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Home My WebLink AboutTRUSSSCANNED BY b St. Lucie Count/ RANEY COMPONENTS aneyf 19900 Independence Blvd. Groveland, FI 34736 amanr1nts, ttc one: (352)429-9429 * (352)429-0304 * Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00040 Printed: Thu, May 17 2018 -✓on lntormanon: Address: EOR Name and License Number., customer Name: Creekslde Lot 40 DR Horton 8717 Cobblestone Dr Qescdptfon: City, State, Zip: 4EGB-Galen-2432 "H" OL Fort Pierce, FL 1 .4;"i 1"f�#;� Roof Loads: Floor Loads: TC Live: TC Dead: BC Llve: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 5 Bldg. Code: Wind Sid: Wind Speed. Bldg. Useage: Building Type: 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 SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A2 3 A3 4 A4 5 AS 6 A6 7 A7 8 A8 9 A9 10 A10 11 All 12 Al2 13 B1 14 B2 15 BJ1 16 BJ3 17 13J5 18 EJ5 19 ER 20 CJ5 21 CJ7 22 Mvi 23 MV2 24 MV3 25 MV4 26 4M1 27 413J1 28 48,13 29 4CJ5 30 FT1 31 F172 32 FT3 33 FT4 34 FT5 35 FT6 36 FT7 37 FT8 38 FT9 39 FG1 40 FG2 41 4EJ3 42 4CJ3 43 4D2 44 4D1 DlgltallysignedbyManuelMartinez a n u e l�0,.9.2342.19200300.100.1.1=AO10980000 ON, c=. ati e, ou ust ACES Business Representative, ou=M AND E ASSOCIATES PA, cn=Manuel Martinez, ae. • 0014B4CF�8FE960000211F 0afe:201.$,p5.1716:15:07-04'00' * �{ rt' n i� Adobe Acrobat DC version: . 2015,006.30418 2 ar' SERIALt 40 015A38 FF 5B 81 BO BB 7F48 00 99 2E &5 FB kIlamhjibcc sorts ros}ztptedjot acaledbyrltaeuz4Martin=, M. Lk.04TIN210AL Ca3�.shaarrs abarm tssingffisFi.1>L sendsa.r�,cada- xtaatndz�eas�ilvsd maa�rn caysa�xad stoma znd �akd �c tir�tsfiA.: ent�SS�surrfams�t �ae�rN.�irat aa^ie�ect��#M cm¢tas. Ilia C Page 1 of 1 Job Number: 36CS00040 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: Al Ply: 1 SEQN: 6843461 T9 / COMN Qty: 3 FROM: GLM DRW: Wgt:186.2'Ibs I I .. / ... 18'9'1 1"1 7'7"13 '2"2 14'10"4 16'10" 1'1� 26'0"9 33'8" � 77"13 6'8"2 1'11'1 r T2"13 i 777 1 6X4 ®4X6 B3X4 -3X8 s3X4 -4X6 912X4 SEAT PLATE REQ. 33'8" 45"15 76"12 24 23"4 26"12 2465'"5 I" 1214612T6 914 21'81115 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 21.79 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.37 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 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. Snow Criteria (Pg,Pf In PSF) DefI/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Pf: NA Ce: NA VERT(LL): 0.153 L 999 240 Lu: NA Cs: NA VERT(TL): 0.418 L 999 180 Snow Duration: NA HORZ(LL): 0.057 J - - HORZ(TL)[ 0.106 J - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.527 TPI Std: 2014 Max BC CSI: 0.579 Rep Factors Used: Yes Max Web CSI: 0.876 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 0 40 015A38 FF58 8180 BB 7F49 00 99 2E 85 FB ma itamfun un waWtry aaa:,xArnartme4 €rL. uic.94'104 ontthe daft shown abada among a 5RA-1 avaY, enasatuias raxfe.. wlatxdcr ia'xorrfss drys mmA aaanot cmnsloered Apodandmled and dr-SFA,1 Laf+antRs Son code neat bt*m1Wcnaideawnk pia:. t 05/17/2018 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1327 / 636 / 714 / - / 255 / 8.0 1 1263 1598 1653 /- /- /- Wind reactions based on MWFRS B Min Brg Width Req = 1.6 1 Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 E-F 1190 -1661 I B - C 1541 -2630 F - G 1197 -1661 C - D 1207 -1934 G - H 1244 -1935 D - E 1230 -1922 H -1 1594 - 2645 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2365 -1329 M - L 1696 - 872 P - O 2361 -1328 L - K 2376 -1355 O - N 2361 -1328 K - J 2376 -1355 N-M 1695 -881 J-1 2361 -1A Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 300 -17 M - G 507 -664 C-N 487 -716 G-L 453 -212 N - E 451 -199 L - H 535 -731 E - M 505 - 662 H - J 304 - 30 F - M 1269 - 922 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" - FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS luire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, b TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary rtYiey BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny �id ceilingg Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, 137 or 610, pm mntrrts ur e. Apply lates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. (2efer to t 60A-Z for sgandard plate positions. a division of ,I NI T, or for n acceptance any structure failure to build the g or cover pa e rn. The Sul bility • Job Number: 36CS00040 Ply. 1 SEQN: 684344 / T45 / COMN 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL a 1 FROM: GLM DRW. Truss Label: A2 Wgt: 186.2 Ibs .. / ... 06/17/2018 ta's"1 1'11°1 T7°13 '2"2 14'to"4 16'10° i 26'0"9 33'8" r 7'713 6'6"2 1'11"1 , r' 7'2"13 + 77"7 SEAT PLATE REQ. Fa5X6 1112X4 e4X6 83X4 WM8 a3X4 m4X6 112X4 33'8" N `d n =4X4(A2) SEAT PLATE REQ. 1' T6"1 4515 2'6"12 2'3"4 23"42'6"12 45"15 T6"1 r + 761 + 12' + 14'6"12 h 16'10" } 19'1°4 F 21'8" 26'1"15 33'8" Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Lot- R / U / Rw / Rh / RL / W B 1326 / 635 / 714 / - / 255 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.152 N 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.417 N 999 180 1 1264 / 598 1653 /- /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.056 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ 0.105 J - - �L) B Min Brg Width Re 1.6 q Code / Misc Criteria NCBCLL: 10.00 Mean Height: 21.79 ft 9 Creep Factor: 2.0 ! Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.523 Bearings B & I are a rigid surface. Load Duration: 1.25 BCDL: 5.0 sf p MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.573 Bearings B & I require a seat plate. Spacing: 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 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. B - C 1540 - 262B F - G 1195 -1659 C - D 1205 -1932 G - H 1243 -1933 D - E 1229 -1920 H -1 1588 - 2637 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2363 -1328 M - L 1694 - 871 I P - O 2359 -1327 L - K 2367 -1349 O - N 2369 -1327 K - J 2367 -1349 N - M 1693 - 879 J - 1 2372 -1350 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 300 -17 M - G 507 -664 ark � C-N N-E 487 -715 451 -199 G-L L-H 452 530 -211 -724 STATE E - M F - M 505 - 662 1268 -922 H - J 301 - 28 40015A3E.FF 5581 SO BB 7F48 00 99 2E 95'FB '#;hlter:;irsabccn akctrers.;sa"3gzbgnedars�aealudt=y tAasrrtt Marttttr:; FE i)FL. 1k. C471121 an 01$ daU ShownabM.Ming 2 SNA-1 �sentlnx�ara�e. s=zMed cupinafthis dsxiv.a°mSmt aat amiiimd AgrAdmdmibd oral 114&.a.1 auftwtmikA code rns*3t to vnifed-om wi dmtfank cwlna. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporarrYy;h bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, om Janp�rts tz as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 1. 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 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of rofesslona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. For more information see this job's general notes pacand these web sites: ALPINE: www.at ineilw.com; TPI: www. inst.o ; SBC/A www.sbcindu .tom; [CC: www.icesafe.org t It Job Number: 36CS00040 Ply: 1 SEQN: 684353 / T6 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: A3 Wgt: 168.0 Ibs .. / ... 0511712018 7'7"12 2"2 15' 25'S"14 "4 33'8" 7'7"12 6'9"14 3'8" 6'9"14 7'7"12 m3XI 4,7 05X8 =5X6 E F 1112X4 e•4X6 !'3X4 sa3X8 a4X6 1112X4 SEAT PLATE REQ. 33'8" SEAT PLATE REQ. h1 76" { a6" 1 3 36"4 1 31^tz 1. 46" 1 TV -F-1-1 7'6" 12' 15' 18'6"4 21'e" 26'2" 33'8" Loading Criteria (psq Wind Criteria Snow Criteria (P9,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in to(; 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 / 727 / - / 243 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.392 N 999 180 1 1325 / 637 / 727 / - / - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.057 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(-fL): 0.107 K - - B Min Brg Width Req = 1.6 NCBCLL: 10.00 Mean Height: 21.41 ft TCDL: 4.2 psf Code! Misc Criteria Creep Factor. 2.0 1 Min B Width Re 1.6 r9 q Soffit: 2.00 BCDL: 6.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.540 Bearings B & I are a rigid surface. 9 g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.606 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 it Rep Factors Used: Yes Max Web CSI: 0.423 Loc. from endwali: not in 9.00 It FT/RT20(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 F - G 1269 -1875 Lumber B - C 1619 -2632 G - H 1245 -1888 Top chord 2x4 SP #1 C - D 1250 -1895 H - I 1618 -2632 Bot chord 2x4 SP #1 D - E 1274 -1883 1- J 23 0 Webs 2x4 SP #3 E - F 1261 -1674 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Camp. member. Or 1x4 " T" reinforcement. 80% length of web member- Same species & SRB or better, B P 2367 1361 M L 2363 -1387 grade attached with 8d Box or Gun (0.113"x2.5",min.)nails Ak M44P - O 2363 -1361 L - K 2363 -1387 6" oc. ° i� �es ve �'� O - N 2363 -1361 K - 1 N-M 1671 -876 2367 -1391 WindZr 11,44 V. . Member design based on both MWFRS and C&C. s No 047102,Webs Maximum Web Forces Per Ply (Ibs) Tens.Comp. Webs Tens. Comp'. P-C 312 -16 M-F 429 -256 IM XWS C - N 527 -753 M - H 530 -768 E-N 427 -215 H-K 314 -17 "STATE,. E - M 189 -183 40 01 5A 38 FF 55 81 BO BB 7F48 00 59.2E85 FB €kilt ltamiraaLsarsela _ si}�rad�aSsealed 4y rAaaerrl Marttnaz (t;i,. 1.�...ffi3i.E9�! an Elr��aS� shaw�taEra�.tf^�Srg a stud. ` fani�r3tma�uJa- ar�ata�f cagNa��d�s dtxat mtvttt�as�d��xe8 ssa9�nd r�alns& aaac tk[t.5:r,A"'3 as�^I�anGta4q¢oila must 6s..ersrH#e:f rst acpatatranis a�laz, "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, bV TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy ctilctJ bracing per BCSI. Unless noted o�therwise,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 bracingg installed per BCSI sections B3, B7 or B10, Oe; f�,n¢ei r3r as applicable. Apply plates to each face of truss and. position as shown above and on the Join Details, unless noted otherwise. (2efer to t drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handlin, shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ listing this drawing indicates acceptance of professlona7 engineering responsibility solely for the design shown. The suitability and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI!TPI 1 Sec.2. f Y i10 Job Number: 36CS00040 :,v. , Ply: 1 SEQN: 684348 / T3 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 1 FROM: GLM DRW: Truss Label: A4 Wgt- 166.6 Ibs I .. / ... 05/1712018 T77"12 2"2 15' 18'8" 25'5"14 °4 33'8° 7'"12 6'9"14 3'8" 6'9"14 77"12 05XB E5X6 E F W2X4 =4X6 -3X4 e3X8 =4X6 @2X4 SEAT PLATE REQ. 33'8" _ i 7'6" 4'6° 1 3' 3'6"4 3'1"12 4'6" 7'6° 7'6" 12' 15' 18'6"4 21'8" 26'2" 33'8" Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.144 M 999 240 B 1327 1638 / 727 /- / 230 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.394 M 999 180 1 1263 / 600 / 666 1- /- / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.057 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.107 J - - (T ): B Min Br Width Re 1.6 9 q NCBCLL: 10.00 Mean Height: 21.41 it Code / Misc Criteria Creep Factor: 2.0 1 Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.554 Bearing B is a rigid surface. Load Duration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.615 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.433 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it Ff/RT.20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1264 -1679 Lumber B - C 1632 -2636 F - G 1284 -1881 C - D 1265 -1900 G - H 1260 -1894 Top chord 2x4 SP #1 D - E 1288 -1888 H -1 1659 - 2652 Bot chord 2x4 SP 91 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 - O 2372 -1419 L - K 2384 -1421 member. Or 1x4 "T" reinforcement. 60% length of web member. Same species & SRB or better,fl O - N 2367 -1419 K - J 2384 -1421 grade attached with 8d Box or Gun (0.113"x2.5",min.)nails N - M 2367 -1419 J - I M - L 1676 -936 2388 -1421 @ 6" oc. Hangers / Ties A' 0 ".. Maximum Web Farces Per PI Ibs y (Ibs) " (J) Hanger Support Required, by others No. 04,7102 Webs Tens.Comp, Webs Tens. Comp. Wind il O-C 312 -16 L-F 431 -268 Member design based on both MWFRS and C&C.low 0 C-M 526 -753 L-H E - M 427 -217 H - J 558 -776 316 -25 E-L 190 -183 STATE - . 