.iccsafe.o Job Number: 36CS00002 Ply: 1 SEQN: 684377 / T21 / VAL 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 1 FROM: GLM DRW. I Truss Label: MV2 Wgt: 35.0 Ibs / ... 05/1612018, 6'9"2 8'3"10 6'9"2 1'6"8 B=4X4 12 T 5 p C 1112X4 o T N !P N A 3X4(D1 �a DF E 1112X4 1112X4 8'3"10 6'9"2 V6"8 6'9"2 8'3"10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def 11CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL /W F" 75 130 140 /- 11 19 / 99.6 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.056 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.135 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 E - - F Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(fL): 0.021E - - Bearing A is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 21.67 ft TCDL: 4.2 psf CreepFactor. 2.0 Soffit: 2.00 BCDL: 5.psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.327 Chords Tens.Comp. Chords Tens. Comp. A - B 64 -53 B - C 34 I -11 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.080 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs); , VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Chords Tens.Comp. Chords Tens. Comp. Lumber A - E 126 -25 E - D 126 25 Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. -3B Wind B-E 268 -202 C-D 70 Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes.; See DWG VAL160101014 for valley details. xe�ee. e . a er No STAT OF a. n. 41 0, SERIALt 40 01 5A 38 FF 53 9180 80 7F49 00 99.2E 95 FB matt itlaF�cYeaz�.cm mlar�x�n�a`�js�aaa� salad 6y uaaa3 rt{ar;�c� PZX M.11471112(an'the da?¢itawrtals marrrnga5H%wE 3L�ieflLiAL�fan- ,. ?�8atmixogtl�s:�2l�adoesrmatumrturesa353�rad s�s+as#�a±i sealed � asaE tip Sf.�: av?hentin�+Sc4v)snert5matr3fcdw�urgdectretnk =Its. "'WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uira extreme care in fabricatingg handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for sa�ety practices pnor to performing these functions. Installers shall provide temporary have and bottom chord shall have a bracing per BCSI. Unless noted d1herwise,top chord shall properly attached structural sheathing Locations shown for lateral restraint of webs shall have bracing installed per BCSI sections propperly B3, B7 or 810 attaches rigid ceiling permanent as applicable. Apply pplates to each face. of truss and position as shown above and on the Join?Details, unless noted otherwise. )Refer to" drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, , listing this drawing, indicates acceptance of professions engineering responsibility solely for the design shown. and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. The suitability For more information see this "oUs weral notes page and these web sites: ALPINE: www.al inefw.com; TPI: www. inst.o ; SBCA www.sbdndu .com; ]CC: www1cmale.arg Job Number: 36CS00002 Ply: 1 SEQN: 684375 / T22 / VAL 4 GB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: T dI ss Label: MV3 Wgt: 28.0 Ibs .. / ... 05/1612018 I 472 6'3"10 4'9"2 1-6"8 12 B=4X4 5 p C 1112X4 to N to 3X4(D1 A l� DF E 1112X4 1112X4 I 6'3"10 4'9"2 1'6"8 4'9"2 6710 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCII�L' 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 F" 75 / 29 / 38 / - / B / 75.6 Td L: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.023 E 999 240 Bd L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.044 E 999 180 Wind reactions based on MWFRS BC L: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.006E - - F Min Brg Width Req = - Des Ld: 37.00 a. C HORZ(TL): 0.007 E Bearing A is a rigid surface. Code / Misc Criteria nl NCBCLL: 10.00 MMeean Height: 22.08 ft TCDL: 4.psf Creep Factor. 2.0 P ill Salffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.219 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.171 Chords Tens.Comp. Chords Tens. Camp. A - B 44 -34 B - C 36 -12 Spl cing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.065 Loc. 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) VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Chords Tens.Comp. Chords Tens. Comp_ Lumber T411 chord 2x4 SP #1 A - E 88 -23 E - D 88 -23 Bo W chord 2x4 SP #1 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) I�is Webs Tens.Comp. Webs Tens. Comp. Wind MeImber B-E 220 -151 C-D 77 -:0 design based on both MWFRS and C&C. Additional Notes , Selil DWG VAL160101014 for valley details. 1 ' owe 4t go STAT E 40-, s W. s aE 40015A38FF5681.B0BB7F4600992E95FB V h item t w btm tlectawVz*i#pod and s Iadby rAw=l m4rvnt i'�fF6. tta. L7ta3j fm tllc Baia zhawitab¢ etzafaga5N3 i as�thertuatteasxede. Mutcd CCP=0f atdn dc=: UA art not caulAmd wgn rd and stalad and tine",.F.'A>I-authant;zat t,cc le Ms t.ha coifed cn Avg d"tmrAz =Vns.. I "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trus Co es require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI for to these functions. Installers temporary bra' ponenf anr7'SBCA) safety practices prior performing shall provide Ing er BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Locations for lateral atta�hed as drawl rigid ceiling shown permanent restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to ngs 160A-Z for s ndard plate positions. Alpi trus .e, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the in with ANSI PI 1, for handling installation bracing trusses.A this drawing listi conformance or shipping, and of seat on or cover page_ , g this drawing,indicates acceptance of prot'esslonat engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. For ore information see this general notes a and these web sites: ALPINE: www.al Ineitw.com; TPI: www.tpinst.org ; SBCA: www.sbdndu .wm ICC: www.iasafe.e Job Number: 36CS00002 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 .. / ... 05116/2018 2'9"2 4'3"10 2'9"2 1'6"8 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 12 5 � B=3X4 TA 3X4(D1) C =3X4(B1) 16*5 D Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 22.50 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 4'3"10 4'3"10 4'3"10 Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: N1 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 DeflfCS1 Criteria PP Deflection in too Udefl U# VERT(LL): -0.007 999 240 VERT(TL): 0.016 999 180 HORZ(LL): 0.001 - - HORZ(TL): 0.002 - - Creep Factor: 2.0 Max TC CSI: 0.091 Max BC CSI 0.085 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 MEM t'tiRS.�» 40 015A39 FF 5B 81 Btu BB 7F4& 00 99 2EZ5 FB rhhirgrssTc��acne� 9s�ned9a�x1cd6yMasmvtMarc�cz PE(FL. tft.04n921 an Me daft Shown abaM Wdiga VA-1 auihenticrazrxdm rY.mtad xuyaF�a ats: dar aam tretccnxd ad sgpw ands lad asa! the;.5�3arzthentir�krazaecada mwE �r3f�l,rac ac,Tedactrmrn� tax. ♦ Maximum Reactions (Ibs), or'=PLF Loc R I /Rw /Rh /RL /W D• 75 /27 /36 /- /6 /51.6 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs)! Chords Tens.Comp. Chords Tens. Comp. A-B 224 -161 B-C 243 I-179 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 152 -167 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins lied per SCSI sections 63, B7 or 610 ile_ AnoTv elates to each face of truss and position as shown above and on the Join f Details. unless noted otherwise. (2efer to a division of I NI 9 , or Tor n acceptance any structure failure to build the g or cover page rn. The suitability i II r J86 Number: 36CS00002 4�GB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: 4M1 f LO T 1 115 A ,12 4 p SEAT PLATE REQ. � t 22.4 Ibs I FROM: GLM52 / T36 / SPEC I DRW i 5' 4'8"8 4'8"8 05/16/201 B 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 foe Udell U# LOG R / U I Rw I Rh / RL / W )L: 7.00 Speed: 160 mph Pf: NA . Ce: NA VERT(LL): -0.008 E 999 240 B 254 / 110 1 192 ! - 186 18.0 _L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.020 E 999 180 D 179 / 95 1112 / - /- / 3.0 DL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 E - - Wind reactions based on MWFRS EXP: C HORZ TL 0,005 E - - B Min Big Width Re 1.5 BCLL: 10.00 Mean Height: 15.00It Code / Misc Criteria Creep Factor: 2.0 P D Min Brg Width Req = 3.0 fit: 2.00 TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.157 Bearings B & D are a rigid surface. id Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to hl2 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: 0.167 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 B - C 14 -94 nber i chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) chord 2x4 SP 91 Chords Tens.Comp. bs 2x4 SP #3 B - E 62 -83 Bearing Leg 2x4 SP #3: id Maximum Web Forces Per Ply (Ibs) Tiber design based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens. Comp. mst D - E 82 -20 C - D 646 -433 40:015A38FF5881.BOBSW480099a95FB M41 item kas wd.exladw PAus lmartbvw; PF. CM. ti' rA7=1 an 6c data tihawa abew WMS a SNA4 au�Y,emdca.�mda: ted trmfimoldik dmy.cm=out cnrs1fescd srgnc� auadscabd =6 ktwsi%4> ffientSQiloascssslem EhnrErift=drnstr76srctmr cuylas. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! Trijsses require extreme care n fabricating, hanndlPORTANT** FURNISH THIS �inWlshippiinng, NG TO installing Oand bracing. Refer to and folloCLUDING THE w he latest edition of BCSI (Building Col7iponenf Safety Information, by TPI an c7 SBCA) for safety practices pr!or to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to dri ings 160A-Z for standard plate positions. All ipe, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the tru ;s in conformance with ANSIrI Pl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page Its, ing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitbihty an use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For ' ore information see this ioVs aeneral notes Dane and these web sites: ALPINE: www.aloineitw.com, TPI: www.toinst.om: SBCA www.sbcindusW.com: [CC: www.iccsafe.ora Job Number: 36CS00002 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: 413J1 Wgt: 112 Ibs .. / ... 05/16/201S 12 4 F-� C 2X4(A1)B � A D SEAT PLATE REQ. 1 if Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R ! U / Rw / Rh ! RL ! W B 147 / 100 / 133 1- / 29 18.0 TCDL: 7.00 Speed: 160 mph Pf. NA -Ce: NA VERT(LL): NA BOLL: 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 EXP: C Mean Height: 15.00 ft HORZ TL 0.000 D - - ( ) Wind reactions based on MWFRS B Min Br Width Re 1.5 9 q - CLLd: 10.00 NCBCLL: 10.00 Soffit: 2.00 TCDL: 4.2 psf Code / Misc Criteria Bldg Code: FBC 2017 RES- g Creep Factor. 2.0 Max TC CSI: 0.172 i D Min Brg Width Req = Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: - 0.018 C Min Brg Width Req = Bearing B is a rigid surface. � Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Rep Max Web CS 1: 0.000 B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.16 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. omp. 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 �'.. r 4 y i 40 015 38 FF 5B S100 BB 71"48 C0 99 g5 FB a txtesms ra asakzt &a j mad.wd aiadtsyM uslMa Ii" 'Sol.. tfc.�+r78�(aer [��d starawe&.i m9 �x5ff�i ffidi�32'w^1e l;id.. �LatvdtcaylB�i�Ftl�as dcu'ta*�:sainx+tcsecvTsd `�:"..�ad 5�aalatf �C` @ftC,�'.,:.'iS lai'+t�SAi�lDtiCtiitt eat:,B f,�. �?Sf�c�. Cdk sesyrd�clmr3C ixttdat **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI._ Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 910, attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI> PI 1, or for handling, shipping, installation and bracing of trvsses.A seal on this drawing or cover page_ , listing this drawingg indicates acceptance of pro essiona engineeringg responsibility solely for the design shown. and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. The suitability For more information see this job's neneral notes pacle and these web sties: ALPINE: www.al ineitmoom: TPI: www. inst.o ; SBCA www.sbeindu .com; IM, www.iccsafe.o J4i Number: 36CS00002 Ply: 1 SEQN: 686356 / T19 / JACK 46G6-Galen-2432 "H" OL /DR Horton 14EG8-Galen-2432 "H" OL Qty: 2 FROM: GLM DRW: T ss Label; 4BJ3 Wgt: 12.6 lb s .. / ... 0511612018 12 4, C T T In 2X4(A1) B Sri r ti A r +5 D SEAT PLATE REQ. r 31 L' ading Criteria (psfl Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Ti LL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R 1 U / Rw / Rh / RL 1 W B 190 / 87 1151 / - / 57 18.0 T DL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B LL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 49 17 13B / - ! - / 1.5 B DL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 D - C 62 / 43 / 25 / - / - / 1.5 D � s Ld: 37.00 EXP: C HORZ L 0.002 D - (T ) Wind reactions based on MWFRS Code / Misc Criteria N BCLL:10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Cree Factor. 