4001SA 38FF5881B08B7F4800992E95FB 3FS& ItarsHrmksen ekrrtxa'sw�1d a�asxlad t+Y brss..,�7 tAartimcs, SSE. fFt. Lk.C+ nN2,1 on the daft ahawn atxm:tehig aS1444 ass3hant§ta3 Sditd. S�£ntede�imsatxt�sd •^^�-*aye mat cr�ss?dercd sPgnsr3 mad saal�d an6ti�iasaheatisaSs�sco�emts�rGaas+if�sl.rnadectrarsk caom. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary �lneiJ bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, omntnts,nr as applicable. Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. f2efer to J drawings 160A-Z for standard plate positions. Alppine, a division of ITW Building�Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlingf 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 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 ineitmoom; TPI: www. inst.o ; SBCA: www.sbcindu .com• ICC: www.iocsafe.orq Job Number: 36CS00040 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: A5 I a I TT SEAT PLATE REQ. TT'12 13' 77'12 54"4 b5X8 D Ply: 1 SEQN: 684333 / T15 / HIPS Qty: 1 FROM: GLM DRW: Wgt:166.6lbs I I ... / ... 20'8" T8" =5X6 E 26'0"4 + 33'8" 5'4"4 77"12 112X4 M: X6m3X4 -5X8 112X4 33'8" T6" 12' I T6"4+ "+ T6" 20'6"432'2; 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: 20.99 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.37 it Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP 93 Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. y 05/17/2018 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.141 J 999 240 B 1327 1640 1736 / - / 202 18.0 Lu: NA Cs: NA VERT(TL): 0.386 J 999 180 G 1263 / 602 1674 / - /- / - Snow Duration: NA HORZ(LL): 0.055 H - - Wind reactions based on MWFRS HORZ(iL): 0.103 H - - B Min Brg Width Req = 1.6 Code / Misc Criteria Creep Factor. 2.0 G Min Brg Width Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.571 Bearing B is a rigid surface. TPI Std: 2014 Max BC CSI: 0.527 Bearing B requires a seat plate. Rep Factors Used: Yes Max Web CSI: OA53 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 D D - E 1374 -1867 B - C 1645 - 2604 E - F 1411 - 2068 C - D 1422 -2075 F - G 1659 -2621 40 015Ai38 FF 53 k 80 flB 7F49 00 99 2E 85 FB ThU item hnhem wd=aladby rA&s lNutmta, F'E (L. uc.R4STint M1Ac daft&'11Mwoabum Vda; Z'SK&-t a�.�temt=caT�as ffeafc. wztad ccplesafft d=L-=taw vat cs hkiad Vutdmil=lad and iaz.Mifw marr dMtMnk cMlaa. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - L 2337 -1427 J -1 1863 -1087 L - K 2333 -1427 1- H 2350 -1429 K - J 2333 -1427 H - G 2354 -1430 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. L-C 248 -18 1-E 470 -231 C - J 395 -546 1- F 417 -5M D - J 469 - 208 F - H 256 - 31 D - I 178 -173 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS guire extreme care in fabricating handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, byv TPI and'SBCA) toy sa ety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly aaid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. AooTv plates to each face of truss and oosition as shown above and on the Join f Details. unless noted otherwise. (tefer to a division of rfPl 1; or for h acce tance any s�tcture ml n f_ norm o its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability irlrcy . . � OA?jTAliirtfS ux } Firm Job Number: 36CS00040 Ply: 1 SEQN: 684357 / T11 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: A6 I Wgt: 166.6 Ibs .. / ... 05117/2018 77"12 + IT 7'7"12 54"4 �:-5X8 D 20'8° 26'0"4 33'8" TB" + 5'4"4 h 77"12 S5X6 E 102X4 m3X6=3X4 m5X8 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 33'8" �1+ 76• + 46° +1 , 76"4 1 57"12 + 76" �1. 776" 12' 13' 20'8"4 26'2" 33'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL lW TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): 0.141 K 999 240 B 1325 / 639 / 736 / - / 216 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.384 K 999 180 G 1325 / 639 1736 / - /- 16.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.055 1 - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.103 I - - B Min Big Width Req = 1.6 Mean Height: 20.99 ft G Min Br Width Re 1.6 NCBCLL: 10.00 sf Code / Misc Criteria Creep Factor. 2.0 9 q = P Soffit: 2.00 TCDL: 4.2 Bldg Code: FBC 2017 RES Max TC CSI: 0.552 Bearings B & G are a rigid surface. BCDL: 5.0sf P Bearings B & G require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.523 Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.439 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1402 -2061 Lumber B - C 1632 -2599 F - G 1632 -2600 Top chord 2x4 SP #1 C - D 1408 -2070 G - H 23 0 Bot chord 2x4 SP #1 D - E 1370 -1861 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 - M 2332 -1369 K - J 1858 -1027 'l 441 M - L 2329 -1368 J - 1 2329 -1394 i L - K 2329 -1368 i - G 2333 -1395 �s ra Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. - M - C 248 -17 J - E 468 -216 I C- K 396 -547 J- F 400 -553 e D- K 469 -208 F- I 252 -18 D-J 176 -172 40 015A3E FF 55 81 B0 813 7F49 00 99 2E &5 FB ThUItem 'ivas.#eereekdr<Mc / nedaaa9«coaledSayhlax IMarttaez; ' FE fFL. ttc.atdrIH2t auaa Pitaca3s shnweatxrrn ac,�ng a SHE& 3 iendrawsmda. xsaud ces�thss does�aat �®not rxxrdmd s�nmd anrl:aaF2d auad t9t¢.:.�5s't:1 ar€rhenroSvwrosc 9a ryw.t �e a�ifkxitmxacsgctectrarJ:. . cz�iax, -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, handlingshiigping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, by TPI an SBCA) r sa ty practices prior to performing these functions. Installers shall provide temposrrYy ctrrey bracing per BCSI. Unless noted o herwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, �m nnents,tu as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to f� drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildiphciComponents Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlia shippinq, installation and bracing of trusses.A seal on this drawing or cover page _ . listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. For more information see this i&sizieneral notes a and these web sftes: ALPINE: www.al ineitw.com: TPI: www. into SBCA: wwwsbdndustry,com; [CC. www.iasafe.erg Y I Job Number: 36CS00040 Ply: 1 SEQN: 684361 / T13 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 1 FROM: GLM DRW: Truss Label: A7 Wgt 169.4 Ibs / ... 05117/2018 t r 77"1F + '8"33 I 33'8" 7715105277"133 33 10" 364 1112X4 T E30 1 3a SEAT PLATE REQ. 102X4=3X4=3X6 m3X8 "3X6m3X4 IM4 3T8" 7'6"1 35"15 1' 4'10" 4'10" 1' 3'5"15 7'6"1 11' 12' 1V 0" 21'8" 22' 26'1"15 T, 9(A2) 1. SEAT PLATE REQ. 33'i_ 338" Loading Criteria (psq 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 loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.161 E 999 240 B 1325 / 640 / 739 / - ! 188 / 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: 11 Snow Duration: NA HORZ(LL): 0.055 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(fL): 0.102 J - - B Min Brg Width Req = 1.6 NCBCLL: 10.00 Mean Height: 20.58 ft Code / Misc Criteria Creep Factor. 2.0 H Min Br Width Re 1.6 9 q Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.534 Bearings B & H are a rigid surface. g 9 Load Duration: 1.25 BCDL: 5.0 sf p 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 It Rep Factors Used: Yes Max Web CSI: 0.277 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE 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 - I 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 jd P - O 2327 -1395 L - K 2001 -1169 O - N 2001 -1143 K - J 2327 -1421 N - M 2001 -1143 J - H 2330 -14,e1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Com Webs Tens. Coin 7 s p' p P - C 228 -21 M - F 388 -277 C - O 345 -448 F - K 387 -240 w . s D - O 387 -240 K - G 345 -448 D - M 388 - 278 G - J 228 - 22 S J E - M 312 -355 40 01 SA8 FF 5B 81 BO! BB 7F48 00 99 2E 85 F8 TU Itatnl=bN ek spad and walad by bAaasaA Wtttnaz n VL. 1k.04710i ana53ttu3 . av^tbemCcaticaslc, pdbtnd crpLaraifLd =.ri+•«A=o not 02uadsud%kn4d ae9 z lad zaac tMc �a i tenY:caatazsce�a met a�arxif�d en astefect�riE "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary extiey, bracing per BCSI. Unless noted ditherwise,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, otx wnents xte as applicable. Apply plates to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to 7, drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI 1, or for handling shippin , installation and bracing of trusses.A seal on this drrawing or cover page_ listing this drawing indicates acceptance of protessionak engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. For more information see this IoVs general notes page and these web sftes: ALPINE: wrvw.al ineihv.com: TPI: www.tp*inst.org; SBCA www.sbdndu .coin; [CC: www.locsafe.org t T Job Number: 36CS00040 Ply: 1 SEQN: 684329 / T14 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: A8 Wgt: 169.4 Ibs / ... 05/17/2018 77"13 11' 18'10' 22'8" 26'0°3 T7"13 3'4"3 5'1F" 5'10" 3'4"3 7'7 13 1112X4 D—_6 6 E @6 BF T ,2 5 U7- g3X4C G zzj3X4 v =4N(A2) B H—4X4(A2) 3z� 0 O N M L K J I SEAT PLATE REQ. 112X4 m3MmM =M ' 3X6!�3X4 012X4 33'8° 1' 4'10" 4'10" 1' 35"15 T6"1 T6°1 11' 12' 16'10° 21'8" 22' 261"15 33'8" 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: 20.58 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.37 it LOG. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes Ff/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefi U# VERT(LL): 0.161 E 999 240 VERT(TL): 0.440 E 999 180 HORZ(LL): 0.055 1 - - HORZ(TL): 0.103 1 - - Creep Factor. 2.0 Max TC CSI: 0.560 Max BC CSI: 0.529 Max Web CSI: 0.280 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 40 01 SA38 FF 58 8180 BB 7F48 00 99.2E 85 FB *,U hemhaat+ ant waled W FAary lMartha., rE (R. ttt.C,irE�(tm tfr¢�aSc 5iW@!Ik aL^smn w.tng a 5Nk>i a�.dian�.ca�tsc. £`mend cs�t�:s�xf� dos,so,�at aym m�vecxxuE�.§:aod �.ztnsf sealed and th�.�a 3as�ienc&a4�¢al�e.'sw;.t:tina�i§f�drac arxyrdecfmnY_ ar�7ax. ♦ Maximum Reactions (Ibs) LOG R / U / Rw I Rh / RL / W B 1327 / 642 1739 / - / 175 / 8.0 H 1263 1604 /677 I- /- /- Wind reactions based on MWFRS B Min Brg Width Req = 1.6 H Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. T r� 1 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 23 0 E- F 1643 - 2312 B - C 1674 - 2602 F - G 1533 - 2227 C - D 1540 -2221 G - H 1677 -2620 D - E 1643 - 2312 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp.. Chords Tens. Comp B - O 2335 -1453 L - K 2009 -1196 O - N 2331 -1453 K - J 2009 -1196 N - M 2005 -1202 J - 1 2349 -1456 M - L 2005 -12D2 I - H 2353 -1457 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. O - C 228 -21 L - F 386 -272 C - N 344 -447 J - G 357 -466 D - N 387 -240 F - J 396 -246 D - L 391 - 280 G - 1 233 - 35 E-L 314 -356 **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 Componen� Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperlyfc—&W attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 61D, ntn mncrus.,u as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to i drawings 160A-Z for standard plate positrons. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIIi PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page . listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Y t L4EGIB-Galen-2432 Number: 36CS00040 Ply: 1 SEQN: 686323 / T27 / HIPS "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM:GLM DRW: s Label: A9 Wgt: 177.8 Ibs ... / ... 05/17/2018 T =3X 4'9"14 9' 16'9" 24'0'13 31'8'1 338" 4'9"14 4'2"2 7'9" T3"12 77"4 1'111 35X8 =3X4 v5X6 a5X6 a3X4 m4X6 m4X12 H4X4 SEAT PLATE REG. 338" 774 f'1 9' f' 6 5"8 h 21'8" + 240"13 r 3 8 1 13 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.16 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.37 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0. 1 13"x2.5",min.)nails @ 6" oc. Hangers I Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Snow Criteria (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 DeflICSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.199 E 999 240 VERT(TL): 0.545 E 999 180 HORZ(LL): 0.0491 - - HORZ(TL): 0.092 1 - - Creep Factor. 2.0 Max TC CSI: 0.645 Max BC CSI: 0.663 Max Web CSI: 0.709 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 40 015A 38FF 50 81 B0 88 7F49 00 99 2E 85 FB SltaresAaa E+�eYr cle , stzd'mszalndtry tRarn..^1 h@mrthtax,. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1331 1749 / 766 1- / 168 18.0 1 1259 /717 /600 /- /- !- Wind reactions based on MWFRS B Min Brg Width Req = 1.6 1 Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A- B 23 0 E- F 1599 -2359 B - C 1761 - 2688 F - G 1599 - 2359 C - D 1617 - 2449 G - H 506 - 737 D - E 1922 - 2848 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 2435 -1715 L - K 2861 -1877 N - M 2232 -1501 K - J 692 -466 M-L 2861 -1877 J-1 1 -1 M Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - N 236 -225 F - K 358 -415 D - N 373 -104 K - G 18M -1200 D - M 691 - 435 G - J 680 - 888 M - E 272 -167 J - H 1234 - 831 E - K 383 - 565 H - 1 869 -1278 :€€('FL,i€c.�zJSHx)cnr3,�aiur.�tar��aaGs¢wauaing�sa3&a mxatheaC,sasaaada. s'�'mmd cop�cfus daeots�^bmm mzsttxvui�asd �4e'�� marl :caktd t},enut fine aAfaed mawdm1m&- =10S.- **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary Erne bracing per BCSI. Unless noted olherwise,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, om ravens, ur as applicable. Apply plates to each face. of truss and position as shown above and on the Joint- Details, unless noted otherwise. kefer to F, drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildintLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIlfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pr ) essiona engtneedrig 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. Y Job Number: 36CS00040 Ply: 1 SEQN: 684365 ! T8 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: A10 Wgt 162.4 Ibs / ... 05117/2018 14 9' 18'10" 24'8 28'10"2 33'8" r 4'9"14 + 4'22 + T70" + T10" F 4'2"2 } 4'9714 ga5X8 D Ifl2X4 E 5X8 F 11 =3X4 =3X6 =3X8 =3X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 33'8" 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 Webs 2x4 SP #3 3' + 4'10" 4'10" 3' + 9' +1� 9' 12' 16'10" 21'6" 24'8" 33'8" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 20.16 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.37 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NI 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)/l0(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in too Udell U# VERT(LL): 0.207 E 999 240 VERT(TL): 0.561 E 999 180 HORZ(LL): 0.059 J - - HORZ(TL): 0.109 J - - Creep Factor. 2.0 Max TC CSI: 0.630 Max BC CSI: 0.695 Max Web CSI: 0.670 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1325 1751 1737 / - / 160 / 8.0 H 1325 1751 / 737 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 H Min Brg Width Req = 1.6 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 E-F 1951 -2851 I B - C 1765 -2674 F - G 1618 -2434 C - D 1618 -2434 G - H 1765 -2674 D-E 1951 -2851 H-1 23 0 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 2422 -1518 L - K 2217 -1325 N - M 2217 -1299 K - J 2217 -1325 M - L 2217 -1299 J - H 2422 -1544 10Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. No 047102. C-N 243 -227 L-F 704 -484 j D- N 383 -108 F- J 383 -108 D - L 704 -484 J - G 243 -227 E - L 395 -463 STATE 40 015A38 FF 5981 BO BB 7F48 t)0 99 2€S5 FB 'a3at; by i amcl Martdie,A M. j"t. Uc.947101 cn t? a daft shawa alawd War; a SRA-a aexihcndct!iemszd& ftlatmd ccptaxafsf n dixtamstairm a w crssi&aad %%nzdamd=lad and 0m V-A-1 aa.4hantmE%acode mrnr bzwAfix, d cm aw daIrank ccom "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '"IMPORTANT•" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly �id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, e._ Apply plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to a division of any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rP11 Sec.2. amey arrltrvrrentsy ur Y Job Number: 36CS00040 Ply: 1 I SEQN: 686325 / T46 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: All Wgt: 207.2 Ibs / ... 05/1712018 18181 i'� 1'8"3 4'2"15 7 + 10'11"14 I 14'10"1 + 17' �_ 268" 2g5" r 4'2"15 2'9"1 3'11"14 3'10"2 2'1"15 3'11"14 3'11'14 29" 4'3" fi t° -3 in =H0308(C3) 33 A 12 =8DX8 =4EX4 TC2 IM4 =H0710m3X4 =4X4 TC3 5 r7 F G. H I ZIMJ 04990 AN'- PmApl U T S R Q P O" N =3X4 =6X6=-H0710 m4X10 =4X4 =H0710=6X6 -3X4 SEAT PLATE REQ. 33'8" �1' + 6'8"8 + Ll!"24 �'11 11 Q 6'8°8 108'6 12' 210"1 18" 1h 41 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 19.74 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 " C&C Dist a: 3.37 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: Bot chord 2x6 SP M-26 Webs 2x4 SP 93 :W3 2x4 SP #1: Special Loads --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 pif at 7.00 TC: From 28 pif at 7.00 to 28 pif at 26.67 TC: From 55 plf at 26.67 to 55 pif at 34.67 BC: From 4 pif at -1.00 to 4 plf at 0.00 BC: From 20 pif at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 26.64 BC: From 20 pif at 26.64 to 20 plf at 33.67 BC: From 4 pif at 33.67 to 4 plf at 34.67 TC: 222 Ib Conc. Load at 7.03,26.64 TC: 1691b Conc. Load at 9.06,11.06,13.06,15.06 16.83,18.60,20.60,22.60,24.60 BC: 483 lb Conc. Load at 7.03,26.64 BC: 126 lb Conc. Load at 9.06,11.06,13.06,15.06 16.83,18.60,20.60,22.60,24.60 Wind Wind loads and reactions based on MWFRS. D308(C3) M SEAT PLATE REQ. 2� 3'11'14 +1� 21'e" 13"1 26'11"8 33'8" 2211"10 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefi L/# Pf. NA Ce: NA VERT(LL): 0.505 F 792 240 Lu: NA Cs: NA VERT(TL): 1.364 F 428 180 Snow Duration: NA HORZ(LL): 0.099 N - - HORZ(TL): 0.182 N - - Code 1 Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.741 TPI Std: 2014 Max BC CSI: 0.645 Rep Factors Used: Yes Max Web CSI: 0.529 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): HS, WAVE VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W V 2989 11757 1- / - / - 16.0 L 2989 / 1757 /- / - / - / 8.0 Wind reactions based on MWFRS V Min Brg Width Req = 2.5 L Min Brg Width Req = 2.5 Bearings V & L are a rigid surface. Bearings V & L require a seat plate. T Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - B 23 -20 G - H 5663 - 9629 B - C 4129 -7007 H - I 5650 -9612 C - D 4035 - 6942 I - J 481 - 8490 D - E 4983 - 8496 J - K 4035 - 6942 E - F 5663 - 9629 K - L 4130 - 7008 F - G 5663 -9629 L - M 23 -20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. g, MANi 0 B - U U - T 6423 -3773 6370 - 3712 Q - P P - O 8619 -5072 8619 - 5072 T- S 8623 -5074 O- N 6371 -3712 a a¢ S - R 8623 - 5074 N - L 6424 - 3773 rr NO 047182 R - Q 9660 5693 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. STATE. 'OF? C - U U D 65 -23 549 H - Q Q 1 415 -457 1245 - -144 - -725 e D - T 2674 -1599 1-0 891 -1256 w T- E 885 -1243 1 O- J 2666 -1595 123 0/ F - R 398 -429 N - K 55 P ......_.:,.� R-H 37 -39 40 015A38 FF 5B 81B0 SB 7F48 00 99 2E S5 FB ThU ltamhR bom nle _ z#, ned-arA=aiad by MwAtAan§+as. cE.(Ti..tk.GTT.t�3.'t e2tGlic dada-ffihGWhamv.angask$kx2 asa�an�a3�ssrda. PA=dCsa hmafthhd ew =� mot azAdwed*wdmdxaala6 -d theSgA.A"AC r t h. W&W MMycle tmrk cooks. ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > re uire extreme care in fabricating handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, by TPI anrTSBCA) toi satPety practices prior to performing these functions. Installers shall provide temposttyy ftriey Ber BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, B7 or 610, cam xutrus un cable. Apply plate. to each face -.and f trus position as shown above and on the Joinf Details, unless noted otherwise. itefer to t is 160A-Z for standard plate positions_ a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability le of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. T Job Number: 36CS00040 Ply: 1 SEQN: 686320 / T1 / HIPM 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: Al2 Wgt: 218.4 Ibs / ... 0511712018 20'2" t• 4+' + '1 F19' 1224'5"13 0115"55 5""13'1� 4'5"12 7-6'4 1155 4S05 341"3 33'8" 495 =H030 c7X8 =3X4 =3X4 saH07101112X4 =4X6 =5X8 12 D E F G H I J m6X8K hk m'." 1 no", I T S R-"' Q P O N M L =3X4 =6X6 3X4 =4X12=110710 =4X10 =7X8 1114X10 SEAT PLATE REQ. 33'8" r1'+ 668'8 4'5"5 L3573F 4'1'5 � 4'44 111"724 21"3 33'88 13 12i 7"3 033 24'10"13 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 19.74 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.37 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x6 SP #1 :TC1 2x4 SP #1: Bot chord 2x6 SP M-26 Webs 2x4 SP #3 :W3 2x4 SP #1: Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member_ Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Special Loads ---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 7.00 TC: From 28 plf at 7.00 to 28 plf at 33.67 BC: From 4 plf at -1.00 to 4 pif at 0.00 BC: From 20 pif at 0.00 to 20 pif at 7.03 BC: From 10 plf at 7.03 to 10 plf at 33.67 TC: 2221b Conc. Load at 7.03 TC: 1691b Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06,25.06,27.06,29.06, 31.06 33.06 BC: 483 Ib Conc. Load at 7.03 BC: 1261b Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 33.06 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# PY NA Ce: NA VERT(LL): -0.485 F 828 240 Lu: NA Cs: NA VERT(TL): 1.307 F 449 180 Snow Duration: NA HORZ(LL): -0.089 D - - HORZ(TL): 0.166 D - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.721 TPI Std: 2014 Max BC CSI: 0.621 Rep Factors Used: Yes Max Web CSI: 0.785 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): HS, WAVE VIEW Ver: 17.02.02.1208.15 No 047102 40 01 SA38 FF 50 8180 BB 7F48 00 99 2E 85'FB *fuItemkubec7wclar.Kt pa§nad'a-A=afadbyMandl Martin=, n(n.. ti4.041=1 an ti7edaAeshaWa abars tr ng a SNA.T al3tii ant`yaEIC.fi C6t'SC. z�rxntcd ce�i�seTehu tia-�.�,�+� nrn cmd s�nra£�d sa*alad saE the "a"n"A-thantiaaSiiaa =& nw[ im msHfLtd cn mydectrarAz aayiax.. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W U 2937 / 1733 / - / - / - / 8.0 L 3196 /1905/- Wind reactions based on MWFRS U Min Brg Width Req = 2.4 L Min Brg Width Req = - Bearing U is a rigid surface. Bearing U requires a seat plate. TT Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - B 23 -20 F - G 5403 - 9101 B - C 4068 - 6879 G - H 5403 - 9101 C - D 3976 - 6812 H - 1 5403 - 9101 D - E 5007 - 8484 I - J 4377 - 7373 E - F 5590 -9444 J - K 2596 -4372 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 6304 -3714 P - O 7530 -4486 T - S 6253 -3660 O - N 7530 -4486 S - R 8599 - 5093 N - M 4624 - 2764 R - Q 8599 -5093 M - L 11 -7 Q - P 9471 -5623 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - T 48 -19 H - P 431 -460 T - D 579 -157 P -1 1873 -1094 D - S 2697 -1628 1- N 1044 -1516 S - E 845 -1131 N - J 3314 -1945 E - Q 1018 - 600 J - M 1620 - 2426 Q - F 313 - 260 M - K 5152 - 3059 F - P 262 -442 K - L 1868 -3012 -IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly �id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 61D, e._ Apply plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise_ hefer to a division of TPI 1; or for h acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability crrrey om/rt�rrents, iu t Job Number: 36CS00040 Ply: 2 SEQN: 686334 / T70 / 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 I .. / ... 05/1712018 4'4"6 6'8"15 10'B" 14'7"1 16'11"10 21'4" 4'4"6 2'4"9 r 3'11"1 } 3'11"1 + 2'4"9 4'46 aEEH0710 1112X4 N8X6(R) D E F N M I 4 =HC SEAT PLATE REQ. 21'4" 1 f 4'22"1100 I28665+ + +2'6"+ 4210 1541018147"1 71 21'4" 1112X4 1115X8(R) =H0710 =5X6 1114X6 m (O � M 0308(C3) SEAT PLATE REQ. 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 loc L/defl L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.265 E 951 240 N 5577 / 3150 / - / - / - / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.707 E 519 180 H 7979 / 4155 / - / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.057 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.104 I - - N Min Big Width Req = 2.3 NCBCLL: 0.00 Mean Height: 19.69 It Code ! Misc Criteria Creep Factor: 2.0 H Min Brg Width Re 3.3 q = Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.858 Bearings N & H are a rigid surface. Load Duration: 1.25 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 ft Rep Factors Used: No Max Web CSI: 0.706 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 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 Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00".o.c. B - M 6067 -3392 K - J M - L 6086 -3405 J - 1 6351 -3381 7250 -3821 Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) Webs Row Aj L - K 6389 -3574 I - H 7298 -3842 : 1 @ 4" o.c. Use equal spacing between rows and stagger nails`�� eq P 9 99x. ,, a Maximum Web Forces Per Ply (Ibs) in each row to avoid splitting.'