2.0 P B Min Brg Width Req = 1.5 D Min Brg Width Req = - S L, ffit: 2.00 lad Duration: 1.25 BCDL: 5.0 psf g BldCode: FBC 2017 RES TPI Std: 2014 Max TC CSI: 0.171 Max BC CSI: 0.072 C Min Brg Width Req = S acing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate-Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. Imber A-B 19 0 B-C 20 -61 T B p chord 2x4 SP #1 it chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. IV tuber design based on both MWFRS and C&C. B - D 0 0 C 14* � e �. TAT re OF e '-4 x" V'PI1 EEC . 40 015A FF 55 81.30 8117F48 00 99 2E 85 FB j atafcittarsaiiaskzecrt alc��rgmc� �s9 sr«.alesi Say iRaea:�t nnartticcx i r°nEirt.. t2i..�$TE924(a€Y8�3:Sc`:511a5Wrzit.`Lrod4 #idfl�.H S£iTwL � a>�emcsaa€erste -.:taa&>}d eC�t�zaa3il�'s d�..��rast�m za�icra'sil smz:,�tf sr�iad Z9C:f%'..�'.az+:L $L'rAE.9ti66@fl1".�.t"@. �+.°.[§f•4"A`G4Y dHf'�'tlStf'w' 'C5� i1i13. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T C' sses reqquire extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) for safety to these functions. Installers shall temporary br. ponenf practices prior performing provide Ling per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Locations for lateral have bracing installed BCSI sections B3, B7 or 1310, at at shed rigid ceiling shown permanent restraint of webs shall per pplicabgle. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. h46r to dt AI wings 160A-Z for standard plate positions. ine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the i Ss in conformance with ANSI PI i, or for handling shipping, installation and bracing of trusses.A seat on this drawing or cover page_ Its' a „ Ing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability I use of this drawing for any structure is the responsibility of the Building Designer ANSI/TP11 Sec.2. Fo�! per re information see this iovs general notes page and these web sires: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SSCA: www.sbcindu .com: [CC: wwmicesafe.ong Job Number: 36CS00002 Ply: 1 SEQN: 6863581 T161 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 .. / ... 05/16/2018 ' 2.8312 2X4(A1) B \A 3X4(R) C F I ,__/ I 1112X4E SEAT PLATE REQ. 7'0"2 1'5" 6'8"1 0 6'8"10 II❑ T T90 N Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum. Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# LOG R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.020 E 999 240 F 220 1116 / - 1- ! - 110.6 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.078 E 999 180 D 176 / 57 / - ! - / - 13.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.006 E - - Wind reactions based on MWFRS I Des Ld: 37.00 EXP: C HORZ(TL): 0.013E - - F Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 D Min Brg Width Req = 30 TCDL: 4.2 psf Bearings F & D are a rigid surface. BldgCode: FBC 2017 RES Max TC CSI: 0274 Soffit: 2.00 BCDL:5.0 psf TPI Std: 2014 Max BC CSI: 0.313 Bearing F requires a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.196 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any 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 9 -7 B - C 68 L 110 Lumber Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Webs 2x4 SP 93 :Rt Bearing Leg 2x4 SP #3: B - E 100 52 Wind Maximum Web Forces Per Ply (Ibs) Wind loads and reactions based on MWFRS. Webs Tens.Comp. Webs Tens. Comp. D - E 118 -12 C - D 419 579 saa , odi E OF .,r�"3: 40015A38 t:F5B81BOBB71`4800992E&5FB ** itamb" been zztt 'z�n'ed"aura wiled by Hann" aE(rr..rtc.ir4P.94onit* dmftaswaabumWAS asia a a theri=Wn=da_ Frioad capinafthindmumv anmat crostdkredst mind and 2ts���:�'iar3i+ancuatknutndn mta[ 4a xesif*dwnamyd�tmrctC cnvkx "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of inlComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the 31�1 PI 1, or for handing shipping, installation and bracing of trusses.A seal on this dfawmg or cover page_ _ is acceptance of Professlona engineering responsibility solely for the design shown. The suitability Jo Number: 36CS00002 Ply: 1 SEQN: 682344 / T39 / SY42 4 iGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 4 FROM: AH DRW: Truss Label: FT1 Wgt: 130.2 Ibs / ... 05/16/2018 7'5"6 9'5"6 19,11"8 _I I` 7'5"6 2' . f 10'6"2 2'6"12 ­+- 1'l0"2 2-4"10 -- j — 2-6"12 --1 2-6"12 -- -+ W=3X4 =6X6 =3X4 1114X4(R) =3X4 =3X4 =3X4 =6X6 AB C D E IF G H I J K L M N AD AC AB AAZ Y X W 1112X4 =4X10 1112X4 =6X6 W=H0308 1112X6 ling Criteria (psf) Wind Criteria _. 40.00 Wind Std: NA L: 10.00 Speed: NA mph _. 0.00 Enclosure: NA L: 5.00 Category: NA EXPNA Ld: 55 00 Meaight: NA It Mean n He He 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 T6p chord 4x2 SP #1 B6t chord 4x2 SP #1 mating Notes All' plates are 4X6 except as noted. D�fiection Mx JT VERT DEFL: LL: 0.46" DL: 0.40". See detail DIFLCAMB1014 for camber recommendations. Additional Notes +�Ix6 continuous strongback. See detail St,RBRIBR1014 for bracing and bridging recommendations. W bs are square cut except dbl diagonals or as oerwise shown. T�y'ss must be installed as shown with top chord up. V U T S R Q P O 1112X6 =3X4 1112X4 =4X10 1112X4 19'11"8 Snow Criteria (Pg,Pt 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): 0.455 V 519 360 A 1096 / - / - / - / - / 3.0 Lu: NA Cs: NA VERT(TL): 0.794 V 379 240 N 1094 / - / - / - / - 12.5 Snow Duration: NA HORZ(LL): -0.059 M - - A Min Brg Width Req = 1.5 HORZ(fL): 0.081 M - - N Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings A & M are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.950 TPI Std: 2014 Max BC CSI: 0.918 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.751 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber: A_ B 0 0 H -1 0 -4366 Plate Type(s): B- C 0 -1196 I- J 0 -3916 WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -1162 J - K 0 -2862 D-E 0 -2868 K-L 0 -1153 E-F 0 -3995 L-M 0 -1185 F-G 0-4500 M-N 0 0 G - H 0 - 4366 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AD -AC 0 0 V-U 4500 0 MAI*+ AC -AB 2243 0 U- T 0 0 �� AB -AA 3495 0 Z 3495 0 U - S S- R 4291 0 3507 0 ` ? AA- Z- X 3495 0 R- Q 3507 0 ,� Y-X 0 0 Q-P 2222 0 N 47MX- W 4499 0 P- O 0 0 W - V 4500 0 Maximum Web Forces Per Ply (Ibs) " Webs Tens.Comp. Webs Tens. Comp. a � AD- B 14 0 G - U 146 -520 a �d B -AC 1578 0 AC-D 0 -1456 U -1 1-8 323 - 69 0 -521 D -AB,, 870 0 S- J 556 0 AB- E 0 -852 J- R 22 0 E-AA 19 -19 J-Q 0 -877 MIAL E - X 755 0 Q - K 891 0 40 01 5A 38 FF 58 880 B 7F 48 00 99 2E 95 F8 1. X-F 0-1270 K-P 0 -1442 ThktItem t=bemeledwAk*aApadMwaladbym2asmMane=, F-W 907 0 P-M 1563 0 PE V-L. LkX4r.112 ( M the date lfwWaabswWas aSHA4 V-G 233 -228 M-O 14 0 acihentcancrs eaaim I Friatrd xgiixsnictv3 d�rrctsiaxa nxetcragx3i�rad sfgr,�ei and;maied mrrd it'u.5i?A,=ta-u4hentra4,afsco9ems�t �.vedfi�maxrgrdectra� ar�tas: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tr 'Les require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Cgijnponent Safety Information, byv TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted dtherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly a ched rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as pplicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer to drWings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the teas in conformance with ANSIT! PI 1, or for handling shipping, installation and bracing of trusses.A seal an this drawing or cover page, ItstIng this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability a "d use of this 9�awing for any structure is the responsibility of the Building Designer per ANSIPPPI I Sec.2. Fo more information see this !ob's general notes page and these web sites: ALPINE: www.al ineftw.com; TPI: www. inst.o ; SBCA: www.sbdndu .coin; ICC: %ww.icmfe.o H I Job Number: 36CS00002 Ply: 1 I SEQN: 682364 / T29 / SY42 I 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 6 FROM: GLM DRW: I Truss Label: FT2 Wgt: 142.8 Ibs .. / ... 05/16/2018' 7'5"6 9'5"6 20'4" 1 fL 7'5"6 'I' 2' 'I' 10110"10 �3"1� 3I F A I -- 2'6.,12--�--1'10"2 -- 1710 '� �g..1�-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 VA W-49 '000,0000­40 .-M, le'.Molo5000 ST-1 11 T 1112X4 =4X10 III2X4 =6X6 1112X6 W=HU308(I) 1112X6 =6X6 =3X4 20'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (lbs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf. NA Ce: NA VERT(LL): 0.419 X 571 360 A 1108 / - / - / - / - / 3.0 BOLL: 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 HORZ L 0.071 O - - Q Min B Width Re 1.3 Des Ld: 55.00 (T )� � q = Mean Height: NA ft Code / Misc Criteria CreepFactor. 2.0 Bearings A & Q are a rigid surface. NCBCLL: 10.00 TCDL: NA psf Soffit 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.679 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.868 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.761 Chords Tens.Comp. Chords Tens. Clomp. 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 To chord 4x2 SP #1 E- F 0 0 M- N 0 3421 p F- G 0- 4236 N- O 0 -1950 Bot chord 4x2 SP #1 G- H 0 -4820 O- P 3 0 Webs 4x2 SP #3 H - I 0 -4667 Plating Notes All plates are 4X6 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) (I) -plates so marked were sized using 0% Chords Tens.Comp. Chords Tens. Comp. t�ffiii��� � Fabrication Tolerance, 0 degrees Rotational 1E AE-AD 0 0 X - W 4803 0 Tolerance, and/or zero Positioning Tolerance. r' ' 1ID AD -AC 2272 0 W- V 0 0 Deflection AC -AB 3553 0 W - U 4501 0 �, � �'�,�, AB- Z 3553 0 U- T 4501 0 Max JT VERT DEFL: LL: 0.42" DL: 0.36". See detail + a�.> AA- Z 0 0 T - S 3953 0 DEFLCAM81014 for camber recommendations.2 Z- Y 4815 0 S- R 2785 0 ft e- Y- X 4820 0 R- Q 1087 0 Additional Notes + 2x6 continuous strongback. See detail - e STRBRIBR1014 for bracing and bridging �. ,, Maximum Web Forces Per Ply (Ibs) I recommendations.STATE or- ar ° Webs Tens.Comp. Webs Tens. Comp. Webs are square cut except dbl diagonals or as s AE- B 14 0 W - I 471 34 otherwise shown. a� B -AD 1598 0 I - T 0 -369 Truss must be installed as shown with top chord up.AD- D 0 -1474 T - L 393 0 l D -AC 888 0 L- S 0 -1723 7y0 AC-F 0 -873 M-S 0 1-71 F -AB 20 -15 S- N 864 1 0 40015A3$F-F568180 3137F48 00 99 2E85 FB F-Z 944 0 N-R 0 1162 Z- G 0 -1355 R- 0 1200 0 s#.itlt°rsaAxa beuseM - tadas�.mzied by F.taax.ci P&artt°s, G-Y 806 0 O-Q 0 1516 e� (t. tfe.ma7a821 anlnrdau xhar n aG�vn rin� a 5i#A i X- H 436 -133 Q- P 0 i 15 H-W 11 -738 P-Q 0 -44 e'+itated er�tasnftfx� sitxea�..:xm a�rat dsa°d s�nuziand ssai°d Z 11,45F a..a asc°ntmYamwda Earu.vsrtfbrd.rn aa-�dcctrank ,Mplo3 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporartyy bracing er BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of pro essiona engtneed responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this" Vs general notes page and these web sites: ALPINE: www.ai Ineitw.00m: TPI: www. inst.o • SBCA www.sbcindu .com• ICC: www.iccsafe.or lil ' Jib Number: 36CS00002 4 GB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: FT3 �- — 2'6"12 — 2-6"12 --{ =6X6 =5X8 =4X4 AB C D E '182.0 / T30 / SY42 I FROM: GLM66 I DRW % Wgt Ibs 05/16/2018 11 W=3X4 W=3X4IIIH 6( =5X6 1112X6 =5X6 1112X6 F G 1 J K L M N T `v AA Z Y X W V U T "j R Q P on 1113X4 =6X10 =6X6 1112X6 1114X6(R) =4X4 1113X6(R) W=H0308 =5X8 =5Xt W=H0308 =4X6 ling Criteria (psf) Wind Criteria _. 40.00 Wind Std: NA L: 10.00 Speed: NA mph _. 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 chord 4x2 SP #1 chord 4x2 SP #1 bs 4x2 SP 93 eclat Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00) From 50 plf at 0.00 to 50 pif at 5.85 ':From 100 plf at 5.85 to 100 pif at 20.21 From 5 plf at 0.25 to 5 plf at 5.85 From 10 pif at 5.85 to 10 plf at 20.33 D: 183 Ib Conc. Load at 1.85, 3.85, 5.85 ding Notes plates are 6X8 except as noted. JT VERT DEFL: LL: 0.33" DL: 0.25". See detail LCAMB1014 for camber recommendations. itional Notes 3 continuous strongback. See detail BRIBR1014 for bracing and bridging emendations. s are square cut except dbl diagonals or as ,vise shown. 20'4" Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# LOG R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0,330 V 724 360 A 1281 / - / - 1- / - 13.0 Lu: NA Cs: NA VERT(TL): 0.578 V 527 240 O 1170 /- /- /- / - / 4.0 Snow Duration: NA HORZ(LL): -0.042 AA - - A Min Big Width Req = 1.5 HORZ(TL): 0.057 AA - - O Min Big 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 Wpp '00ear Y- X 4687 0 S- R 5469 0 - X- W 4687 0 R- Q 4742 0 �w W- V 5503 0 Q- P 3301 0 V- U 5551 0 P- O 1273 0 No 4° Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp- ft AA- -Z 14 0 T-H 143 0 B 1993 0 H-R 0 -461 Z-C 0 -1914 R-J 501 0 C- Y 1109 0 J- Q 0 - 864 Y-D 0-1109 K-Q 0 -67 D - X 20 -14 Q - L 1005 0 y D- W 566 0 L- P 0 -1321 BL W- E 0 -503 P- M 1362 0 E-V 117 0 M-O 0 -1643 ss must be installed as shown with top chord up. 40 01 SA 38 FF 5B 81.80 BB 7F48 00 99.2E 85 FB V - G 0 -20 O - N 142 0 This itarerkubt olearoArOys"%nodzrA%oa;ad4Aft tWrtinra. G-T 0 -119 N-O 0 -217 "Ef�l..lPc.�?EHZ}.cs�t:�cCa3¢shawa a6ctv�ardriga5Hh2 av�kmnt�tatacarlr Pr�tad <��as�ahis dasras,� arm ttat axms3i�rad Yt asxd sr�ixd and t➢sm:;t+i?1ae rem ua9iaasctrd¢ nut cnazrf(bd rma trdc_tmr.. lax.. "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, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary line, cing per BCSI. Unless noted dtherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly chetl rd ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or B10, applicable. Apply, plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to wings 160A-Z for standard plate positions. a division of ITW Buildingp�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. _ Ij ting this drawing,indicates acceptance of pro_fesstonal engineering responsibility solely for the design shown. The suitability a..d use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00002 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 / ... 05/16/2016 1 1-7"12 3W' 17"12 1'8"4 1,4"12 Fgi 1 5"43� 1112X4 =3X8 1112X4 A B C IF =3X4 1114X4 3X4 3'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W F 183 /- / - / - / - / - TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.002 E 999 360 BCLL: 0.OD 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 HORZ(TL): 0.000 D - - D Min Brg Width Req = - Code / Misc Criteria NCBCLL: 10.00 Mean Height: NA it TCDL: NA psf CreepFactor. 2.0 Soffit: 0.00 BCDL: 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. Camp. A - B 3 0 B - C 3 0 Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.034 Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Wind Duration: NA WAVE Chords Tens.Comp. Chords Tens. Comp. Lumber F - E 104 0 E - D 104 0 Top chord 4x2 SP #1 T Bot chord 42 SP #1 Webs 4x2 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Hangers / Ties A- F 0 -83 B- D 0 140 (J) Hanger Support Required, by others F - B 0 -142 D - C 0 115 B- E 50 0 C- D 0 Additional Notes 70 Webs are square cut except dbl diagonals or as -„ otherwise shown. *a Truss must be installed as shown with top chord up. 40Aw STATE OFON a v ALI �EFt1A3. 40 015A 38 FF 55 tit BO SB 7F 48 Ot) 99 2E 85 FS zbfxsum1,-,a7baenoleam €=*0o a adznl=aredbyMwAAk3art s (R. us.a47021 M th"Itttt1tnWft aL^avn w.2n� a SN,Tw3 scrit��c�u�a. its:dxapeasvfd5hdoccxaa'a=not az W&Md U-4—d=66 anC iF,c:.: tentirsAia ¢c7e nmt tin rrcrif daft sm;7�ectmtsk J "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, byy TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly for lateral have bracing installed BCSI sections B3, B7 or t attached rigid ceiling Locations shown permanent restraint of webs shall per as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�iComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI Pi 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. , The listing this drawing indicates acceptance of pr wessiona7l engineering responsibility solely for the design shown. suitability gnawing for is the the Building Designer ANSIITPI 1 Sec.2. and use of this any structure responsibility of per For more information see this jobs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCP: www.sbcindu .com: [CC: www.iccsafe.a I Ji)Number: 36CS00002 Ply. 1 SEQN: 682427 / T23 / SY42 4 B-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OIL t Qty: 1 FROM: GLM DRW: T�ir�ul ss Label: FT5 Wgt: 120.4 Ibs / ... 10'0"4 18'0"2 10'0"4 T11" 14 �1 3.,1�I F5 F~ 2'6"12 1 2'6"12 {--8{"' -I f�3"1- -I f-1'3" -I 1112X4 1114X6(R) =3X6 =4X4 1113X4(R) W=3X4 AB C D E F G H I J K L 05/1612018 M =2N4(R) O sa T `v Z Y X W V U T S V // // I P 1112X4 =3X6 1112X4 W=3X4 =4X4 R Q =4X6 =3X6 18'0"2 acting Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSl Criteria ♦ Maximum Reactions (Ibs), or *=PLF LL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in too L/defi L/# Loc R / U / Rw / Rh / RL / W DL: 10.00 Speed: NA mph Pf. NA Ce: NA VERT(LL): 0.054 X 999 360 A 543 / - / - /- /- / 3.0 LL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.094 X 999 240 p* 199 1- /- /- /- 196.6 DL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.008 Y - - A Min Brg Width Req = 1.5 s Ld: 55.00 EXP: NA TL HORZ 0.011 Y ( ) P Min Br Width Re 9 q ;BCLL: 10.00 Mean Height: NA ft 9 Code / Misc Criteria Creep Factor. 2.0 Bearings A & S are a rigid surface. ffit: 0.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.636 ad Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.259 Maximum Top Chord Forces Per Ply (Ibs) acing: 24.0 " C&C Dist a: NA ItRep Factors Used: Yes Max Web CSI: 0.339 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 0 H -1 712 0 I: NA GCpi: NA Plate Type(s): B - C 0 -540 I - J 323 0 Wind Duration: NA WAVE VIEW Ver: 17.02.02.1208.15 C - D 0 -508 J - K 323 0 tuber D- E 0 -1051 K- L 323 0 E-F 0 -693 L-M 136 0 a chord 4x2 SP #1 F- G 342 0 M- N 1 0 t chord 4x2 SP #1 G - H 712 0 ebs 4x2 SP #3 ecial Loads Maximum Bot Chord Forces Per Ply (Ibs) -(Lumber Dur.Fac. 1.00 / Plate Dur.Fac.=1.00) Chords Tens.Comp. Chords Tens. Comp. C: From 50 plf at '-:From 100 0.13 to 50 plf at 5.85 5.85 to 100 at 17.89 Z - Y 0 0 U - T 302 0 plf at C: From 5 plf at plf 0.00 to 5 plf at 5.85 Y - X 1014 0 T - S 0 - 404 C. From 10 pif at 5.85 to 10 plf at 18.01s'gr , X - W W V 1069 0 1069 0 S - R R - Q 0 0 -448 -114 C: 168 Ib Cone. Load at 1.85, 3.85, 5.85 - V- U 302 0 Q- P 46 0 ding Notes plates are 3X4 except as noted. - Maximum Web Forces Per Ply (Ibs) 0 ,. Webs Tens.Comp. Webs Tens. Comp. ditional Notes e ' Z - B 13 0 H - S 0 -162 e detail STRBRIBR1014 for bracing and bridging . B- Y 712 0 S- 1 0 -353 ommendations. cut except dbl diagonals or as - - " STATE F Y - D 0 -660 I - R 170 0 fbs are square erwise shown.+ .. D-X X - E 63 0 35 - 26 K-R R - L 0 0 -106 - 284 iss must be installed as shown with top chord up.C15 E - W 18 -10 L - Q 11 -32 E-V 0 -511 Q-M 0 -254 gyp- V-F 545 0 M-P 0 -65 I, F-T 0 -895 N-P 0 -37 40015A FF5BS BOB57F4800992E85FB T- S G - S 600 0 0 - 690 P-O 0 7 rN'ftlrarna s mare -a '.. ,mad=6=;da6bytuA=1 Martin", FE(Rf tk."Rujon LtadM&1ik=Va abwmu his DSR41 =ftntkalimoazda. Fazaeadcwkt rmddasdcoomaat =mate.�axa�3.�md:i�aias.*"xrad,,.,lan said fl asaRvent a ae 9c mwk beverN•o-,1 titwydocirmrg-, sa�7aa.. j **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tr sses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Q ponenf Safety Information, by TPl and'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary br cing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly at ichefrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, aEapplicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to drwings 160A-Z for standard plate positions. AI ine, a division of ITN! BuildinccLLComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the t s in conformance with ANSUfPI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover pa e, liing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability a1. use of this drawing for any structure Is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Y Job Number: 36C0002 Ply: SEQN: 4EGB-Galen-24 2S H oOL /DR Horton /4EGB-Galen-2432 "H" OL I Qty:18 I FROM: GLM22 / T31 / SY42 I DRW: I Truss Label: FT6 Wgt: 120.4 Ibs / ... 05/1612018 ' 7'4"14 9'4"14 18'0"2 7'4"14 2' 8'7"4 P, �5� f'— 2-6"12---I--1-9"10 -{ �. 1-10"4 ��3"1�F3 1� 1,3" W=3X4 1115X6(R) =3X4 =3X6 1113X4(R) 1113X4(R) =3X4 =3X6 AB C D E F 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=H0308 1112X6 =5X6 18'0"2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf- NA Ce: NA VERT(LL): 0.283 S 747 360 A 981 / - / - / - / - / 3.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.494 S 544 240 N 998 / - / _ / _ / _ / _ j BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.043 L - - A Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.059 L - - N Min Brg Width Req = - NCBCLL: 10.00 Mean Height: NA ft Code / Misc Criteria CreepFactor: 2.0 Bearing A is a rigid surface. Soffit: 0.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.658 I Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.656 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.661 Chords Tens.Comp. Chords Tens. Con Loc..from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 0 G - H 0 -13� I: NA GCpi: NA Plate Type(s): B - C 0 -1052 H - I 0 - f Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -1020 I - J 0 - E Lumber D- E 0 -2484 J- K 0- E E-F 0 -3342 K-L 0 -1E Top chord 4x2 SP #1 F - G 0 -3653 L - M 3 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Cori All plates are 4X6 except as noted. AA- Z 0 0 T - S 3653 Z - Y 1970 0 S - R 3648 Hangers / Ties 0 Y- X 2992 0 R- Q 0 J Hanger Support Required, by others () 4a ea X-W W- U 2992 0 2992 0 R-P P- O 273 2389 Deflection JT VERT DEFL: LL: 0.28" DL: 0.26". See detail .. '. + V-U 0 0 O-N 956 Max 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. Con STRBRIBR1014 for bracing and bridging AA- B 13 0 G - R 0 - recommendations. SSTATE OF B- Z 1388 0 R- H 411 k Webs are square cut except dbl diagonals or as Z - D 0 -1277 H - P 0 - otherwise shown. Truss must be installed as shown with top chord up. �� D- Y Y - E 714 0 0 -692 J- P P - K 0 677 E-X 20 -15 K-O 0 E- U 576 0 O- L 1017 ' U-F 0 -923 L-N 0 11 40 015A38,FF !iB S11f0 BB IE49 00 99 2f g5 F0 S - G 411 -126 M - N 0 ,'�"karsrs.irtsisxera mis'.xsed::�zicsiia�: F Aaart�ea,. �(f6.ttt..�tTi�!sntt.,a �a�.�t 7v+=ta�stra%g35H.�i ' autEie[it�ST:Lsas�Sz. F�stsd er�i�rchls ii.r-x. �-.r��y�c�i`ea'ed �siiae% asad 47a��:,4:•tsn£ua§tarzm�crosses��af.r�ss�*s,�ccimea� ' ra�1m5: i *`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rec]uire extreme care in fabricatingg handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byY TPI anR BCA) for safety practices prior to performing these functions. Installers shall provide temporary) bracing per BCSI. Unless noted ojherwise,top chord shall have property attached structural sheathing and bottom chord shall have a proper y attachetl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicatife. Apply plates to each face. of truss and position as shown above and on the JointDetails, unless noted otherwise. KR& to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildlnt�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 professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/ TP11 Sec.2. 0 0 0 0 0 0 0 0 25 84 0 76 0 33 15 x JoB Number: 36CS00002 Ply: 1 SEQN: 6824311 T34 / SY42 42B-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 8 FROM: GLM DRW: T ss Label: FT7 Wgt: 117.6 Ibs .. / ... 05/16/2018 57"8 I 77"8 5'7"8 2'. �8"12i 2'6" =4X6 1115X6(R) =3X4 1114X6(R) AB C D E F I 17'3"2 9'7"10 SC i 2 6" _ i 1'3"1? 2" l2 �_ 2'6" —+ 1'3" -' W=3X4 III3X4(R) =3X4 =4X4 =4X6 G H I J K L M N �oft 1_Il� — IF, =6X6 =5X6 1114X6(R) 1113X6(R) =4X4 =3X6 =4X6 =4X6 W=H0308 17'3"2 I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) T LL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL / W T DL: 10.00 Speed: NA mph Pf NA Ce: NA VERT(LL): 0.293 U 691 360 A 939 1- ! - 1- l - 13.0 B LL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.512 U 503 240 O 956 /- / - / - ! - i - B DL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.039 M - - A Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.053 M - O Min Brg Width Req = - NIII BCLL: P Mean Height: NA ft Code / Misc Criteria Creep Factor: 2.0 Bearing A is a rigid surface. 