�- ��' gar Webs Tens.Comp. Webs Tens. Comp. Special Loads M - C 249 -382 K - F 1196 -764 -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) C - L 373 -208 J - G 541 -1105 TC: From 55 plf at -1.00 to 55 plf at 21.33 D - L 1854 -1078 F - J 1823 - 867 BC: From 4 plf at -1.00 to 4 pif at 0.00 141,i_ D - K 1150 -515 G - 1 943 -422 8C: From 20 pif at 0.00 to 20 plf at 7.06 "00 E - K 81 -49 BC: From 10 plf at 7.06 to 10 pIf at 21.33 BC: 3196b Conc. Load at 7.06 i BC: 1259 b Conc. Load at 9.06 BC: 1263lb Conc. Load at 11.06,13.06,15.06,17.06 19.06,20.33 Wind Wind loads and reactions based on MWFRS. 40 015A38 FF 50 8180 BB 7F49 00 99 2E SS FB i�9s irab'tletz &tans a��i s$g+red.ssarad by fA2::xrmt kiarttna.�. ?E ('sL. tfs.CdiiH3l mn Ltrat�a,�shawmaG€irm ar.�s�g a 5NA�2 �atltenGca3rrusa. ted 4CFbMoW% dW:r+,a A= not ctmzio&md si�nas$and=Ind M.E W4SF -2a vConMI3ruseade must bnxnttfbdMaa;YdVdmok mains. -IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS reqquire extreme care in fabricatingg handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building nenf Safety Information, bV TPI anr7'SBCA) toP safety practices prior to performing these functions. installers shall provide temporarryY per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathins] and bottom chord shall have a propperly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, icable. Apply plates to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. f�efer to )s 160A-Z for standard plate posttlons. 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 handling, shipping, installation and bracing of VuSSes.A seal on this dgrawing or cover page_ this drawing indicates acceptance of professionall engineering responsibility solely for the design shown. The suitabtirty :e of this "awing for any structure is the responsibility of the building Designer per ANSI1TP11 Sec.2. information see this lob's general notes page and these web sftes: ALPINE: www.alpineitw.com: TPI: www.tpirst.org; SBCA: www.sbdndustry.com; [CC: www.ictsafe trrrelr .our/�ncnts;,u t Job Number: 36CS00040 Ply: 1 SEQN: 6863411 T28 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: B2 Wgt 95.2 Ibs / ... 05/17/2018 li Y) IN` _ 1 _,1 5' 5' SEAT PLATE REQ. 99"15 12'4"5 16'4" T9"15 + 3'6"7 3'11"11 1112X4 =3X4 1112X4 =3X10 =H0308=3X4 1112X4 21'4" 9 SEAT PLATE REQ. 21'4" -1 1 5'112 3'8'3 3'2"1 13�+} 3'6"7 L 5'1"12 + 1, 5'1"12 + 8'915 + 12' 1IF7"Y3 16'2"4 T 21'4" Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: 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): 0.153 E 999 240 B 1335 1781 / - ! - / - 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.419 E 882 180 G 1335 1781 /- /- /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.042 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.078 1 - - � )� B Min B Width Re 1.6 � q NCBCLL: 0.00 Mean Height: 19.33 ft Code / Misc Criteria Creep Factor. 2.0 P G Min Brg Width Req = 1.6 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.376 Bearings B & G are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.610 Bearings B & G require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: No Max Web CSI: 0.362 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA 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, HS VIEW Ver: 17.02.02.1208.15 A - B 23 -21 E - F 1857 -3289 Lumber B - C 1565 -2730 F - G 1566 -2730 C - D 1882 - 3322 G - H 23 - 21 Top chord 2x4 SP #1 D - E 1882 -3322 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Loading Chords Tens.Comp. Chords Tens. Comp. #1 hip supports 5-0-0 jacks with no webs. B - M 2471 -1400 K - J 3334 -1901 Wind M - L 2491 -1403 J - 1 2491 -1404 L - K 3334 -1901 I - G 2471 -1401 Wind loads and reactions based on MWFRS.0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. exc ` C-M 291 -45 E-J 324 -337 C - L 950 - 548 J - F 921 - 523 + a D- L 318 -327 I- F 287 -45 a L-E 22 -14 STATE OF 40015A S8 FF 5B 9180 BB 7F48 00 992E 95 F€i Thu zrA,"WbV rA�rm�t Martber ?EiFL, tYc. T33"12t mn firm sa.4 slwwtti a$sr: %ring a5R 'L at:.'tdsent3nteut�r_ £°r�evdc urtfds dfifPS.2£PA-nuta 1a.mil%knad dmind and eM,a aav?;hsn att ccxia scat Gm.a edfr_d mawfdedmnk dins.. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary rttrey bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, om 79rrCnts isr as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to i drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�!�LComponents Group Inc.,shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this thawing or cover page_ listing this drawing,indicates acceptance of pr ) essiona engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSl1TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE www.ai ineftw.com; TPI: www. inst.o • SBCA: www.sbdndu .com; IM www.iccsafe.org I } Job Number: 36CS00040 Ply: 1 SEQN: 686307 / T26I JACK 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 10 FROM: AH DRW: Truss Label: BJi Wgt: 11.2 Ibs I .. / ... 05/1712018 12 5 [� C 2X4(A1) B 4"1 A D SEAT PLATE REQ. 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: 18.49 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. • 1 1' 1' Snow Criteria (Pg,Pf in PSF) Deti/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W PY NA Ce: NA VERT(LL): NA B 148 196 / 132 1- / 41 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 11 Ill 119 1- 1- / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - - C -13 / 26 127 1- 1- 11.5 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.162 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.014 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.16 Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 25 -14 4001 SAU FF 5B 8S.80 BB W48 00 99 aE 85 FB ThItitttmhas btra ek Apad aid=fad by v4uml rAartb=, (n., tie.4�TF82f � tluzzaaarnwa aixtsm ar�g tr SifiA i a�hent�aa�rs�3a. z5#atadaavcid n+rtamrsxia'Smd dnefaasislmd an6 trae..6i�ia,>3asr3ftcn�Si�s�Be msatt�vsrifcdos �a'y�tflactmnk smmioL Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I reqquire extreme care in fabricatinghandlinq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, bV TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary Ber BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperyly d ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections 63, 67 or 610, cable. Apply plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. ttefer to Is 160A-Z for standard plate positions. a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability le of this yawing for any structure is a responsibility of the Building Designer per ANSIIfPI 1 Sec.2. infnnnatfnn sae this inh4 nanaral nntas nano and these weh sites[ At PiNR www ainineitwmm. TPI[ w tninstnm[ SBCA: w sbcindustm-mmc IM wwwlecsefe. criscy< arnimnentf uc f N 7 Job Number.• 36CS00040 Ply: 1 SEQN: 6863091 T32 / JACK 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 10 FROM: GLM DRW: Truss Label. BJ3 I Wgt 12.6 Ibs I / ... 05/17/2018 12 C T T C?) 2X4(A1) B A r"-� D �— 1, Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 18.91 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C SEAT PLATE REQ. 31 J ®L I T Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W B 191 / 101 1147 ! - / 84 18.0 Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 50 / 8 / 40 / - ! - / 1.5 Snow Duration: NA HORZ(LL): -0.003 D - C 63 / 57 / 21 1- 1- / 1.5 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 = - Bearing B is a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.000 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 f. No 4'7' .02 4001SA38FF51381Bfl1557F49CG992E95FB ;ThU item ➢nsa tern ekeciacsxiza'fi} nad 1%wiled W r/ amml hfnrthe*z� Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "i"F (FL. tle.C37Z�3ttin tilmm 22 SililU/13 ibamfl"ft SS3f1l zi'�cad erp��rrt� dmrzW criaam notcrs u�scil s?�n+ee �d senlad ar,d the �a 3 es�t#tas3css�cafe must &m vrstt�.eerar�dcxtrm[n1e u�inz —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary rrrrey bracing per BCSI. Unless noted olherwise,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 bracingp installed per BCSI sections B3, B7 or 610, pryr Jatrent,u as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to 1 drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSUfP1 1, or for handling shipping, installation and bracing of frusses.A seal on this drawing or cover pa Ability listing this drawing9 indicates acceptance of professional engineering responsibility solely for the design shown. The suitabrllty and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For mnm information c this inh's ri—ml nnfe nave and th--h sit - Al PIMP vnvw-alnineilw — TPI- —.tninst nm• SRCA• v shdndm1ry ruin, IM, w ir'- fn. nm It s IJob Number: 36CS00040 Ply: 1 SEQN: 686311 / T41 / JACK 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 6 FROM: GLM DRW: Truss Label: BJ5 Wgt 16.8 Ibs / ... 05/17/2018 T ! SEAT PLATE REQ. C M CV i 1' 5' 5' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA B 261 1133 / 189 I - ! 128 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 89 / 17 ! 67 / - ! - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.007 D - C 117 / 106 / 43 , i - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.008 D - - Wind reactions based on MWFRS Mean Height: 19.33 it Code Min B Width Re 1.5 NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 2.0 r9 q Soffit: 2.00 BCDL: 5.0 psi Bldg Code: FBC 2017 RES Max TC CSI: 0.301 D Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.178 C Min Brg Width Req = - Spacing: 24.0 " C&C Dist a: 3.00 it Rep B is a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.000 gearing B requires a seat plate. 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) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chord 2x4 SP #1 A - B 23 0 B - C 45 -100 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 -047142 �010-* .. 40 01 SA39 FF 50 81S0'B07F+ & 00 99 2E85 FB :tacitaraff�tiabe�.ak . s�gncdassdsmalAd6yrAarwr�irAarttnc:, . (rt, ttc.�szsztan �m d sfw7ran atam a�.�as� sxa �. �tianL�tatk<rsu�c. F9bud-capusafthk dmumena mnot cmvid od ni#wd=d mbd tt� :'a scaOlantitSa+.�c miss[ � a�fiEicd ras amye]txtmrde cwlm.. ""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, by TPI anc7'SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraintof webs shall have bracing installed per BCSI sections B3, B7 or 810,13r xtfltnts nr as applicable. Apply plates to each face of truss and position as shown above and on the Join T Details, unless noted otherwise. hefer to drawings 160A-Z for standard plate positions. Alppine, a division of ITW Buildinpp Components Group Inc. shall not be responsible for any deviation from this drawingq any failure to build the tniss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this dfawing 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 fhe responsibility of the Building Designer per ANSIfrPI 1 Sec.2. Fnr mnrn in/nemvfinn me fhie inh'c nuvrvl rvdcc nvro vnA fhxo wnh cifvr AI PIMF• - fnind nm- QRrA- - i-fv nm a Job Number: 36CS00040 Ply: 1 SEQN: 686336 / T4 / EJAC ' 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 7 FROM: GLM DRW: Truss Label: EJ5 I Wgt 16.8 Ibs I / ... 05/17/2018 T / SEAT PLATE REQ. C N CV 4'11"15 _I 4'11"15 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Oefl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL 1 W B 261 / 133 / 189 / - / 128 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 89 / 17 / 67 / - ! - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.007 D - - C 117 1 106 / 43 1- l - / 1.5 Des EXP: C HORZ L 0.008 D - - �) Wind reactions based on MWFRS Code / Misc Criteria CLLd: 10.00 NCBCLL: 10.00 Mean Height: 19.33 ft Creep Factor. 2.0 B Min Br Width Re 1.5 9 q = Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.300 D Min Brg Width Req = - = Load Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.178 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 Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 it 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 23 0 B-C 45 -100 Top chord 2x4 SP 91 Bot chord 2x4 SP #1 .,, . ,.. Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp, Member design based on both MWFRS and C&C. B - D 0 0 a 40 015A38 FF 5B 83 BO BB 7F48 00 99 2E 85 FB S#siItem 'i1mbem =ledby FA2=zIaartine t,% um �thenr�cax�rmnJr. av�trd cryi6rsaicFus dotcx�r.¢ms nut cxvzd8maad �n¢siznd sealed d the_.<,BiLt3aentarx4iecsrtr7ams�F ka mnr#f&esfa¢tadeCttm tin; tL **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and'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 propperly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, 67 or t 'le. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of any —1., its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rPi 1 Sec.2. crney ompvnenrs,ur l t Job Number: 36GS00040 Ply: 1 SEQN: 686315 / T5 / EJAC 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 25 FROM: GLM DRW: Truss Label: EJ7 Wgt: 22.4 Ibs / ... 05/17/2018 C 12 5 p M w 2X4(A1 ) B A D SEAT PLATE REQ. 7' 7' 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): NA B 334 1169 / 234 ! - ! 174 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D' 126 125 198 / - / - 11.5 BCDL: 10,00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.015 D - - C 169 / 155 / 63 / - ! - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.025 D - - Wind reactions based on MWFRS Mean Height: 19.74 it Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 1.5 NCBCLL: 2. 00 TCDL: 4.2 psf D Min Brg Width Req = - Sotfit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.489 P C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.362 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chord 2x4 SP #1 A - B 23 0 B - C 65 -127 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 2 wnto 00, STATE OFe eve two r ea ' 40 01 SA38 FF 5B 8lBO BB 7F48 UO 99 2E 85 FB rhftltarasAsztxxss a{azt z�and.arsS2rafad by fiA»aze9lAart�cs . 'Em, tts.G%72&2lan the d1VP fA'wlcabaM Wno a SHAl Ps%"d ccipinafft drr ai not a ww&md s4pwdand wnlvd acid dw SKAAl srthant'aUaa eda mwtt;e oAfbd cn my deam." �sC!as. "WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Informafion, by TPI anrTSBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy clayey bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attached ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI sections B3, B7 or 610, am h+fletttS iu as applicable. Appty gates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to t, . drawings l60A-Z for standard plate positions. Alppine, a division of ITW BuildinffLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the miss 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 professlonat engineering responsibility solely for the design shown. The suitabrllty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sties: ALPINE: www.al ineitw.com; TPI: www, irist.o ; SBCA' www.sbcindu .com; IM wwW.jccsafe.Grq Job Number: 36CS00040 Ply: 1 SEQN: 686342 / T171 HIP_ 4EGB-Galen-2432 "H" OL 1DR Horton /4EGB-Galen-2432 "H" OL Qty: 2 FROM: GLM DRW: Truss Label: CJ5 Wgt: 23.8 Ibs .. / ... 05/1712018 Ti SEAT PLATE REQ. C B 710"1 1t5tt12 � I -I 7'0tt1 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20_00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W B 227 / 142 ! - / - / - 110.6 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 124 117 / - / - / - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.010 D - - C 78 / 57 / - 1- I - / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.019 D - - (T )- Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 19.31 ft Creep Factor: 2.0 B Min Brg Width Req = 1,5 Sofft: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.438 D Min Brg Width Re - Load Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.388 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) PI t T Mfg Specified Camber: GCpI. 0.18 a e ype(s). Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1206.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 12 -11 B-C 28 -16 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Wind loads and reactions based on MWFRS. B - D 0 0 40 01 SAS8 FF 58 81 BD 85 7F48 CO 99 2E 955 FB Mil item Auzbommid=tW by Mammel Wrtin", 'PEt#L.tis.tl�F193j sasr4iimca�:,�A�m�r'alximaus�nga5a�i 31:t3iCf�dG7'3184:F�.i' 8. Piblodcopiaaafdva dw�At not emxissmmils%nad:xnd:salad ur.E rise s,4ta a zz cnt ax sae de m+�t laa rx3tit.d on Mdeamtsk raa;im. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, nm rane�rts itr as applicable. Appiy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to 1 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�fP1 1, or for handling shipping, installation and bracing of Vusses.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/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.at ineitmoDin: TPI: www. into ; SBCA: www.sbcindu .com; IM www.iocsafe.e n Job Number. 40 I Truss Label: CJ7S H oOL /DR Horton /4EGB-Galen-2432 "H" OL I Qt 37.8 Ibs I FROM: GLM13 / T26 /HIP_ I DRW; 05/17/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Special Loads T A =2X4(A1) B SEAT PLATE REQ. 5'4"5 5'4"5 12 3.54 p 9'10"1 4'5"12 D ZZ2X4 C ch o_ N M f� ih =4X4F E --1-5"12 1 94"2 5"1 P 9'4"2 '1 1 Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCS1 Criteria ♦ Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg:NA CY NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 19.72It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 0 plf at -1.48 to 55 pif at 0.00 TC: From 2 pif at 0.00 to 2 pif at 9.84 BC: From 0 plf at -1.48 to 4 pif at 0.00 BC: From 2 plf 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: 235 lb Conc. Load at 7.07 BC: 21 Ito Conc. Load at 1.41 BC: 101 Ito Conc. Load at 4.24 BC: 177 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA VERT(LL): 0.037 F 999 240 VERT(TL): 0.126 F 999 180 HORZ(LL): 0.012 F - - HORZ(TL): 0.026 F - - Creep Factor. 2.0 B 329 1232 ! - 1- 1- E 357 1168 / - / - / - D 52 149 / - / - / - Wind reactions based on MWFRS B Min Brg Width Req = 1.5 110.6 / 1.5 / 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.447 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.981 D Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.280 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. Camp. A-B 12 -11 C-D 43 -54 B - C 439 -589 40 015A38 FF5B 81. B0 BB 7F49 00 9i.2E &5 FB *4U Itmrrhaxbmmn mM ned'=Auotvdby FAaaa. 7tRarthtirs; ?E€ri..iPs.�4trf92(an 2P,n�aSssttswraExiw�Sr°�mga SNA+3 aro3bt amt%tatitas x�m. ftk=dccpt=mrddsdocm=atarmnot cranl&md skwdmd=Ind and the U.MfEezi mjdmtmnk cag<InL Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-F 584 -412 F-E 0 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 fabricatingg handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. installers shall provide temporary eXJrEJt bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, nr 1t7nCntS, ur as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to t drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this rowing 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 information see this iob's general notes oaae and these web sites: ALPINE: www.abineitw.com: TPI: www.tainst.oru: SBCA: www.sbdndustrv.cD rt; [CC: www.iccsafe.org lk Job Number.• 36CS00040 Ply: 1 SEQN: 686327 / T2 / VAL 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: MV1 Wgt: 40.6 lbs .. / ... 05/1712018 6'10"1 I 10710 I f 6'10"1 3'5"9 i B=4X4 1112X4 C 12 rilT 5 p 0 fV A 3X4(D1 DF E 112X4 1112X4 101"10 -I 6'11"13 I 3'3"13 J f 6'11"13 r 10'3"10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W F* 75 / 43 / 42 / - / 13 1123 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.056 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.150 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 E - - F Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZi�) L 0.023 E - - Bearing A is rigid surface. 9 ag Code / Misc Criteria NCBCLL: 10.00 Mean Height: 20.85 ft TCDL: 2 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 5.psf Bldg Code: FBC 2017 RES Max TC CSI: 0.402 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.343 Chords Tens.Comp. Chords Tens. Comp. A - B 46 -85 B - C 3 -1 Spacing: 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 it FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A - E 156 -3 E - D 171 -6 Top chord 2x4 SP #1 Botchord 3 #1 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) We SP We Webs Tens.Comp. Webs Tens. Comp. Wind B-E 333 -246 C-D 136 -97 Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes�� w �� - See DWG VAL160101014 for valley details. �� No 047102 " t x III STATE OF SERAL 40 01 5A 38 EF 5B 8180 BB 7F49 00 99 2E 95 F5 ThUIremila ttccn akcicros gs%med awda fed by W0.1el taartfnes, (M' Lk.a4711121 on Noe eat, shown ab&m gp SHAM axa�entstasarrbm. x'emd t�s�safchas dcxxe�.sr: nntcm25t*�csnd ua�ard 5emlad acre tka =3 as3han 32rascde meat -mar Hbd cnaaydmcbmnk =imL **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 SCSI (Building Installers temporary Componen[ Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. shall provide �irey bracing per BCSI. Unless noted olherwise,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 plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {2efer to F mrrertts.ttr drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSI PI 1, for handling installation bracing irusses.A this drawing conformance with or shipping, and of seal on or cover page_ , listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see thls'ob's general notes a and these web sites: ALPINE: www.al 'ineitw.com; TPI: www. irist.o SBCA www.sbdndu .coin [CC: www.iccsaTe.o Job Number: 36CS00040 Ply: 1 SEQN: 684377 / T21 / VAL 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: MV2 Wgt 35.0 Ibs / ... 05/1712018 i 6'9"2 8'3"10 i 6'9"2 I 1'6"8 B=4X4 12 5 p C 1112X4 T (V � A 3X4(D1 ill N iv 1 -a- DF E 1112X4 1112X4 8'3"10 6'9"2 16"8 6'9"2 8'3"10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W F" 75 130 / 40 / - / 9 / 99.6 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.056 E 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.135 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): -0.014 E - - F Min Brg Width Req = - Des Ld: 37.00 EXP: C Mean Height: 21.67 It HORZ(fL): 0.021E - - Bearing A is a rigid surface. NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 2.0 Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.387 Maximum To Chord Forces Per PI Ibs P y (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.327 Chords Tens.Comp. Chords Tens. Camp. A - B 64 -53 B - C 34 -11 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CS 1: 0.080 Loc. from endwall: not in 9.00 It FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Sot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lumber A - E 126 -25 E - D 126 -25 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind B - E 268 -202 C - D 70 -38 Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes Aq .# , f .. See DWG VAL160101014 for valley details.eW. 2P �' ee �:. 4. STATE :. 40 015A38 FF 5B 81 B0 SO7F48 00 99 2E 85 FB stir ItaM hnbtmela : sdPed and=atad by rA;tnve7 Martiaes, �EjEL, t$c.ff4sb82j anitte defy shawnatmvs e�ng a SN�i acfhco�f;casta�rfa. tcde t saftt d erxi iaae €f�Ecmaxldessd s4nednnd sealed ar..6 tFc.-"a.zi;2 ac�ientiw'<uaz�crnlc n�axt Cmvadfaad 4ye a�ydatiark. caFiaL "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 r to these functions. Installers temporary Component Safety Information, b TPI anr7'SBCA) safety practices prior performing shall provide bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly bracing installed BCSI 63, 67 810, attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have per sections as applicable. Apply places to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. or atn+ntrtts cac (refer to i. drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the bracing this drawing I,in conformance with ANSI PI 1, or for handlia shipping, installation and of trusses.A seal on or cover page. _ listing this drawing indicates acceptance of pro essiona engineeringg responsibility solely for the design shown. The sulfabrlity the Designer ANSIlTPI 1 Sec.2. and use of this drawing for any structure is the responsibility of Suiiding per For more informalion see thisjob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA' www.sbcindu .com; IM www.iccsafe.org Job Number: 36CS00040 Ply: 1 SEQN: 684375 / T22 / VAL 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 1 FROM: GLM DRW. Truss Label: MV3 Wgt 28.0 Ibs / ... 