10.00 " TCDL: NA psf BldgCode: FBC 2017 RES Max TC CSI: 0.805 S tfit: 0.00 BCDL: NA psf L ad Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.699 Maximum Top Chord Forces Per Ply (Ibs) S acing: 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 -1002 I - J 0 -3190 Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -972 J - K 0 -2710 L"tuber D-E 0-2342 K-L 0 -2710 T q chord 4x2 SP #1 E- F 0- 3175 L- M 0 -1603 P F-G 0 -3198 M-N 3 0 B't chord 4x2 SP #1 bs 4x2 SP #3 G - H 0 -3209 I P ding Notes Maximum Bot Chord Forces Per Ply (Ibs) A, plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Hungers / Ties Z- Y 0 0 T- S 3302 0 II Y- W 1868 0 S- R 0 0 (J Hanger Support Required, by others, X - W 0 0 S - Q 3074 0 II �vr� W-V 2724 0 Q-P 2261 0 D flection ", V-U 3198 0 P-O 913 0 x JT VERT DEFL: LL: 0.29" DL: 0.26". See detail U - T 3305 0 0 zFLCAMB1014 for camber recommendations. 0.7182 0 �ilditional Notes 0 � Maximum Web Forces Per Ply (Ibs) u * Webs Tens.Comp. Webs Tens. Comp_ + 2x6 continuous strongback. See detail W 1 S RBRIBR1014 for bracing and bridging Z - B 12 0 S - J 251 0 r� mmendations. .0 » : S B-Y 1321 0 J-Q 0 -495 ebs are square cut except dbl diagonals or as Y - D 0 -1204 K - Q 0 -67 o erwise shown. a� :r D- W 660 0 Q- L 611 0 ss must be installed as shown with top chord up. �q "# **vim y'2 W - E 0 -773 L - P 0 -915 ,, !1x E- V 1023 0 P- M 959 0 V- F 0 -466 M- O 0 -1274 `f G-U 307 -118 O-N 0 -15 SEPAL U- H 217 -495 N- O 0 -44 40 01 SA38 FF 5B 81. BO BB 7F 48 00 99.2E 85 F6 H-S 18 -315 :11%11etA mb"n slttSr¢rdt ps nad:=d=fad by rtaaaa lMariksea, FE f'zL. tic. 4Tx53t an t%imdaxeshawn aba: artnga SNA,1 ase"iif@n`ua 'tC29€dYdC. r�rsatadcoa aiildz do:ra�:rc: anatcrssidmad s€gna and xakd a»d ifx Sa.R-S atfahant0 i=d& M2t Lin WAfded m a aydeamrk cmGlaf. -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses revqire extreme care in fabricating, handlingshipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Cpmponenf Safety Information, by TPI and SBCA) y safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly atttta�ched rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, a��applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer O drawings 160A-Z for standard plate positions. Aa jine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the It in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ Riling this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability a�.0 use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. r Job Number: 36CS00002 Ply: 1 I SEQN: 682407 / T38 / SY42 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 2 FROM: GLM DRW: Truss Label: FTB Wgt: 137.2 Ibs .. / ... 05/16/201& 5'8" TB" 19'10" r' 2• '�' 172" f "$ Z6" —`�— 2'S" —.� �,s�� 2,6" �_3"1T3 1�� 2'6" =4X6 =3X4 1115X6(R) 3X4 =4X10 1113X4(R) W=3X4 =4X4 =-4X6 =3X4=2X4(R) AB C D E F G H I J K L M N O r� P a T , v AC AB AA Z Y X WV U T S 11 Q =5X6 =5X6 1114X6 1113X6(R) =-4X4 W=H0308 =4X6 =4 10 =4X4 =4X6 1 T4" 2'6" r 19'10" J Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# 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 / - 1- I - 1- 13.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.558 X 510 240 R 1239 1- / - /_ ./_ 14.0 Category: NA Snow Duration: NA HORZ LL -0.037 L - - A Min Br Width Re 1.5 BCDL: 5.00 ( ): g q = ' EXP: NA HORZ L 0.053 L - - R Min B Width Re 1.3 Des Ld: 55.00 Mean Height: NA ft �) q g Code / Misc Criteria CreepFactor. 2.0 Bearings A & R are a rigid surface. NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.925 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.844 Maximum Top Chord Forces Per Ply (Ibs) li Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.618 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A- B 0 0 H -1 0 3201 1: NA GCpi: NA Plate Type(s): B - C 0 -984 I - J 0 - 2711 Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -957 J - K 0 -2711 Lumber D- E 0 -2355 K- L 0 11581 E-F 0 -3193 L-M 273 0 Top chord 4x2 SP #1 F - G 0 - 3201 M - N 273 0 Bot chord 4x2 SP #1 G- H 0 -3201 N- O 0 5 Webs 4x2 SP #3 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 11 AB- Z 1833 0 W- U 3079 0 + 2x6 continuous strongback. See detail MAft , STRBRIBR1014 for bracingand bridging - e AA- Z 0 0 U- T 3079 0 9 9 ��� �+•. Z- Y 3178 D T- S 2252 0 recommendations.s Y- X 3193 0 S- R B91 12 Webs are square cut except dbl diagonals or as :q a X - W 3302 0 R - Q 0 T61 otherwise shown. Z No 047182 i Truss must be installed as shown with top chord up. W Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ IT Z AC-B 12 0 J-T 0 67 .% STAT E Of, B -AB 1298 0 T- K 646 10 v AB-D 0-1180 K-S 0 -955 ' D- Z 726 D S- L 982 10 �a� g Z-E 0 -1121 L-R 0 1291 F- X 228 -156 R- N 0 - 288 y X- G 267 -488 N- Q 89 10 -T 0 -522 40 015ASB FF 5B SI EBB 7I 4E 00 49.2E E5 FB G - W 47 - 344 O - Q 0 ill l hkiterrhubemckcatres rs sd-=A=fadbyrsaxalwrtinw, I278 0 P-Q 0 i PE(a.ua.041"w2lenthodawstoeanabawWagasNsa -T azt8enfitatteiiecda. ?Mated capiasal6k dower, :tarevot cmatdcsvd saw znd scalad =a t umm z aamwt`saik�zcde rnwt ?a w,1N-_d cat a"dectror k cmrjn: **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, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply pates to each faceof truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for. standard plate positions. Alpine, a division of ITW 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 PI 1, or for handling shipping, installation and bracing of trusses.A seal omthis drawing or cover page_ , listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www.tpinst.org• SBCA: www.sbdndu .tom [CC: www.iccsafe.org I Jb' Number: 36CS00002 Ply: 1 SEQN: 682411 1 T43 / SY42 TtGB-Galen-2432 "H" OL /DR Horton /4EG8-Galen-2432 "H" OL Qty: 7 FROM: GLM DRW. Tr, ss Label: FT9 Wgt: 119.0 Ibs / ... 5'8" 7'8" 17'4" 5'8" 2' 9'8" F5 i I - 2'6"12 -- R 1� _Lt_1 _ - 1115X6(R) =3X4 AB C D 3" 71 ISM lip, 1113X4(R) 1112X4 W=3X4 =3X4 1112X4 =4X4 E F G H I J K 1112X4 L M 1:` i� zu ialld; a\ i ►�� is iIkqh IIIZA4 =bAb =DAb IIIZA0 IIIaAokM) '"" =aA0 W=H0308 05/16/2018 T � 1 17W Wing Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) LL 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in [or, Udefl U# LOG R / U / Rw / Rh / RL / W DL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.310 T 657 360 A 943 / - / - 1- / - 13.0 LL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.547 T 504 240 N 960 / - / - /- / - / 4.0 DL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.039 L - - A Min Brg Width Req = 1.5 s EXP: NA HORZ L 0.054 L - �) N Min B Width Re q 1.3 CLLd: 10.00 BL: Mean Height: NA ft Code / Misc Criteria CreepFactor: 2.0 Bearings A & N are a rigid surface. Bearin .00 Tit: 0.00 TCDL: NA psf TCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.908 id Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.788 Maximum Top Chord Forces Per Ply (Ibs) acing: 24.0 " C&C Dist a: NA It 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 I: 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 tuber D- E 0 -2377 J- K 0 -2726 E-F 0 -3212 K-L 0 -1611 chord 4x2 SP #1 F- G 0- 3221 L- M 3 0 chord 4x2 SP #1 bs 4x2 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Iting Notes Chords Tens.Comp. Chords Tens. Comp. plates are 4X6 except as noted. Y - X 0 0 S - R 3319 0 flection X- V 1863 0 R- Q 0 0 W- V 0 0 R- P 3096 0 x JT VERT DEFL: LL: 0.31" DL: 0.29". See detail FLCAMB1014 for camber recommendations. �r *,J V-U 3198 0 P-O 2273 0 +t� ��� U-T 3212 0 T - S 3323 0 O-N 918 0 ditional Notes R 4 x6 continuous strongback. See detail RBRIBR1014 for bracing and bridging ' � 0 „�. Maximum Web Forces Per Ply (Ibs) ommendaions. Webs Tens.Comp. Webs Tens. Comp. bs are square cut except dbl diagonals or as Y - B 12 0 R - I 254 0 envise shown. be installed top *. B- X 1318 0 X D 0 I- P J P 0 -502 0 -68 ss must as shown with chord up. - -1200 D-V 716 0 - P-K 616 0 V - E 0 --1114 K - O 0 -920 E-U 497 0 O-L 965 0 rav' F-T 247 -121 T- G 220 - 495 L-N N- M 0 -1280 0 -15 G-R 46' -315 M-N 0 -44 40 0S 5A38.FF50 81 S0 0B 7F48 00 99 2ESS FB F¥aialtcmhuabccnckesSxcsiiysre�.a,-.�xtexlvd sty tti¢tartl<s�., iascnr�caata.� cttrJs. I � ex�e�dac��sa3*.i�'s dsx_rirzm�etrt exati�mA •" �anslss�ioaE CM10 .. **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tr, 'sses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary b cing er BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y att che�ngqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as1'applicable. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to driI Wings 160A-Z for standard plate positions. Alp ne, 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 ANSII! PI 1, or for handling shipping, installation and bracing of Wsses.A seal on this drawmg or cover page_ lisping this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability aq1 use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00002 Ply: 3 SEQN: 682433 / T33 / FLAT 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: FG1 Wgt 117.6 Ibs / ... 05116120181 1, 5'8" 1'9"9 3'10"2 5-9"3 7-8"4 9-7"5 11`6"6 13715 163" 5""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 =4X10 =4X6 =4X4 =4X4 =4X10 =3X10 A B C D E F G H I =3X1U =4Xti =4X4 =4X4 =4X1U =4X1U 168" 1.9"9 1'11"1 1,11"1 1'11"1 1-11"1 2'0"9 1.11"1 1'919 + + + 279 4'1"10 6711 7'11"12 9'10"13 11'11"6 13107 15'8" 5„ H Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf inPSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL. 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl LJ# Loc R / U / Rw / Rh / RL / W R 4842 /- /_ /_ /_ / - i TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.262 E 718 360 BCLL: 0.00' Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.458E 522 240 J 4001 / - / - / - / - 14.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.039 A - - R Min Brg Width Req = - Des Ld: 55.00 EXP: NA HORZ L 0.053 A - - �) J Min Br Width Re 1.5 g Code / Misc Criteria NCBCLL: 10.00 Mean Height: NA ft g Cree Factor: 2.0 p Bearing J is a rigid surface. Soffit: 0.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RES TPI Std: 2014 Max TC CSI: 0.557 Max BC CSI: 0.572 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.00 MWFRS Parallel Dist: NA Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.878 A - B 0 -16 E - F 0 ' 6420 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): B - C 0 -2970 F - G 0 -', 5844 VIEW Ver: 17.02.02.1208.15 Wind Duration: NA I WAVE C - D 0 -4929 G - H 0 '4563 Lumber D- E 0 -6095 H -1 0 -,2536 Top chord 2x6 SP #1 Bot chord 2x6 SP M-26 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 :W3 2x4 SP #1: Chords Tens.Comp. Chords Tens. Comp. Nailnote R -'Q 2677 0 N- M 6023 1 0 Q- P 4731 0 M- L 4854 0 Nail Schedule:0.128"x3", min. nails P - O 6028 0 L - K 2939 0 Top Chord: 2 Rows @ 4.50" o.c. (Each Row) Bot Chord: 1 Row @12.00" o.c. - O - N 6500 0 K - J 12 0 Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equals Maximum Web Forces Per Ply (Ibs) spacing between rows and stagger nails in each row °� �e� Webs Tens.Comp. Webs Tens. Comp. to avoid splitting. a� A- R 0- 305 N- F 451 10 Special Loads R- B 0 -2923 F- M 0 566 —(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) _ B - Q 927 0 M - G 1123 i 0 TC: From 50 plf at 0.00 to 50 plf at 15.67 40 Q - C 0 -1998 G - L 0 919 BC: From 5 plf at 0.00 to, 5 plf at 16.67 C - P 628 0 L - H 1843 1 0 TC: 998 lb Conc. Load at 0.54, 2.48, 4.48, 6.48 ft.P - D 0 -1247 H - K 0 1275 7.52, 9.52,11.52,13.52 D- O 212 0 K -I 2773 0 O- E 0- 460 I- J 0 1236 Plating Notes, E - N 3 -254 All plates are 3X4 except as noted. r i Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. AL 0153A 38 FF 55 8180 85 7F48 00 99.2E E5 F8 Additional Notes Wmm1MwtMA Truss must be installed as shown with top chord up. VE' Uc.047 ¢° iterrsats�r,�a PY3xtu¢f e�s4t� sfrse-.,. aratc�d s:%axa>f saxi�d �d #1sa: sR YWAh00V=ftq zM. M-k i z f? d CA =Fsdactimtsk. ca�1�s: "*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS � Trusses require extreme care in fabricating handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) ty safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing'msfalled per BCSI sections 63, 67 oft 10, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. )iefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinf��LComponents Group Incshall not be responsible for any deviation from this drawingg any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page _ _ listing this drawing,indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSUTPI 7 Sec.2. For more information see this job's weral notes Daae and these web sites: ALPINE: www.al 'nedw.com; TPI: www. inst.o ; SBCA : www.sbcindu .com; ]CC: www.iccs9e.orcj i �i! b Number: 36CS00002 Ply: 3 1 SEQN: 682437 / T351 FLAT 4JEGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: FG2 Wgt: 117.6 Ibs .. / ... 05116/2018 T "v 1 1, 5'�" 1-9"9 3'10"2 5-9"3 7'8"4 97"5 11'6"6 13715 15'3" I-5"1 1'9"9 + 2'0"9 + 1'11 "1 1'11"1 + 1'11 "1 f 1'11"1 + 1'9"9 1'11 "1 1112X4 =3X10 =4X6 =4X4 =4X10 =3X10 A B C D E F G H I =4X1U =4X6 =4X4 =_JAIU =4AIU 15,8" r 1'9"9 + 1-11"1 + 1-11"1 + 1'11"1 1'11"1 f 279 + 1-11"1 1_919 5. 2'2"9 4'1"10 6'0"11 7'11"12 9'10"l3 11'11"6 13'10"7 15'8" 5" ling Criteria (psf) Wind Criteria _- 40-00 Wind Std: NA L: 10.00 Speed: NA mph _. 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 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.c. 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. ial Loads _umber Dur.Fac =1.00 / Plate Dur.Fac =1.00) From 50 plf at 0.00 to 50 pit at 15.67 From 5 plf at 0.00 to 5 plf at 15.67 956 lb Conc. Load at 0.85, 2.85, 4.85, 6.85 10.85,12.85,14.85 ig Notes ites are 3X4 except as noted TC of this truss shall be braced with attached is at 24" oc in lieu of structural sheathing. Tonal Notes must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Po: NA Ct- NA CAT- NA PP Deflection in too Udell U# LOG 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- Snow Duration: NA HORZ(LL): 0.039 J - - R Min Brg 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: 0.602 /- /- / - 13.6 TPI Std: 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)/l0(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 Maximum Sot 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 fA '4V1 Maximum Web Forces Per Ply (Ibs) jc + 0 Webs Tens.Comp. Webs Tens. Comp. A-R 0 N-F 277 0 -237 No z R-B 0 -2655 F-M 0 -481 xa B- Q 827 0 M- G 940 0 Q-C 0-1770 G-L 0 -801 C-P 523 0 L-H 1616 0 T E OF P-D D- O 0-1046 180 0 H-K K 0 -1208 2627 0 -1 xr ,• a O - E 0 - 385 1- J 0 -1338 E - N 3 -150 40015A38FF5091..BO857F4800992E95F8 MU =%du2Wby AAa ti Manta, PE (FL Ucr *47MI an the dal, ShPwa abema ulks a SK4.1 =iii mttrazicn=de trd40Pba04disdo Lm'Mamtmot=Aa mld*mdmiad =6 tt'4s'iiMA alaamtifatianCade rnc—A tw wuifted at Wjdad mr& C y;Im "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, by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 63, B7 or 610, ile._ Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. 12efer to a division of ITW Buildingq�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 handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page- - this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability ;e of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Job Number: 36CS00002 Ply: 1 SEQN: 686376 / T44 / EJAC 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 3 FROM: GLM DRW: Truss Label: 4EJ3 Wgt: 12.6 Ibs / ... 05/1612018 12 4 C T T 2X4(A1) B `r 1 A D SEAT PLATE REQ. 3' VOt'8 3' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl L/# Loc R / U / Rw / Rh ! RL / W B 194 189 , / 154 ! - / 58 / 7.5 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: II Snow Duration: NA HORZ(LL): -0.002 D - - C 62 / 43 / 24 1- I - / 1.5 � I Des CLLd: 10.00 Noffit: 1 00 EXP: C Mean Height: 15.00 ft g HORZ L 0.002 D - - ) CreepFactor. 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Soffit: 2.00 - TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.184 D Min Brg Width Req = - C Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.069 Bearing B is rigid surface. Spacing: 24.0 " P 9� C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. q Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A- B 19 0 B- C 20 L 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 047102, TP i0# SEMALA 40 015A38 FF 55 8180 8B 7F 4& 00 99 2E85 FB VAX rtern frss Esceascla tactira ;/sd}ymd andscaled by b wxAmarunm (i:L,ttc.Wet7t9E1 on thada2a shownabasm wdmo a 5 A-1. i aaa�;mnrcttca9n.. Pctatad cnpma6L 4ocL =w'0 not cm-Adbrail d�Asmalod mag 64--fib! 33. 1PSi+ti51G:8Y zode ¢if43llSa+fP.Azd of mroledionk- alas. _"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricafingg handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide termhporarrvy bracing per BCSL Unless noted olhervvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply places 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 Buildin Components Group Inc. shall not be responsible for any deviation from this drawing anyfailure to build the bracing trusses.A on this drawing or cover truss in conformance with ANSI �I PI 1, or for handling shipping, installation and of seal page listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability is the the Building Designer ANSI1TP1 1 Sec.2. and use of this drawing for any structure responsibility of per For more information see this'ob's general notes page and these web sites: ALPINE: www.al inedw.com; TPI: www. inst.o • MCA: www.sbcindu .com; [CC: www.iccsafe.or Jb Number: 36CS00002 4"oN Galen-2432 bel: 4CJ3 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL lltuss La A 12 2.83 0 2X4(A1) B E SEAT PLATE REQ. Ply: 1 Qty: 2 Wgt: 15.4 Ibs SEQN: 6863781 T37 / HIP_ FROM:GLM DRW: C T T ie D 05/16/2018 4,21114 1 t5tt J f 4'2" 14 iding 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 foe Udefl U# LOG R / U / Rw / Rh / RL / W )L: 7.00 Speed: 160mph Pf: NA Ce: NA VERT(LL): NA E 151 177 /- /- /- 110.6 _L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 70 14 / - / - ! - 11.5 )L: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D - - C 36 / 5 I - 1- ! - / 1.5 Ld: 37.00 EXP: C HORZg L 0.004 D - - ) Wind reactions based on MWFRS 3CLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P E Min Brg Width Req = 1.5 it: 2.00 TCDL: 4.0 psf BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.081 D Min Brg Width Req = - d Duration: 1.25 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. icing:24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes 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. Comp. riber A- B 9 7 B- C 9 -2 chord 2x4 SP #1 chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) A Chords Tens.Comp. d loads and reactions based on MWFRS. B - D 0 0 im 40 015A38 FF 58 81 BO BB 7F 49 00 99 2E 95'F8 Thk Item heateen waladtryLunulmattvW €i;f�-•it<-�&7tE2.!cn tfie 6tac stwen¢atxae�u^.inga SNA•1 a�ther,C�txsrada. �tnd ct�{�s�ihis ductgcst �znut cxss9Ecaad �na� aid xaiad �� aad ti�.ui AFx zaahenGcastcasctrlc met buxe�lri� rsx aa�*c9sttm i cmmylas_ L **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T es require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as �appl!rable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to dra' ings 160A-Z for standard plate positions. All ne, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the tru s in conformance with ANSI> fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, Its ng this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability an use of this drawing, for any structure is p e responsibility of the Building Designer per ANSIITPI 1 Sec.2. i Job Number: 36CS00002 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 .. / ... 05/16/2018 3'0"8 6'11 "8 10' r 3'0"8 311" 3'0"8 T N d' 12 4 p 2X4(A1) B 3"15 A IIIGAa+ u =OAI+ E\ 1F SEAT PLATE REQ. SEAT PLATE REQ. 10' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h 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 Al Bot chord 2x4 SP #1 Webs 2x4 SP #3 Special Loads --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 pit at 3.04 TC: From 27 pit at 3.04 to 27 pit at 6.96 TC: From 55 pit at 6.96 to 55 pit at 11.00 BC: From 4 pit at -1.00 to 4 pif at 0.00 BC: From 20 pit at 0.00 to 20 pit at 3.07 BC: From 10 pit at 3.07 to 10 pit at 6.93 BC: From 20 pit at 6.93 to 20 plf at 10.00 BC: From 4 plf at 10.00 to 4 pit at 11.00 TC: 97 lb Conc. Load at 3.07, 6.93 TC: 62 lb Conc. Load at 5.00 BC: 119 lb Conc. Load at 3.07, 6.93 BC: 49 lb Conc. Load at 5.00 Wind Wind loads and reactions based on MWFRS. T f` 3'2"4 3'5"12 3'4" 1, l2 3'2"4 6'8" . 10, Snow Criteria (Pg,Pf in PSF) DefI/CS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in roc Udefi U# Loc R / U / Rw / Rh / RL I W B 632 1268 1- 1- / - 18.0 Pt NA Ce: NA VERT(LL): 0.029 G 999 240 Lu: NA Cs: NA VERT(TL): 0.077 G 999 180 E 632 / 268 / - /- ! - 18.0 Snow Duration: NA HORZ(LL): 0.009 G - - Wind reactions based on MWFRS HORZ(TL): 0.016 G - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 E Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.227 Bearings B & E are a rigid surface. TPI Std: 2014 Max BC CSI: 0.317 Bearings B & E require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.065 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. C VIEW Ver: 17.02.02.1208.15 A - B 19 -14 D - E 484 WAVE 40 015A 38 FF5B 8180 BB 7F49 00 99i 2E 85 FB Tara ttmmhasD atackrea¢a#sa, jsi Tad mdseatadby 8hauc4rstarttnm ee (rt. tia.raaaauj en tha east xhawn abmrem ar2ng a StiA 1 aerse'xattwexada.. :?mfaered enaiasa 6l& daarwrA= mot aa-AM ma ae_d Mind mad thc;,A>k azrthant,s r6 aecaf�s aa�t be�mrBfamd.ta�am�rs�"fmrk am&Imt. B - C 482 -1304 E - F 19 C - D 439 -1256 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. C B-H 1217 -442 G-E 1210 H - G 1239 -440 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. C-H 164 0 G-D 170 C-G 17 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, by TPI anf7'SBCA) for safety practices prior to performing these functions. Installers shall provide tempos bracing er BCSI. Unless noted olhermse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache�ripld ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83, 87 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shippin�, installation and bracing of trusses.A seal on this d9awing or cover page_ , listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. cnr mnra infnnnatinn sea this ine's general notes Daae and these web sites: ALPINE: www.alDineftw.com: TPI:.www.tvirr.Larg: SBCA www.sbeindustry.com; [CC: wwWoesafe.o 14 0 1J b Number: 36CS00002 Ply: 1 4T GB-GaIen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 2 ss Label: 4D1 Wgt: 36.4 Ibs I 5' r 5' A r� C=4X4 IIIZA4 SEQN: 686382 / T18 / COMN FROM:GLM DRW: 10, 5' SEAT PLATE REQ. SEAT PLATE REQ. 10' 05/16/2018 T LV 1 1 5' 5' 5' 10, ding Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PsF) Defi1CSI Criteria ♦ Maximum Reactions (Ibs) .L: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R I 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 1272 ! - / 79 / 8.0 _L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.033 F 999 180 D 433 1205 1272 / - /- 18.0 )L: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - Wind reactions based on MWFRS Ld: 37.00 EXP: C �) L 0.007 F - - HORZht: B Min Br Width Re 1.5 g q 3CLL: 10.00 Mean Height: 16.00 ft Code / Misc Criteria Cree Factor. 2.0 P D Min Brg Width Req = 1.5 it: 2.00 TCDL: 4.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 ft 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 nber B- C 470 -638 D- E 19 0 chord 2x4 SP #1 chord 2x4 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) )s 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. A B- F 575 -351 F- D 575 -351 nber design Lased on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 206 - 27 40 015A38 FF 55 8180 BB 7F 49 00 99 2E 85 FB Tataimm cen eta s;':.wd=kd by van lmartlas `r'3;•.(Et. uc.047-tw2)cn&ad=51tawn abaft 16 a 510�1 aaadsart'zasx�fa, ¢a�aa�a3 CWinaddi.aiozrx t asratrsanvdexad AdnadW4 sears§ aaad tte < 9faen a#u to CnsrzE mrsfs� mmVWxtmnk C=lm , **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tr sses reqquire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building C ponenf Safety Information, by TPI anr7'SBCA) tsafety practices prior to performing these functions. Installers shall provide temporary b r cing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly a cheU riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610, a' pplicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to di wings 160A-Z for standard plate positions. At ine, a division of ITW BuildiphComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the t tis in conformance with ANSI PI 1, or for handlinj shipping, installation and bracing of trusses.A seat on this drawing or cover page_ listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability M. . use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Gable S_tu�c_ReinForcemen-t Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 Mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr. tan r.nh Lund Sneed. 