0511712018 4'9" 2 i 6'3' 16'3' 10— f 4'9"2 1'6"8� 12 B=4X4 ILI C 1112X4 T N 3X4(D1 A Ll DF E 1112X4 1112X4 6'3"10 _I 472 1'6"8 } 4'9"2 6,3"10 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W F• 75 / 29 138 /- / 8 175.6 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.023 E 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.044 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.006 E - - F Min Brg Width Req = - Des EXP: C HORZ L 0.007 E - )t BearingA is a rigid surface. Code / Misc Criteria .00 NCBCLL: 10.00 Mean Height: 22.08 ft TCDL: 4.2 psf Creep Factor. 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.219 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.171 Chords Tens.Comp. Chords Tens. Comp. A - B 44 -34 B - C 36 -12 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.065 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A - E 88 -23 E - D 88 -23 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind B-E 220 -151 C-D 77 -40 Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. -axeW.4 . ex ' " --E QF STXF 54. 4001SA38FF5B81BOB57F4800992E85FR 3 Itetah,t tftnckdmaka�}s4e'edan3i,afedbyrdaaatMburttmw. P£ (rl.. Lic.rATF112f or the dale Aewa abeam arias a 514A 3 .. ar�ertltaao�e. F.InadC pw.al 'k d.r-=e.-01.1 =Aaffed t4pwdard imlad =6 tt'e--*Wz =khentobbNod'e nwt:haWdfw CA any dectramk =10L ""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 fo'r Installers temposrrvy Component Safety Information, bV TPI and'SBCA) safety practices prior to pertormmg these functions. shall provide aney bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly bracingg installed BCSI 63, 67 810, atta-hetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have per sections or am r�n�nf��g as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to Z , drawings 160A-Z for standard plate positions. Alpine, a division of ITW BlrIN g�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSI�I PI 1, for handling installation bracing trusses.A on this drawing or cover conformance with or shipping, and of seal page_ listing this drawingg indicates acceptance of protessiona engineerresponsibility solely for the design shown. The sui btlity and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al inedw.com; TPI: ww . inst.o ' SBCA: www.sbcindu .com; ]CC: www.iccsafe.orq Job Number: 36CS00040 Ply: 1 SEQN: 684373 / T7 ! VAL 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: MV4 Wgt: 18.2 Ibs .. / ... 05/17/2018 2'9"2 4'3"10 272 1'6"8 '1 12 5 p B=3X4 TA 3X4(D1) C=3X4(B1) T D 4'3"10 4'3"10 4'3"10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflfCS1 Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in [or. Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.007 999 240 D* 75 127 136 /- / 6 / 51.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.016 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 - - D Min Brg Width Req = - EXP: C Des Ld: 37.00 HORZ(TL): 0.002 - - Bearing A is a rigid surface. Mean Height: 22.50 ft Code / Misc Criteria CreepFactor. 2.0 NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.psf Bldg Code: FBC 2017 RES Max TC CSI: 0.091 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.085 Chords Tens.Comp. Chords Tens. Comp_ Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 A - B 224 -161 B - C 243 -179 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Lumber A-C 152 -167 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Additional Notes li'41t'l See DWG VAL160101014 for valley details. 0 # 7 :. wo STATE OF e 's a' lf Ott SERALt 4001SA38 FF 55 8108137F4800 992E85 FB MU ItOM hu bem atadmAlatbyMpodWA ae.sicd'by vaw'A rnartbwz, Za. ue.e4nazion sNxa an�emturErcrfie. ftb tadcW ehs. dncca -�t araetrt cssnsidcrad sa tnadarad s lad arctlse5i5a4aRfiantmdm=denmtbaa fbdmwroatmnk cap.kL —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 Safely Information, bV TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary rrnetl. bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro[p�erly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om TOABn(s.tac as applicable. Apply ptales to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to X drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinff��Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlia, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability sand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 17 Job Number: 36CS00040 Ply: 1 SEQN: 686352 / T36 / SPEC 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 8 FROM: GLM DRW. Truss Label: 4M1 I Wgt:22.4 Ibs .. / ... 05/17/2018 Y rn 1 335 A 12 4 p , SEAT PLATE REQ. 5' 4'8"8 4'8"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.008 E 999 240 B 254 1110 1192 / - / 86 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.020 E 999 180 D 179 195 1112 / - /- / 3.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.003 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.005E - - B Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 2.0 P D Min Brg Width Req = 3.0 Soffit 2.00 BCDL: 6.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.157 Bearings B & D are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.140 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.157 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 19 0 B - C 14 -94 Lumber Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Webs 2x4 SP #3 B - E 62 83 :Rt Bearing Leg 2x4 SP #3: Wind Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens. Comp. n3� it D - E 82 -20 C - D 646 -433 No 047,182 ' r � m STATE pu 40 015A 38 FF 5B 8160 BB 7€49 00 99 2E 85 FB Sf4fi iEamiras @rrestekecYrnef z ncd=d=abd by Maa iWrtln", £�i..Lk.�47i11Pj�L3�$aie�fwwaa6m�v^�ga5M�8 2JY1tfEflA`CaA1LV5 �Cde. r eed rsa,xf=0 bi dwomwaasm votcmliwod sitnwimdsealed arcs ditdras=ys9atrmais cwas. "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 ComponentSafety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary �rtrey bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propefly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 610, om rzanertts r:r as applicable. Appty plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise_ kefer to 1 drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildin�!LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the tmss in conformance with ANSIIfPI 1, or for handlia, shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec. 2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineihv.com: TPI: www.tpinst.orgSBCA: www.sbdndu .coin• ICC: www.iasafe.o l Job Number: 36CS00040 Ply: 1 SEQN: 6863541 T20 / JACK 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OIL Qty: 6 FROM: GLM DRW: Truss Label: 4BJ1 I Wgt: 11.2 Ibs I ... / ... 05/17/2018 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C 12 4 C 2X4(A1) B L A D SEAT PLATE REQ. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W B 147 / 100 / 133 /- / 29 / 8.0 PF. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 10 Ill / 19 1- 1- 11.5 Snow Duration: NA HORZ(LL): 0.000 D - C -13 / 24 / 26 1- 1- / 1.5 HORZ(TL): 0.000 D - Creep Factor. 2.0 Wind reactions based on MWFRS B Min Brg Widtil Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.172 D Min Brg WidthReq = - TPI Std: 2014 Max BC CSI: 0.018 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. gearing 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 19 0 B-C 20 -9 No 047102 40 015A38 FF 58 81.80 8137F49 00 99 2€ 85 FB fadsItanbiissbacnakcrNort t ed �WWreliif0.mltaarttnoa: PEM.tk.043riz2f an thedaffi tfeawn'iQO"M iYd'ag a 5fi l 3uitiaRtici�$C. s'x'mtedccpnstiartfus dac=srt—mot cm Admit vptd mndu Ind arse m wycledwk.. cmlm: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING[ —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI an7'SBCA) for saety practices prior to performing these functions. Installers shall provide temporarryy �friets bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 910, � r , nerrt3 six as applicab5le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to t , drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIrfP1 1, or for handling shipping, installation and bracing of trusses.A seal on this dgrawing or cover page. _ listing this drawing, indicates acceptance of professtonaT engineering responsibility solely for the design shown. The suttab,lity and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes pacle and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o • SBCA : www.sbclndu .com; ICC: www.1cesafe.org 0 Job Number: 36CS00040 Ply: 1 SEQN: 686356 / T19 / JACK 'I 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 2 FROM: GLM DRW. Truss Label: 48,13 Wgt: 12.6 Ibs / ... 05/17/2018 315 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwali: 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. 12 4 [ C Tto r -r-- 07 � 11 SEAT PLATE REQ. 31 31 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W B 190 187 1151 1- / 57 / 8.0 Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 49 17 / 38 / - /_ / 1.5 Snow Duration: NA HORZ(LL): -0.002 D C 62 / 43 125 ! - / - / 1.5 HORZ(TL): 0.002 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: 0.171 D Min Brg WidthReq = - TPI Std: 2014 Max BC CSI: 0.072 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. gearing 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 19 0 B-C 20 -61 ✓'t s% No 047102 g STATE OF 40 015A88 FF 5B 81 B0 BB 7F48 00 99 2E85 FB S3�x lterz�reas�csa ��ttlzaasn§.v�gzb�ttad'a� �.atad 6y )Aaavzc3 tAarttrtca PE.(R. ti.047:11121an-the Aga shawa zwingasHA3 ax�ssn�uati�w�e. u'd 4Wk..j&& d�_==mat mwjimd dowli dsmiled and tFc S£9A,; acatrw¢ntxa.*sercalt nx�t �a verified r� ae*i�ettrari:- cz�inx. 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 s require extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building vent Safety Information, by TPl an[7'SBCA) for safety practices prior to performing these functions. Installers sha!I provide temposrryy per BCSI. Unless noted o herwnse,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 bracing installed per BCSI sections B3, 67 or 610, icable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to Is 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. rrsey nm jvj7e lfs uc r. Job Number: 36CS00040 Ply: 1 SEQN: 686358 / T16 / SPEC 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: 4CJ5 I Wgt 28.0 lbs .. / ... 05117/2018 n N l_ L 3 L VT SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3: Wind Wind loads and reactions based on MWFRS i7 r ti❑ 7'0"2 6'8"10 6'8"10 T T 04 TA me Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.020 E 999 240 F 220 1116 / - / - ! - 110.6 Lu: NA Cs: NA VERT(TL): 0.078 E 999 180 D 176 157 / - / - /- / 3.0 Snow Duration: NA HORZ(LL): 0.006 E - - Wind reactions based on MWFRS HORZ(TL): 0.013 E - - F Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 D Min Brg Width Req = 3.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.274 Bearings F & D are a rigid surface. TPI Std: 2014 Max BC CSI: 0.313 Bearing F requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.196FT/R Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Plate Types}: Chords Tens.Comp. Chords Chords Tens. Comp. WAVE VIEW Ver. 17.02.02.1208.15 A - B 9 -7 B - C 68 -110 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-E 100 -52 40 01 SASS FF 5B 8180 BB 7F48 00 99.2E 85 FB nsfs ItumA.ttbeen a�seatf,dgarea aealedfiy taaef rdartLic� rfi (fit. tft.C%F.E82Ian tl3ada3c wrs atiesve ar.�ga 5ltA i aaa�tentata3iras�e. �i8atrd copiur¢rih13 d�.cr-.n-g ate t�otecasii sfgnmda�9 sealed �E2he.5�iA, au9henkica48czscx»den,:�r l�-recrr�dcaxadtctta °rate Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D-E 118 -12 C-D 419 -579 "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 Componen[ Safety Information, byy TPI ancTSBCA) t safety practices prior to performing these functions. Installers shall provide temposrryy rtrre#r bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, onr rnllzttis,nr as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to i , drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIri P1 1, or for handling shipping, installation and bracing of tiusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00040 Ply: 1 SEQN: 682344 / T39 I SY42 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 4 FROM: AH DRW: Truss Label: FT1 I Wgt: 130.2 Ibs .. / ... 