15' Mean Helnht. Partlattv Enclosed. Exposure D, Kzt = 1.00 S 2"Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace a CI) 2x4 'L' Brace x (2) 2x4 'L' Brace la (I) 2x6 'L' Brace r (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' P f #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' US u r Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' O 1 1 r Standard 3' 8' 4' It' 5' 3' 6' 7' 7' V 8' it, 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' 01 #1 4' 0' 6' 8' 6' 11' 7' 10, 8' 2' 9' 4• 9' 8' 12' 4' 12, 9' 14' 0' 14' 0' -� S P #2 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12, 2' 12' 8' 14. 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' it, 7' 5' 9' 2' 9' 7' t0' it, 11' 8' 14' 0' 14' 0' (U c D f L Stud 3' 9' 5' 3' 5' 7' 6' It' 7' 5' 9' 2' 9' 7' 10' It' ill 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6. 7' 8' 4' 8' it, 9' 8' 10' 4' 13, 1' 14' 0' L% #1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' Ill 0' 13' 11' 14' 0' 14' 0' 14' 0' � _ S P F #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' U r Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' a 0 ' l ( H Standard 4' 2' 6' 1' 6' 5' 8' 1' B' B' 10, 5' 10, 10, 12, 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' it, 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' Ill 0' 13, I1' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, it, 13' 4' 14' 0' 14' 0' 14' 0' t10_a c D f L Stud 4' 4' 6' S' 6' 10' 8' 6' 9' 1' 10' 6' 10, Il' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10' 10, It, 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' u U u f Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X O rl f� Standard 4' 7' 7' 0' 7' 5' 1 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' #1. 5' 1' 8' S' 8' B' 9' ill 10, 3' Ill 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' 03 4' 9' 7' 4' 7' 10' 9' 8' 10, i' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' D P L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' Ill 7' 12, 0' 14. 0' 14' 0' 14' 0' 14' 0' t Standard 4' 7' 6' 6' 6' Ill 8' TV 3'-1 11' 6' 12, 0' 13' 7' 14' 0' 14' 0' 14' 0' About able Truss Diagonal brace option T vertical length may be doubled when diagonal 18' )( brace Is used. Connect L diagonal brace for 60011 of each end. Max web i Brace total length Is 14'. 31E31E 2x6 DF-L #2 or better diagonal T 1 Vertical length shown 445*(as bracer single B' )K In table above. or double cut L 1 shown) at upper end. Connect ollogonal at - - - sit" 'r Y,y,_._g midpoint of vertical. web, Refer to chart above for Qt 6 "'}-xxn -WARNDaQ.. REAR AND FOLLOW ALL WMS-ON THIS DRAWINGI - "w r. _p.� r ..WMTANT- F'URMSH THIS 1RAWDIG To ALL fBITRACTOR.S DIMUDDIG THE DATALLERS. \GGIVSA , Trusses require extreme care to fabrlcatk+a handling, -shipping, InstalUnG and iracNg. ReFe,�'ba and C folio. the latest edition of SCSI (Building Component Safety Information, iy TPI and SBCA7 for�..SAFety practic.5 prior to performing these functions. Installers shall provld. tamporery brad ng per gCSL Unless noted otherwise, lop chord shalt have properly attached structural sheathing vW bott8n dwrtl shall have a properly attached rigid celting. Locations shorn far permanent lateral restraint of webs Q shall have bracing Installed per BCSI sections Ith H7 or Details, as applss no Apply t plates to each face OR' t;-s and pposit- a5 for .above and On the .loin{ DBtQQs, RLL mated otherwise. AOF Refer to drn.idos 160ETW for ing Card plats Groupposition, Arpin., dlv any of ITW o build Conpen truss I Group Inc shall not be respansikteor For any deviation from AN 1TW COMPANY this ll.ti a to fdture to build the truss h conformance Nth ANSI/TPI i, or for 1rorMlna sh ppmg, hstoaat a & bs d o of trusses. A�qy `a' A sent on this arn.4ro or cover Page listing ihlsdra.hg, Indicates acceptance of professional enaFw.r4.g re ty solNy For the design shown The sultaWlty aM us of this drawing 'Ib (�ypYp1 11yvF \\\ 13389 Labe4anl Drive for any strucQ.r tl frespar.st, ormation see dorr the &Ad hIs Job,. rDe nslP..r Pee'aANSLiPIand e1 S.. sites+ ge`grYYYG.Ir Earth City, M083D45 ALPINE. nw4 InNt..com) TPI.....t ya'0/ IM .ow1=af.4,g Bracing Group Species and Grades - Group AI S ruce-Pine-FIr Hen -Fir #1 / #2 Standard #2 Stud q3 Stud #3 Stnndard Dou Ins Fir -Larch Southern PinewYe #3 #3 Stud Stud Standard Stnndard Group B, Hem -Fir #1 & Btr #1 Do las FIr-Lurch Southern Plnew.. #1 r #1 #2 a2 lx4 Braces shall be SRB (Stress -Rated Board). .sfor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used. with these -cles, Gable Truss DetaA Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plF over continuous bearing (5 psf TC Dead Load>. Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0,12810.0' min) nalls. A For C1) 'L' brace. space molls at 2' o.c, In 18' end zones and 4' o.c. between zones. '.K )I(For (2) 'L' braces, space nalls at 3' o.c. In IS' end zones and 6' mc. between zones. 'L' bracing must be a minimum of 807 of web member length, Gable Vertical Plate Sizes Vertical Length + Refer to common truss design for peak, splice, and heel plates, Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 No S lice Less than 4' 0' 263 Greater than 4' 0', but less thou !I' 6' Greater than 11' 6' TOT. LD, 60 PSF SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-10i 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 Ort 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 net 120 moh Wind Sneed. 30' Mean Helaht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace w (1) 2x4 'L' Brace x (2) 2x4 'L' Brace w (1) 2x6 'L' Brace w (2) 2x6 'L, Brace w Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B p #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' US i F u #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7- 8' 8' 9' 1' 11' 3' 11' it, 13' 7' 14' 0' Stud 3' 6- 5' 4' 5' 8' 7' 2- 7' 7' 8' 8' 9' 1' 11' 2' 11' ill 13' 7' 14, 0' 01 0 f I Standard 3' 6' 4' 7' 4' it' 6' 2' 6' 7' 8' 4' B' it, 9' 8' 10' 4' 13' 1' 14' 0' #1 3' to- 1 6' 4- 6' 7' 1 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13, 11' 14' 0' -� (U S P rI D r L #2 3' 8' 6' V 6' 6- 7' 5' 7' 8' 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' to, to, 13, 8' 14' 0' Stud 3' 7' 4' 10' 5' 2- 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Standard 3' 3- 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5- e' 9' 10, 1' 10, 6' 13, 3' 13, 9' 14' 0' 14' 0' �) S P F #3 4' 0' 6' 7' 7' 5' 8' 4' e' B. 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0- <J L� Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' B' 9' It- 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O i P Standard 4' 0' 5' 8' 6' 0' 7' 6- 8' 0' 9' 11' 10' 4' ill 10, 12, 8' 14' 0' 14' 0' #1 4' 5' 7' 3- 7' 6' 8' 7' 8' 111 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' to, 6' 13, 3' 13' 9' 14' 0' 14' 0' #3 4' 1- 5' It' 6' 4- 7' 11' e' 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' QJ D F L Stud 4' 1' S' 11' 6' 4' 7' 11' 8' S' 10' 0' 10' 5- 12' 5' 13' 3- 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10, 2' it, 0' it, 9' 14' 0' 14' 0' r #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' to, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P f #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' L] U Stud 4' 5' 7' 7' B' 1' 9' 2' 9' 6' 10, 11' It, 5' 14' 0' 14' 0' 14' 0' 14' 0' X O F Standard 4' 5- 6' 6' 6' 11' 8' 8' 9' 3' to, it, 11' 5- 13' 7' 14' 0' 14' 0' 14' 0' #1 4' 10' e' 0' e' 3' 9' 5' 9' 9' 11' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4- 9' 8' 111 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' il' 0' 11' 6' 14' 0' 14, 0' 14' 0' 14' 0' C D r L Stud 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard . 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' 11' 5' 12, 8' 13' 7' 14' 0' 14' 0' Diagonal brace option, vertical length may be doubled when diagonal brace Is used. Connect diagonal brace for 690# at each end. Max web total length is 14'� Vertical length shown In table above., Connect d1agon.17 at mld pint of vertical wet a UP AN 4TW COMPANY 13389 Lakefront Drive Truss Aboutik / 1 its, )K L Brace 31E 3IE 2x6 DF-L #2 or better diagonal r 1 brace) single or double cut (as shown) at Is, L 1 upper end. 1p `ll� 4`V, , Refer to chart above 'far uVARNUM" READ AND FOLLOW ALL NOTES ON THIS DRAVIN(a w-WMTANT- ruiWSH THIS BRAWIM TO ALL l9NTRACTMS INCLUDING Tl1E INSTALLERS Trusses require ewtrene care In fabricating, handling, shipping, installing and bracing. Refer to and ,toe the latest edition of BC$I (BuRd.ng Component Safety Infor-tbn, by TPI and SSCA) for safety octices prior to perforning these functions. installers shalt provide tonporary bracing per BUL ,less noted otherwise, top chord shall have property attached structural sheathing and botton chord iaU have a properly attached rigid ceiling. Locattons shorn for permanent lateral restrolnt of vets Z .it have bracing Installed per SCSI sections B3, R7 or Still as applicable. Apply plates to each face truss and p Kion es horn ob.-and on the Joint Deta¢s, unless noted otherwise. •fer to drawings 16OA-Z for standard plate posit".. Alpine, a dlvlslon of ITV BuAdtng Conponents Group Inc, shot( not be responsible for any deviation from as drawing, any failure to blltd the truss in conformance with ANSI/TPI 1, or for handling, shlppL g. •tatlation L beaclg of trusses. A seal on this &-owing or cover page UstLV this drowhil, Indicates acceptance of professional iglneerlg respon.1buty solely Pa- the slam The suitability and use of this drnwwg r any structure Is the respord9NUty of the Building Deslgnee per ANSVTPI 1 SacZ No /S ATE OF �-O-Q� At ©j�t��i �.. ��H.. ati4l:•��s. Bracing Group Species and Grades - Group At S ruce-Pine-Fir Hem -Fir #1 / #2 IStariclard #2 Stud #3 Stud #3 Standard Dou las Flr-Larch #3 Southern Pinewxw #3 Stud Stud Standard Standard Group Bi Hem -Fir #1 4 Btr #1 Dou las Fir -Larch #t Southern Plnewww #1 #2 #2 Braces shall be SRB (Stress -Rated Board). or Ix4 So. Pine use only Industrial 55 or Gable Truss Detail Notesi Vlnd Load deflection criterion is L/240. Provide uplift connections for 135 plf over continuous bearing <5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or, 12' plywood overhang. Attach 'L' braces with tool (0,128'x3.0' min) nalls. X For (1) 'L' brace- space nalls at 2' o.c. In 18' end zones and 4' O.C. between zones. 1i(War (2) 'L' braces- space nails at 3' ac. In IS' end zones and 6' o.c. between zones, bracing must be a minimum of 80X of web member length. Gable Verticat Plate Sizes LesVertical Len tin No S l4ice s than 4' 0' 2X Greater than 4' 0', but I 4X4 less than 12' 0' + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT. LD. 60 PSF IT Relnfoi Memt Gn Tr Gable Detail - I For Let -In Verticals Abaat`�. + If web has a scab brace, then webs I over, 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of member length, Gable vertical length greater than 48' 'L' or 'T' brace required 1Pc 016 Gable Truss Plate Sizes Refer to appropriate Alpine gable detalt for minimum plate sizes for vertical studs. QRefer to Engineered truss design for peak, splice, web, and heel plates, ®If gable vertical plates overlap, use a single plate that covers the total erect of the overlapped plates to span the web, Examplen 2X4 2X4 2X8 ) No 'L' or 'T' i f brace required } In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design. vertical length greater than Attach each 'T' reinforcing member with 48' 'L' or 'T' brace required End Driven Nnitsn 10d Common (0.148'x W min) Nalls at 4' o,c, plus (4) nails In the top and bottom chords. Toenalled Nallsn 10d Common (0,148'x3',min) Toenails at 4' o.c, plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind toad ASCE 7-05 Gable Detall Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENCI01014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A2001SENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC10IM4, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Dr - End-nall / To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord, 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Examplei ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Verticat = 24'o.c, SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x8'7'=11'2' 'T' Relnf. 'T' Mbr. Size Increase 2x4 30 2x6 20 "vA WM Arm fou.�v ALL mm yN Thal BRAva�i xiUA REF LET —IN VERT txnpPpRTANIww Fe1RhaS11 THIS DRAVING TO ALL CQdiRACfiRS ItxltiD7NR TfE 111STA1J.ERS. bracMty Refer to �xxtyg,.t��3;y' '?,1, .. Trusses reyute extreme care h fabrtatfng, handllp, shaping, Installing and and Safety and for safety follor the latest edition of SCSI (Bolding Cava. � c � .vr DATE 10/Ol/14 Int lilt pnatian, o bracing practices prior to forming these functions. installers shall provHe tempo y brndrng per SCSL UMess rated otharwlae. tap chord shalt have property attached sh twat sheathing and bottom chard # to gsaa 62 ;,m. 41 DRWG GBLLETIN1014 fi �O 1�, n I I�I�\`V'I I shoo have n properly attached r1�tl caSM4 Locations shorn for permanent lateral restraint of webs shalt have kradrm hstnttad par SCSI sections B3. B7 or Beg, s appltaWe. Apply pintas to oath face of truss and poslthn as shown above and on the JoMt BetaSs, wtess rested otherwL�e M tc 5 , •t� data: II� V Refer to draw as 16DA-2 for standard plate positions. '�x AN FWCOMPANY Alpine, a division of ITV BuN&�Vp conponaMs Group Imo shall not be responsible for anyy deviation from Alpine, any follure to build the truss in comform*nce with ANSI/TPI 1, or for handup, shipping, pCYidA9- v�` € o-sa h cxa'° hstauatforn a, brackV of trusses. A seal an this drawing or cover list" this drawing, Indicates acceptom" of professional amgMerfrgIT.solely for ce s1mm. The sul�bRlty and use of *" drorig �` . rah �a.......... ...�.,�.� �"—`-°�.' ' MAX. TOT, LD, 60 PSF DUR, FAC, ANY 130take@ADdve far real ty Bails Resigner per b .. — MAX, SPACING 24,0' EaACity, MOe3W For�e information sea ,Jabs ganernl notes Aga m esa w sites ALPINE- www.atpieftv;comi TPB www.tp ! SBCAn awwsbc s4yAr'{)i yiG warinxsafe.org Hip Frame Details B I L� Hip Frame \.lAVA M7... 2: 'R' Lthed Use ASCE this detail 7-10, 180 fors mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer, Hip frame is designed to provide bracing for flat top ASCE ASCE 7-10, 7-05, 160 140 mph, mph, 30' 30' Mean Hgt, Mean Hgt, Partially Partially Enclosed, Enclosed, Exp Cat D, II, or Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber. Structural anels must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1,00 To hir),%%0XPkT1%orIIns, ..VARNINQe READ AND FMIDV ALL NOTES ON THIS IIRAVDQ moWMTANTmo FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLf M Trusses remryv�e ewtremw care N fnbrlcatin0• hnndling, shipping• hstolUrp and 6rochg. Refer to and fallow the latest edition of DCSi Olulldirg Conponant 0.4ty Information, by TPf and SDCA) for safety practices priorto performing these iunctlons. IrmstaUers shall provide tenpornaryry �brocing per BCSt. Unless rated otherwlsa, tap chord shnU have properly attached strucWrnl shearovng and button cha shnU have o properly Ottnchvd rigid calling. Locations shorn for pernnnent taterol restraint of webs ft r1� f� shnll have and CINrsi ionIns"ed per BCS&bo sections on the J nt RIO,Details, as appliesunless a. Apply plates to each Fncv Q IILI'�IIUI^_J+i I'Lsf_=7� of truss and position os shown nbove and an the Joint Deta4s, unless noted othenLse. Refer to drawings 16CA-Z for standard plate posltlans. Abine, , division of ITV DuildinD Ca+ponents Group Inc shall not be responsible for my deviation fr ANITWQOMMWY this drnwn0. my fn4ure to bWld the truss in conformance with ANSVTPI I, or for handling, stopping, instaltatlon f. bracing of trusses. A se.l — this drn. V or co~ page listing this drawing,erGineerisdesign sh.— Th. hdcntvs nmxeptnnra of professlonnl ----- _._. For any ructuren ttylme .okNresponsbMky of the DuildDng Desl2ner pe ANSWPI I Sect N �11� fA/f E OF OR IVAL EF HIP FRAME ATE 10/01/14 RWG HIPFRI801014 Valley Detail - ASCE 7-10: 160 mph, Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, )K)K Attach each valley to every supporting truss with) (2) 16d box (0.135' x' 3.5') nails toe -nailed for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown, Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shalt be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, 3X4 ���X4 12 Max, 2X4 i8-0-0 max -� 4X4 20-0-0 (++) Supporting trusses at 24' o,c. maximum spacing, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0,128' x 3.0') nails at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at cold -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced withl properly attached, rated sheathing applied prior to valley truss Installation, Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of put -Lin spacing as specified on Engineer's sealed design. xxA( Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Pitched Cut Bottom Chord Valley 4X4 Valle Spacing 2X4 Square Cut Stubbed Valley ❑ptional Hip Bottom Chord �oe-nalted End Detail Joint Detail Valley I 1 1 I I I? G\�g SQp T Partial Framing Plan t\\t\\III IIit ill/,1j �Ishall d II Ii-110 2 trw COMPANY 13389 Lakebonl Drive Earth Lakef nt Of— .vvA MM- REAR Arm FM11W ALL N= ➢N TM NAVDtm MIWMTANT" FURNM TM& BRAWL TO ALL CONTRACTWS uC.UDW TK IN"N.LEIM Trusses require est— core N fobrbatliv. handilne, shlppb,g, Instalgng and bradng• Refer to and folios the latest rditlm of SCSB (Building Conpmm% Safety Infornotkm, by TPI and SBCAr Iro for safety pr ctices prat to PerforNna these Functons. instal\ms shall Provide teywrnry brad per 11 L Urd s Hated otherdse, SOP chard shall hive ProPe+'ly attached structural henihe,g and button chord shah have a properly attachetl NBId ..IUn® Locations sham for pernonerlt lateral restraint of webs have hradng b,stalled per BMI aecti'Om B3, 97 or 910, as npploable. Apply platec to each face of truss and Pndtbn n. sham above and on the Joint Detalts, wt— noted athrMsv. Refer to d-1.0s I60A-2 for sWMnrd plate Positions. Alpine, a rDvW- of ITV BundkQ Conpanents Grow Inc. mall not be respOnsiblw for anyy derlaton fron this d—hii my faRure to build the truss In can atom.¢ with ANSI/TPI 1, or for handlino, shipping. o.t.loton ! bracho of truss¢.. he A seal m this dreeog a cover page (Istthis drawing, har_ates occeptame Of Professorial molly sorely fo- the de who.ra The suttabllq aM use aF ttis drasalp Fore k thw rocpoem6Alty of the BulMrp Msigner per M6I/1PI 1 For rare of—tim see this Job's general notes page and these web sites,pr ALPINE, w—talneltwton, TPI. wew.toinst.orn, SBCAj wwwalocIndustrymmi ICO www.iccsafe.org `�.�` Q,4hT p'/ir ` ` %�.. Cl-pL�;t�'�• ��C '�� ` \, :. a7 f, '�`-' 3� _ ,+r { / .f[ SITATE �` 13 p(v -�^ ., Q d `s r �'' ® r `� v��` h, l iT1A, , �L .\ TC LL 30 DL 20 DL 1p - P Vi LL 0 - TnTJ LDJ 60 .: 30 15 10 0 40PSF 7PSF lU PSF 0 PSF 57PSF REF VALLEY DETAIL DATE 10/O1/2014 DRWG VAL1601011)14 55 UR,FAC.1,25/1.33 1.15 1,15 SPACING 24J0' IN Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean. Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0� psf (min), Kzt=1.0. Or 14o mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Notes Top chords of .trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing is 24' o.c. detalt Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut toads. xx Refer to Enalneer's sealed truss design drawina for olaavback and base truss specifications. Detail A ; Purlin Spacing = 24' o,c, or less 12 erlas Una az Cl- max o.c. SPaung In ue—v- Detail B ; Purlin Spacing > 24' o.c. 12 Up to 12 Piggyback cap truss slant nailed to at( top chord purlin 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 nalts (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.5'). 4' Purlin Sparing > 24' o.c, max Top Chord Scab (Typical. Each End) Chord Flat top chord purlins required at Depth both ends, purlin spacing > 24' o,c. Notes If purlins or sheathing are not specified on the flat top of the base truss, purllns must be Installed at 24' o.c, max, and use Detail A. 1);t}ajiililhj wAMM"" READ AND F[aIDV ALL MJTES Ql THIS DRAVDUD -IWOtTANTww FUMSH THIS. DRAVD�G TG ALL CM"ZACTIBIS INCI.I.IDIM THE INSTALLERS. Trusses require extrene care In fabricating, handling, shipping. Installing and bracing. Refer to and J`A\v 4L�ff{e4 �` ` T ry follow the latest e,Itl- of lICSI (Bu6ding Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary brachV per BCSL g �,\G C UA y Unlessnoted otherwise, top chord shall have property attached structural sheathing and bottom chord shalt have a properly attached Igld celling. locations sham for permanent lateral restraint of wets ` N t` f F.�1O �i�u--��-- shall have bracing Installed per SCSI sections B3, 87 or BID, as applicable. Apply plates to each face of truss and pocrdon as sham above and on the Joint Detests, untess noted otherwise. = AN 1T MPANY WCO Refer to drawees 16OA-Z for standard plate positions. Alpine a Wvlsion of ITV BUIiNng ro Conponentc Gutup lac shall not be responslbte for anyy deviation from this drawing, any Failure to build the truss In conformance with ANSI/TPI 1, or for hondUng, shipping, �41 Are ©r Installation S. bracing of trusses. A seal on thl. drawing or cover page Ustimg this draehg, Moat— acceptance of professie,wl englnearYg responseneky sdely for the design ahem, The suitablBty and use of this drawing Z. � R 9 �dp � R. 5'- laketront Orive ...,...... ......� for any strtictlrB Is the respmatbstity of the Building Se Jgmr per ANSI/iPt 1 See2 For more Information see this .bb's nonerol notes page and these web sites) Pew. /'lA. .. 11 .�.)f1�\ .0\ Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box malls <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 purlin bracing to the flat top chord using (2) 16d box nails (0135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the Foltowingn (1) 3X8 Tru(ox plate attached with <8) 0,120'xl.375' nails, (4) Into cap TC L (4) Into base truss TC or <V 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'xl.375' nails. Notes Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methodss Trutox Use 3X8 Trutox plates for 2x4 chord member, and 3X10 Trutox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0,120'xl.375' nails Into cap bottom chord and (4) In base truss top chord. Trutox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' <min) APA rated sheathingg ggussets (each face). Attach @ 8' o.. with C8) 6d common (0.113'x2') nails per gusset, Min 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 112, full chord depth scabs (each face). Attach @ 8' o.c. with (6) 10d 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 plgg back at time of fabrication, Attach to suppor�ng truss with (4) 0.120'xi.375' naps per face per ply. Piggyback plates may be staggered 4 o.c, front to back faces. REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 CLR Reinf orcing This detalt Is to be used when a Continuous Lateral Restraint (CLR) is specified on a truss design but an alternative web reinforcement method is desired, Notes! This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 20 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 I-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OK) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab on wide face of web. Apply (1) scab to each face of web, Member Substitution T-Reinforcement Or T-Reinf. L—Reinf orcement! or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 60% of web member length. EE T-Reinf, L-Reinf, Scab Reinf orcement! Apply scab(s) to wide face of web, No more than (1) scab per face. Attach with 10d (0,128'x3,0',m1n) nails at 6' o,c. Reinforcing member is a .minimum 80% of web member length. Scab Reinf. � READ � � ,��� �IW � INSTAL q ,,� TC LL PSF REF CLR Substi rrI1 MTAW— Trusses require extreme care In fobrlcating, handling, shippMa. Installing and bracing. Refer to and ��.�'9­„ PSF DATE 10/01/14 Pota, the Wrest emibn of HCSI (gulleEng Conponent:Sofety information, by 11 antl SDCA1 for safety practices prior to these functions. Installers shall provide temporary bracing per�,v Q' r A� �� /YS TC DL DRWG BRCLBSUB1014 performing unless noted otherwise, top chord shall have property attached structural sheathgnii and bottom chard For lateral restraint of webs �� C DL PSF f� ��� l��• Q 11 II—IlO I l—. ill=IUr—� Il!