05/17/2018 7'5"6 7'5"6 F5 i �— 2'6"12 -+ 1'10"2 �{ =6X6 =3X4 AB C D 3' I AD AC 1112X4 =4X10 1114X4(R) E F 9'5"6 19,11 "8 _ 1 10'6"2 I �- 2-4"10 2-6"12 2'612 W=3X4 =3X4 =3X4 =3X4 =6X6 G H I J K L MN AB AAZ Y X W V U T S R Q 1112X4 =6X6 1112X6 =3X4 1112X4 W=110308 1112X6 19'11"8 P O =4X10 1112X4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICS1 Criteria ♦ Maximum Reactions (Ibs) TOLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.455 V 519 360 A 1096 / - / - /- /- / 3.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.794 V 379 240 N 1094 / - I - /_ /_ / 2.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.059 M - - A Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.081 M - - N Min Big Width Req = 1.5 Mean Height: NA ft Code / Misc Criteria CreepFactor. 2.0 Bearings A & M are a rigid surface. NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.950 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.918 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.751 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 D H - 1 0 -4366 I: NA GCpi: NA Plate Type(s): B - C 0 -1196 I - J 0 -3916 Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -1162 J - K 0 -2862 Lumber D- E 0 -2868 K- L 0 -1163 E-F 0 -3995 L-M 0 -1185 Top chord 4x2 SP #1 F- G 0-4500 M- N 0 0 Bot chord 4x2 SP #1 Webs 4x2 SP #3 G - H 0 -4365 Plating Notes Maximum Sot Chord Forces Per Ply (Ibs) All plates are 4X6 except as noted. Chords Tens.Comp. Chords Tens. Comp. Deflection AD -AC 0 0 V- U 4500 0 - AAC-AB 2243 0 U- T 0 0 Max JT VERT DEFL: LL: 0.46" DL: 0.40". See detail MAA a.. AB -AA 3495 0 U - S 4291 0 DEFLCAMB1014 for camber recommendations. atrAA_ Z 3495 D S - R 3507 0 ' k Z- X 3495 0 R- Q 3507 0 Additional Notes + 2x6 continuous strongback. See detail Y-X 0 0 Q-P 2222 0 X - W 4499 0 P - O 0 0 STRBRIBR1014 for bracing and bridging,. recommendations. W - V 4500 0 Webs are square cut except dbl diagonals or as 4 - otherwise shown. Maximum Web Forces Per Ply (Ibs) Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. a�* ` ' zs AD- B 14 0 G - U 146 -520 B -AC 1578 0 U -1 323 - 69 AC-D 0 -1456 I-S 0 -521 -AB DAB- E 870 - 852 J - R 22 0 E-AA 19 -19 J-Q 0 -877 40015A3EFF5B81BO8B7F4800992€95FB E-X 755 0 Q-K 891 0 X-F 0 -1270 K-P 0 -1442 a%icitemRu4cenekesxarsYzajsS�ne3zndamaledbymas z!marttne;, F- W 907 0 P- M 1563 0 n t%. Lk. "=21 cn da& #haws abowa WAa aSNA2 arx�lentacriicaszadie, V- G 233 -228 M- O 14 0 xTtiatndaopmsafii x dw-rsswt=nntataW&md d4nai=d sealad aa3 th�:i'na<.«; arcariartka saasda rn¢akixa r3f id%=Vdalfwar. caa�lns. "*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and'SBCA) tsafety practices prior to performing these functions. Installers shall provide temporary rtneir bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t 10, oht �nnznfs ur as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {2efer to i 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 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. listing this drawing, indicates acceptance of pprofesslonat engineering responsibility solely for the design shown. The suitabrllty and use of this drawing for any structure is me responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al inedw.com; TPI: www.tpirist.org- SBCA www.sbcindu .com ICC: www.iccsafe.o L Job Number: 36CS00040 Ply: 1 1 SEQN: 682364 / T29 / SY42 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 6 FROM: GLM DRW: Truss Label: FT2 Wgt 142.8 Ibs I / _.. 05/17/2018 7'5"6 9'5"6 20'4" 7'5"6 2' 10110"10 117112 5� F F� 2-6"12—1'10"2 1�---- �{ �-—3" --'1 •=6X6 =3X4 =5X8 1114X6(R) 1113X6(R) W=3X4 =3X4 1112X4 =5X6 1112X4 AB C D E F G H I JK L M N O P 3- T =3CM 1 AE AD AC AB AA Z Y X W V LIT S R Q 1112X4 =4X10 1112X4 =6X6 1112X6 W=H0308(1) 1112X6 ' =6X6 =3X4 20'4" Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udell 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 /- /_ /_ 1- 13.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.732 X 416 240 Q 1125 /- /_ /_ /_ 14.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.052 O - - A Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): A g 0.& Q are a rigid O - - Q Min Brg Width Req = 1.3 Mean Height: NA ft s gid surface. NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor. 2.0 Bearings 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. Comp. Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: A - B 0 0 1-1 0 0 I: NA GCpt: NA Plate Type(s): B - C 0 -1212 I - K 0 -4235 Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -1177 K - L 0 -4235 Lumber D-F 0 -2910 L-M 0 -3421 E- F 0 0 M- N 0 -3421 Top chord 4x2 SP #1 Bot chord 4x2 SP 91 F - G 0 -4236 N - O D -1950 Webs 4x2 SP #3 G- H 0 -4820 O- P 3 0 H -1 0 -4667 Plating Notes All plates are 4X6 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) (1) - plates so marked were sized using 0% Chords Tens.Comp. Chords Tens. Comp. Fabrication Tolerance, 0 degrees Rotational AE-AD 0 D X- W 4803 0 Tolerance, and/or zero Positioning Tolerance. AD -AC 2272 0 W- V 0 0 ess�� Deflection E Ne AC -AB 3553 0 W- U 4601 0 ve d: � AB- Z 3553 0 U - T 4501 0 Max JT VERT DEFL: LL: 0.42" DL: 0.36". See detail .°- - " AA_ Z 0 0. T - S 3953 0 DEFLCAMB1014 for camber recommendations.No 047182 Z _ Y 4815 0 S - R 2785 6 Y- X 4820 0 R- Q 1087 0 Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging+, Maximum Web Forces Per Ply (Ibs) INA recommendations. Webs Tens.Comp. Webs Tens. Camp. Webs are square cut except dbl diagonals or as AE- B 14 0 W - I 471 34 otherwise shown.v 101� , 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 8 AC- F 0 - 873 M S 0 �71 :. F -AB 20 -16 S - N 864 0 40 015A FF 5B 8180 BB 7F+48 00 992E 85 FB F - Z 944 0 N - R 0 -116 Z-G 0 -1355 R-O 1200 0 0 x3airlt¢ ivadzcmalaztx t kg eda4=afadbyrAaasum wrttnrs, G - Y 806 0 O - Q 0 -1516 a�€€L.ut-east&xjcntlmcascsha¢aatxigasfraz X-H 436 -133 Q-P 0 -15 !s¢rraraitan�lr. H-W 11 -738 P-Q 0 -44 ftbuld arpi¢sQfrtds dac¢r av mart crsiidmad sidnaa=d s+¢nlmd a¢ad ttrza 3aNa¢nbram3raaccx9a rsur @aaerftf°.�icn,slecbar3s. cmi¢a. "'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 anSBCA) for safety practices prior to performing these functions. Installers shall provide temporary crlrey bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly atNached rlpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610,�nt a 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 i. drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuiMin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the I.. in conformance with ANSI�PI 1, or for handliA shipping, installation and bracing of trusses.A seal on this dfawing or cover page_ listing this drawing indicates acceptance of profession engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ab's general notes age and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCP: www.sbcindu ww w.iccsafe.org IM www.ic afe.o Job Number: 36CS00040 Ply: 1 SEQN: 682366 / T30 / SY42 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: FT3 Wgt: 182.0 Ibs / ... 05/17/2018 [_L_�3"1--{ M �f $ 2'6"12 --}� 2-6"12 f- [_L3 ~l =4X4 W=3X4 =6X6 =5X8 =4X4 W=3X4 1114X6(R) =5X6 1112X6 =5X6 1112X6 AB C D E F G H I J K L M N 3- T AA Z Y X W V UT S R Q P O 1113X4 =6X10 =6X6 1112X6 1114X6(R) =4X4 1113X6(R) W=H0308 =5X8 =5X8 W=H0308 =4X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Special Loads --(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) TC: From 50 plf at 0.00 to 50 plf at 5.85 TC: From 100 plf at 5.85 to 100 plf at 20.21 - BC: From 5 plf at 0.25 to 5 plf at 5.85 BC: From 10 plf at 5.85 to 10 p(f at 20.33 TC: 183 Ib Conc. Load at 1.85, 3.85, 5.85 Plating Notes All plates are 6X8 except as noted. Deflection Max JT VERT DEFL: LL: 0.33" DL: 0.25". See detail DEFLCAMB1014 far camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown 20W Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# LOG R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.330 V 724 360 A 1281 / - ! - I - 1- / 3.0 Lu: NA Cs: NA VERT(TL): 0.578 V 527 240 O 1170 /- / - / - /_ / 4.0 Snow Duration: NA HORZ(LL): -0.042 AA - - A Min Brg Width Req = 1.5 HORZ(TL): 0.057 AA - O Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 2.0 Bearings A & O are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.593 TPI Std: 2014 Max BC CSI: 0.5B1 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 1- 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 -6540 L- M 0 -2303 F-G 0 -5540 M-N 0 -32 G - H 0 -5537 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp_ AA- Z 1 1 U- T 5551 0 Z- Y 2993 0 T- S 5469 0 Y- X 4687 0 S- R 5469 0 R dae , X- W 4687 0 R- Q 4742 0 W- V 5503 0 Q- P 3301 0 V-U 5551 0 P-O 1273 0 No 047182 W Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ TAT E F AA- B 14 0 T- H 143 0 � B-Z 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 D- W 566 0 L- P 0 -1321 t W- E 0- 503 P- M 1362 0 E-V 117 0 M-O 0 -1643 Truss must be installed as shown with top chord up. 40 015A38. FF 5B 83. BO 86 7F 48 00 99 2E 85 F8 V - G 0 -20 O - N 142 0 ftiiamirmbacn=d=aladbyM�x4r ruftea, G-T 0 -119 N-O 0 -217 P£ €$4.. th.C4T3821 an ths$s8a xhacvn alxi� f3°.�� a SfiA-i artbscrst&�azt_ <s caa�a. PiE�tad xc xafisf xGa rr-.�..ar min moTcsaaxi aed sPdwd.,isalad and 4Fc5-:: :tmanyd"Wrk ce�las. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary) bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attache. rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing(� installed per BCSI sections B3, B7 or 610, om x�nrnrs, uz as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to t drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Job Number: 36CS00040 Ply: 1 SEQN: 682332 / T24 / SY42 4EGB-Galen-2432 "H" OIL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 3 FROM: GLM DRW: Truss Label: FT4 Wgt: 36.4 Ibs / ... 05/17/2018 L 17"12 3'4" r 17'12 f 1'8"4 `I 1-4"12 ---� F3 3 1'S"4 1112AX4 =3gX8 III 4 C =3X4 1114X4 -33X4 3'4" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W F 183 / - / - / - / - / - TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.002 E 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.004 E 999 240 D 183 / - /- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.000 D - - F Min Brg Width Req = - Des Ld: 55.00 EXP: NAHORZ(TL): Mean Height: NA tt 0.000 D - - D Min Brg Width Req = - NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor. 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. Comp_ A - B 3 0 B - C 3 0 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.034 Lac. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) 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 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Hangers/Ties A-F 0 -83 B-D 0 -140 (J) Hanger Support Required, by others F - B 0 -142 D - C 0 -15 B- E 50 0 C- D 0 -70 Additional Notes �, ��, Webs are square cut except dbl diagonals or as otherwise shown.e�r� Truss must be installed as shown with top chord up. STATE.OF At 4V% 40 01 SA38 ff 58 81,808117F4800 992E 85 FB icItem HaabeceaakClran4tra"rs nad;aza5aaatadbyHtaea 1Lurtlem4 ?E(ft., lk. d471921 Mthe $ate:shav)n atxira trans a 5NA3 euthentketkMenda, FV,%ftdaWkn axfit dmum=wo not cxmsid and mpodmad waled are ttc M;A3 w-thentka&M ccde mml be wefltb`"d a#aejdectwnk: caries. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI for safety to these functions. installers shall temporary anr7'SBCA) practices prior performing provide rrtrey bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly BCSI B3, 67 10, attacheTH9id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per sections or t pp� �nnenf itr as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to f , drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinhComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the this drawing truss in conformance with ANSI PI 1, or for handlin% shipping, installation and bracing of trusses.A seal on or cover page_ , listing this drawing indicates acceptance of pro essiona7 engineering responsibility solely for the design shown. The suitability and use of this pawing for any structure is the responsibility of the Building Designer ANSI/TPI 1 Sec.2. per For more infonnalion see this lob's cleneral notes page and these web sites: ALPINE: www.al inLitw.com; TPI: www. inst.o • SBCA www.sbcindu .com: ICC: www.icesafe.org Job Number: 36CS00040 Ply: 1 SEQN: 682427 / T23 / SY42 4EGB-Galen-2432 "H" OL /DR Horton l4EGB-Galen-2432'H" OL Qty: 1 FROM: GLM DRW. Truss Label: FT5 Wgt: 120.4 Ibs .. ! ... 