�— shall have a property attached rlpltl ceW% Locations shorn permanent shall have bracing Installed per BCSI sections 33, g7 or D10, as opptkably. Ppply plates to each Pace of truss and paalilan as shorn above And on V. Joint Details, unless noted oth¢rds¢. Refer to drovings 160A'Z for standard plate positions. r5 "/r $C ILL PSF _ AN RWCOMPAM! Alpine, a division of ITV Utdin Components Group Inc shalt not be responsible for any, deviation from this drorng, any. failure to WAd the truss n cvnfornance with ANSf/TPI 1, or for ha dung, shipping, .. f t {� �P QT, LD, PSF instaaation 6 mincing of trusses. A seat an this drn big or cower page tistcg this drawing. fixates ac-Ptdnce of profit enp�eer� re ttyy: edit for the design shorn The sWtabNty and use of this draw I y , �. _ +. ;r; C� f ( , A t- DUR. FAC. 13389 LakeN.ont Drive for anny�truc the resparlsl My of the Mdi g Degpner per ANS 1 1 Sect 6R� � EanhCity. MO63045 For more information see this job's general notes page and these web sites. ALPINE wvrololneltw.eom TPI- rwr.tolnstorai SDCM rwr.sbclndustryorai ICO wwwlcesofeara - A t,'� 4,A._ (.7�f IA1 e l P@,elf SPACING _ __ 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 onlyy for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and secies as damaged member. Apply one scab per face, Minpimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nail into 2x4 members using two (2) rows at 4' o.c„ rows staggered, Nail Into 2x6 members using three (3) rows at 4' o.c„ rows staggered, Nail using 10d box or gun naps (0.128'x3', min) Into each side member. The maximum per 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 detall ma 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 + —I 2' 1-- Stagger + = Back Face 10d Box (0.128' x 3', Min) Nailst o = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Sta ered Nail Soadna 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, 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36r 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# —VARNDND- READ AND FMOW ALL NOTES IN THIS DRAVD1e -1)(PORTANT RM N THIS DRAVDUT M ALL aT MCTORS IICIMM THE INSTALLERS. Trusses requw autrene care in Pabrkotlnl, handl' stWDlnl, InsW ft and braclll. Refer to and follor the latest edBUa. of BCSI (Bu0.renl Cariwnent Safety TnPornotfon, by IPI and SBCA) for safety Mess prior to perfornlnl these Functions. Installers shall provide tenporory bradng per SCSI. Unless noted other rise, top chord shall have properly attoc a d structural sheotWN and button dwa shot( hove properly attached rVd coiling Locutions shorn For permanent lateral restraint oP cabs f� snail have bracing installed per SCSI sections B3, B7 or BIB, as appikable. Apply ptates to each face Q II 1L_J 10 Is—. of truss nntl position as shorn above and on the i-s. Details, unless noted otherelsa, I II�111Jr=+ ILf� Refer to tlrnrinps 160A-Z for stnndortl pla4 positions. Alpl, a division of ITV Building Components Group Inc shall not be responsible for ony deviation fr AN 11'\NOOMIi4N1' this clmv" any Future to build the truss In confornonce v" ANSIMI 1, or for hawWlMg. sNppft' Installation L brac" of trusses. A seal on this d-W q or rover pole Us*" Id" d—Wq, hdcates acceptance aP professiorml englneerYwl responam0.ltyy solNy for the detigw shown. The sw,imbsity aM use of this draslnl . ____. ._. for any sSrt,eWre is tha resptlnsWUty of the SW ding Dessgner per ANSI/TPI 1 Ser2 Nin1mun L Distance REF MEMBER REPAIR V � DATE 10/01/14 No, DRWG REPCHRD1014 .� 1S E OF SUN L STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX. LENGTH TO TRIM TILLER EXISTING FILLER SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, USE #2 OR BETTER (1450f_FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. LOCATE VERTICALS AT 4'-0- O.C. MAX., OR SEE NEXT OPTION, IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR — 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW), OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (❑R 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' O.C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NnTF'n nN THTC CHFFT I USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME <NOT PARTITIO< :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME, 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'—O'), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, I 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 RED, — JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH <3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE — MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2.5') R 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. — VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1.375' NAILS INTO EACH MEMBER CONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), — IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH <6) 10d BOX <0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT <ONE FACE ONLY). -VA . READ AND FM.LGW ALL MCI= ON cgs DRAVD0 `%' C;%. [VIA �;'•r,Wtl REF BC FILLER "WORTWIss, FURMSTI U0 LRAWIM M All. CWRACiM 11 Ct.OW TW INSTALLERS. Trusses regWre extreme care a fobrkatbg handling, shipping, Instnitnnd brackh0• Refer to and ` ty� Gf��r�� DATE 10/01/14 folios the latest etBtlon of BCSI ®tddng fplpanent Safety Inforna ' TPI and SBCA) for safety ` 0 V cotes prior to performing these functtams. Instaters shall provide temp 6r per BCSL �� i"aa6 mated atherWs¢, top chard shalt have Property attached structho•at she= "bottom N DRWG REPBCFIL1014 shop Mve n propeHy ottodud %11 celing. Locations shom for permanent lateral restraint of sobs Q �1-�-10 shod have bracing .= tnstnlled per atot sections B3, J or Hit, its untessMe. Apply plates to each face 1�1��J�1 of truss appodtbn as ahem above nhtl an the Joint DetaKs,as unl¢ss le. A otherete 2Y �S Refer to draW7ngs iGW1-2 For standard plate positions. Alpine, a dvlslon of RW BulrIInp Conponants f�o�y Inc. sMll not be rosponsaie for any tlevbtlon fro,;CJ Ai E OF AN IT1A/ WMPANY this draseng any Fall— to b.M the truss In conFon,amce Wits, AruvTPi t, or far hamdung, shipping, ,q Installation L bratlng of trusses, tf A% �V_ A seal on thls dna.I Q or cover pa Elating this dm**, kvOcates acceptance of professional i "� erkq re sb�ty solely far the a¢sign shhasn. Thx s,rtobNty and use of this *..kV �O R 13389 Lakefront Drive Fanny siructre Is tln ra5ponsWtty of the 9Ading B¢NRn<+' per ANSI/FPI 1 smp. Earth My. MO 63045 For more InFornatbn see this job's general notes pope and these seb sites] tib y�A'� ALPINO WW¢.nlpinelts.coru TPIi W tpbstorgh SBCN ss..sbctndu tryargh ILO ssWlccsafeorg 46.,. M1V 0 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 DC DL=6.0 psf, Kzt = 1,00, Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3,0', min) nails at 8' o.c, plus clusters of four nails where shown In figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species. NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections. uVARINN(dND ww WAD AF[1LOV ALL ROTES ❑ OR N TORS MAIMS eeiIPOATANTo FIAINISN TIM DRASlM TO ALL CONTRACTORS INl1. MM THE INSTALLERS Trusses requlra extreme care In fabricating, handling, shipping, InstalUnO and bracing. Refer to and follow the latest edtbn of BCSI ®Wtl4,g Conpanent Safety If--=, by TPI and SWA for safety actices prior to perfornOng these functions. Installers shall pro t¢npornry bratlng per BCSL Unless noted otherwise, top chard shall have properly ttoched structural stoat ; and baeton cha ��� shall hove a properly attached SCSI s.ctt. Locntbns shaven far pernonent lateral restraint of aew ce shall have M- hstnll¢d per SCSI s¢ctlans BB, BT or BID, ns npplknble. Appiy, plates to tto face of truss and vositlan os shown above and on the Joht Datalls, unless noted otherwise. Refer to drnwMgs 160A-Z for standard plate positions. n Alpine, a .10,I of ITV Guiding Conponents Grail Inc shall not be responsible for my devintion fr AN RWCOMPAW this dray nil any fa0.ure to bu ld the truss In confornonce with ANSI/TP1 1, or for rmndllng, shipping, Iliallnibn L trod.. of trusses. Aasscall — this drowhgy or cover pa a Usth,p this drawhp, hxDcntes aaaeptonae of professlonnl trot ,kthe NresDonsbM1ltrtY o the of this d BuadinD Designer Per ANSi/TPI 1 SOCZ any s ucture Is TOTAL TOP CHORD r`g� %4eGE�SF �� '' EXCEEDAD ❑40TPSF O. g Na r(DEAD PLUS LIVE) R ATE. OF A -�A90L 0 8�0 `ew� DUR, FAC, 1,15/1,25 NdyL9'%(�Ai®i �.�t``' nn•nr.ir nee C F 2X4 SCAB O.H. TE 10/01/14 WG ❑HSCBRX41014 O 12 (2) 16d TOE NAILS VARIES �% OPnONAL- SCISSORS BOTTOM CORD t 1 r! (2) 16d TOE NAILS 8-0-0 MAX. SPAN L 3 TYPICAL END JACK (EJ) 1 N.T.S. i i i s i I t 's i t s 3 t sr-1�2 (4) 16d NAILS VARIES ✓ See Connection Detail —(4) 16d NAILS See Connection Detail TYPICAL CORNER JACK (CJ) N.T.S. I(CONNECTION DETAIL BJ) v = (2) 16d GUN NAILS m FOR EACH LOCATION JF SHOWN TOP & BOTTOM 2x4 SYP Nailer 16" Long 6'-0" MAX. Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SEf LAYOUT N.T.S. B 0 12 VARIES (4)-16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. TYPICAL CORNED SET INSTALLATION%® v�LRT� fss� TYPICAL LADING (P.S.F.) �`�`C, G°E•Ns - ��, nLE: SHINGLES: TOP LIVE LOAD:1 20 20 No �. s MANUEL MARTINEZ, P.E. TOP DEAD LOAD; 15 7 BOTTOM DEAD LOAD: 10 10 " '�:• e FLORIDA REGISTERED ENGINEER TOTAL: ' 45 37 'STRESSi'INC. 1.25 1.25 =� = � '/61>~ 4 LICENSE # PE 47182 WIND DESIGN: M X. 160 MPH PER STATE OF ` ASCE 7-10 MA) 24" O.C. ®�fi•.°�C V` **WARNING** Read & Follow all notes on this drawing. i��s "° 0 R `Q Furnish this drawing to all' ontractors including the installers. ���� SIQ ••`•���\ teas dddlllOClil N❑TEi Details 1 (2) 10d COMMON (0.148'x3,0') OR BOX/GUN (0,128'x3,0') NAILS AT TOP AND BOTTOM OF 2xt SCAB —ON BLOCK. ATTACH STRDNGBACK TO BLOCK W/ (3) 10d COMMON (0,148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3,0') NAILS, STR❑NGBACK BRIDGING REC❑MMENDATI❑NS 1 BUTT STRDNGBACK BRIDGING TOGETHER 4' —0. ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 <0,128'x3,0') NAILS IN 2 ROWS AT SCAB 6. D.C. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRDNGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STR❑NGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH STRDNGBACK TO O WEB W/ (3) lOd COMMON (0.148'x3') NAILS OR (4) 10d BOX/GUN O — 28'x3.0') NAILS a O 0 STRDNGBACK BRIDGING SPACING REQUIREMENTS Up to W None required W to N 1 rev fat center of 2(' to 3V 2 roes 0 at each In ) 3V to 0 3 rats 0 at eadl U4 ) Oyer 40 ros at LY w. pdnW a ATTACH STRWGBACK TO BOTTOM CHORD WI (2) B10 — 3' SCREWS STR❑NGBACK BRIDGING ATTACHMENT ALTERNATIVES ■sVVAW@On RFAD AM FaLDV ALL =13 m 71W HRAWM ssMIMARPu Fi1Ri M 7M DRAVD6 TD ALL C13MAMIM DICUMM 1M Ir6iALL.Elerw Trusses re quM a extrene core In febricati g, handhp, Instal and Refer to and follov the latest edHon of 11M (IItltiip Cal.Iwnerrt Safety ornvtlan, y TPI and S > for safety Dracdces prior to perfanhp these Fuxtionw, Installers shnU provide tmpar¢ry yra�np per BCSL Unless noted oiherwlse, top dwd shall have property nttndxd struchrat sfienwnp and batten d—d shall have a properly attached rB�d ceEl+ Locations storm for�pplarnonentplpaptteral restraint of webs D� oohn=' �opdrg Installed t.. above and on the BJdnt DDetals, n�+dcsnoted -W+e�rda0. to each face Refer to draw lrrgs IBOMZ for standard plate position. Alpine, a dvlsIon of ITV NbRIV Canpments rrap lac. shall not be respamWle for why deviation fron AN RW COMPANY this drawing, any fallure to btiW the truss In ca For�nce wkh ANSLTPl 1, or far hano", ~nji, Installation 6 bracing of trusses. A seal on this drawft or cover pap* Ustig Oft dradrg, bxscates acceptance of profnslenal Eanh City, MO a3045 I For ALPD0 s ►All scab -on blocks shalt 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.) The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably. 'Bracing' is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each Individual truss component. 'Bridging,' particularly 'strongback bridging' Is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce 'bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the Installation of strongback bridging and therefore Is strongly recommended by Alpine. For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information). _ TC LL PSF ,TM ye> !(s TC DL PSF ,y^* Na 047182 #".... : BC DL PSF BC LL PSF ,c NAL TOT, LD, PSF ea'a, +omsaserr se m tv cenasmms era DUR. FAC. 1.00 SPACING REF STR❑NGBACK DATE 10/01/14 DRWG STRBRIBR1014