05117/2018 10'0"4 18'0"2 10'0"4 7'11"14 1- [_L 9Lt I f I F5 i � 2'6"12 --1-- 2-6"12 } 1 �"1� 1_13 11f� �- 1 W 1112X4 1114X6(R) =3X6 =4X4 1113X4(R) W=3X4 AB C D E F G H I J K L — � i� ci�c ►y 11 IIII .0 — Timis, • 11 1 N.1 ►m .... - - - -- %/////I IIILA4 =JAO IIILA4 VV=JA4 =4A4 K V =4X6 =3X6 18'0"2 r. 3"8 T 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Lee R / U / Rw / Rh / RL / W A 543 1- ! - I - ! - 13.0 TCDL: 10.00 Speed: NA mph Pt NA Ce: NA VERT(LL): 0.054 X 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.094 X 999 240 p• 199 /_ /- / - / - / 96.6 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.008 Y - - A Min Brg Width Req = 1.5 Des EXP: NA HORZ L 0.011 Y - - �) P Min Br Width Re 9 q Code / Misc Criteria CL 10.00 NCBCLL: 10.00 Mean Height: NA ft Creep Factor: 2.0 Bearings A & S are a rigid surface. TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.635 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.259 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.339 Chords Tens.Comp. Chords Tens. Comp. A - B 0 0 H -1 712 0 Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): B - C 0 -540 I - J 323 0 VIEW Ver: 17.02.02.1208.16 Wind Duration: NA WAVE C - D 0 -508 J - K 323 0 Lumber D- E 0 -1051 K- L 323 0 E-F 0 -693 L-M 136 0 Top chord 4x2 SP #1 F- G 342 0 M- N 1 0 Bet chord 4x2 SP #1 G - H 712 0 Webs 4x2 SP #3 Special Loads Maximum Bot Chord Forces Per Ply (Ibs) —(Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00) Chords Tens.Comp. Chords Tens. Comp. TC: From 50 plf at 0.13 to 50 plf at 5.85 TC: From 100 at 5.85 to 100 at 17.89 I Z - Y 0 0 U - T 302 0 plf pit t BC: From 5 pif at 0.00 to 5 pit at 5.85 ► Y - X 1014 D T - S 0 404 BC: From 10 plf at 5.85 to 10 plf at 18.01e re xro X - W 1069 0 W - V 1069 D S - R 0 -448 R - Q 0 114 TC: 168 lb Cone. Load at 1.85, 3.85, 5.85 �"40 V-U 302 0 Q-P 46 0 Plating Notesftw a� All plates are 3X4 except as noted. Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. See detail STRBRIBR1014 for bracing and bridging ft Z B 13 0 H - S 0 -162 recommendations. *4. STATE OF V- WY B- Y 712 0 D 0 S- 1 0 -353 1- R 170 Webs are square cut except dbl diagonals or as otherwise shown. - -660 D-X 63 0 K-R 0 -10 6 X - E 35 - 26 R - L 0 - 284 Truss must be installed as shown with top chord up. E - W 18 -10 L - Q 11 -32 E-V 0 -511 V-F 545 0 Q-M 0 -254 M-P 0 -65 F- T 0- 895 N- P 0 - 37 40 015A381FF 50 81 B4 85 7F 49 00 99 2E 85 Fd T - G - S 600 0 S 0 - 690 P - O 0 7 Tbititemhnfarme�ztrrasfxa gs'g5,nadarxlwaled byWratlMartinet, ?sjn , Lk.G47Ss2l. an thin daw hawn abnmm v-.ing a sNA3 fendcaNza=zf , - a nad copi"of&k dam=a axm not rr &wd sfgssadmd untlmd wAthe ea7A.1'auUvent{cAkni mde must ba *z3fad earmydectrank ra0es. "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, handlingp shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI anr7'SBCA) iaF safety practices prior to pertormmg these functions. Installers shall provide bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structure) sheathing and bottom chord shall attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections temporary have a propper y 63, 67 or B10, aney, om rvixnt,u as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. i2efer 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 ANSIIgfPI 1, or for handling shipping, installation and bracing of t usses.A seal on this drawing or listing this drawing indicates acceptance of professrona engineering responsibility solely for the design shown. cover page. , The suitability and use of this pawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this Job's general notes page and thee web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA www.sbdndustrV.com; [CC: www.iecsafe.otg Job Number: 36CS00040 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: FT6 7'4"14 7'4"14 {5� 2-6"12 1.9"10 -{ 1115X6(R) =3X4 AB C D 3 �I =3X6 1113X4(R) E F Ply: 1 SEQN: 682422 / T31 / SY42 City: 8 FROM: GLM DRW. Wgt:120.4lbs .. / ... 9-4"14 18'0"2 2' 8'7"4 1712 r 1-10"4 -1-L! It+L�31--I I- 1-3" -I W=3X4 1113X4(R) =3X4 =3X6 G H I J K L M AA Z Y X WV U T S R Q P O N 1112X4 =4X10 =4X4 1112X4 1115X6(R) 1112X6 W=H0308 1112X6 =5X6 Loading Criteria (psf) Wind Criteria TOLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BOLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0" C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Bot chord 4x2 SP 91 Webs 4x2 SP #3 Plating Notes All plates are 4X6 except as noted. Hangers / Ties (J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.28" DL: 0.26". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 05/17/2018 18'0"2 Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.283 S 747 360 A 981 / - / - / 3.0 Lu: NA Cs: NA VERT(TL): 0.494 S 544 240 N 998 / -' / -- Snow Duration: NA HORZ(LL): -0.043 L - - A Min Brij Width Req = 1.5 HORZ(TL): 0.059 L - - N Min Brg Width Req = - Code / Misc Criteria Creep Factor. 2.0 Bearing A is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.658 TPI Std: 2014 Max BC CSI: 0.656 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.661 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber: A- B 0 0 G- H 0 -3455 Plate Type(s): B- C 0 -1052 H- 1 0 -2888 WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -1020 I - J 0 -2888 D- E 0 -2484 J- K 0 -2888 E- F 0- 3342 K- L 0 -1687 F-G 0 -3653 L-M 3 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. AA- Z 0 0 T- S 3653 0 Z- Y 1970 0 S- R 3648 0 Y-X 2992 0 R-Q 0 0 X- W 2992 0 R- P 3273 0 �narriwea,��, W - U 2992 0 P - O 2389 0 a �ga V- U 0 0 O- N 956 0 U - T 3652 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. - AA- B 13 0 G- R 0 -654 STATE. OF B-Z 1388 0 R-H 411 0 �� a �a Z-D 0-1277 H-P D -525 D-Y 714 0 J-P 0 -84 �pa Y-E 0 -692 P-K 677 0 Y � E-X 20 -15 K-O 0 -976 ` E- U 576 0 O- L 1017 0 ' U-F 0 -923 L-N 0 -1333 ERittL F- T 643 0 N- M 0 -15 40015A38FF51138180857F4900992E85FB S-G 411 -126 M-N 0 -44 MU ,ask mad'a ,l a«alaw by r4=m martbw,. PE(A. ttc.t7ZHtt innmaR¢.zhawrt at�saa a>rmg a 58iA>7 .. 4at'iG`sat3SWsr�e.. 7c�md cap8xsmith�t doastaxm motcrsrsi>3esrmd s�nastaa3d zsahtd =6 Ilse ca%mydecbmnk ccyio. *"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 rttrey bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached) rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, pnr rc�rrnts;iir as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to t drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with Au"N PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, _ listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. For more information see thisjob's general notes Lage and these web sites: ALPINE: www.al ineitw.com TPI: www.tpinst.org; SBCA' www.sbcindu .rom; IM. www.iccsafe.org Job Number: 36CS00040 Ply: 1 SEQN: 6824311 T34 / SY42 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 8 FROM: GLM DRW. Truss Label: FT7 Wgt: 117.6 Ibs .. / ... 05/17/2018 578 7-7"8 17'3"2 5'7"8 + 2' + 9710 1� 2'6" 1'11'. - -� =4X6 1115X6(R) =3X4 1114X6(R) AB C D E F 3' SC �� i' 2'6" 1."12 1 2'6" --+ 1'3" "I W=3X4 1113X4(R) =3X4 =4X4 =4X6 G H I J K L M N :, =6X6 =5X6 1114X6(R) 1113X6(14) =4X4 =3X6 =4X6 =4X6 W=H0308 17'3"2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# LOG R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.293 U 691 360 A 939 / - l - I - 1- / 3.0 BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.512 U 503 240 O 956 /- / - / - ! - /_ BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.039 M - - A Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(fL): 0.053 M - - O Min Brg Width Req = - Mean Height: NA it Code A is a rigid surface. NCBCLL: 10.00 TCDL: NA psf Code ! Misc Criteria Creep Factor. 2.0 9 9 Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.805 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.699 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA itRep 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 I VIEW Ver: 17.02.02.1208.15 C - D 0 -972 J - K 0 -2710 Lumber D- E 0 -2342 K- L 0 -2710 Top chord 4x2 SP #1 E - F 0 -3176 L - M 0 -1603 Bot chord 4x2 SP #1 F- G 0 -3198 M- N 3 0 Webs 4x2 SP #3 G - H 0 -3209 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Camp. Hangers / Ties Z- Y 0 0 T- S 3302 0 (J) Hanger Support Required, by others Y - W 1868 0 S - R 0 0 . X-W 0 0 S-Q 3074 0 Deflection ON W- V 2724 0 Q- P 2261 0 �* V-U 3198 0 P-O 913 0 Max JT VERT DEFL: LL: 0.29" DL: 0.26". See detail . U - T 3305 0 DEFLCAMB1014 for camber recommendations.lift * Additional Notes ZMaximum Web Forces Per Ply (Ibs) + 2x6 continuous strongback. See detail 4, Webs Tens.Comp. Webs Tens. Comp_ STRBRIBR1014 for bracing and bridging Xk Z-B 12 0 S-J 251 0 recommendations. STAT E B - Y 1321 0 J - Q 0 -495 Webs are square cut except dbl diagonals or as" ee Y - D 0 -1204 K - Q 0 -67 otherwise shown. D- W 660 D Q- L till 0 Truss must be installed as shown with top chord up. • W - E 0 - 773 L - P 0 -915 V-F 10 � 0 -466 M-O 0 -1274 G-U 307 -118 O-N 0 -15 40015A38FF5581808B7F4800992E85FB U-H 21-N-0 0 -44 H - S 18 - 315 5 3i< Itam�a nakwwtiMpad'znd: atadby zclmarunm PS iSL, W.Gtrual onthe date stmvaaabawa rr dag a SN41 3GPtiBnl3C94ad` YGCi�G a' b"ed ccpn na tf staled and irsa.SHao-1 on aaq+slactank C�'Ws. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re99uire extreme care in fabricatingg handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comp Safety Information, bVV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY trrre� bracing per BCSI. Unless noted olherwise,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 63, B7 or 610, as app an licable. Apply pplates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. 12efer to irftCRis,rse 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 drawing any failure to build the truss in conformance with ANSI PI 1, or for handl%q� shippingg, installation and bracing of trusses.A seal on this drawing or cover page _ . listing this drawing indicates acceptance of pr6fessfona7 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'oUs general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA: wwwsbcindust .com; IM www.iccsafe.org IJob Number: 36CS00040 Ply: 1 SEQN: 682407 / T38 / SY42 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 2 FROM: GLM DRW: Truss Label: FT8 I Wgt 137.2 Ibs / ... 05/17/2018 5'8" i T8" 5'8" 2• h"1 _ Z6" 1 2'5" -- { 19,10" 12'2" 2'6"-3"1--3"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 'v � 1 AC AB AA Z Y X W V U T S R Q ==5X6 =5X6 1114X6 1113X6(R) =4X4 W=H0308 =4X6 =-4 10 =4X4 =4X6 1T4" 2'6" -� 19,10" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,PT 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# LOG R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf. NA Ce: NA VERT(LL): 0.292 X 699 360 A 943 / - / - /_ /_ 13.0 SCLL: 0-00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.558 X 510 240 R 1239 / - / - /- /- / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.037 L - - A Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ 0.053 L - - TL ( ) R Min B Width Re 1.3 q NCBCLL: 10.00 Mean Height: NA ft 9 Code / Misc Criteria Creep Factor. 2.0 Bearings A & R are a rigid surface. TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.925 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.844 Maximum Top Chord Forces Per Ply (Ibs) 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 I: NA GCpi: NA Plate Type(s): B - C 0 -%4 I - J 0 -2711 Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.16 C - D 0 -957 J - K 0 -2711 Lumber D-E 0 -2355 K-L 0 -1581 E-F 0 -3193 L-M 273 0 Top chord 4x2 SP #1 F - G 0 -3201 M - N 273 0 Bot chord 4x2 SP #1 G - H 0 -3201 N - O 0 -5 Webs 4x2 SP #3 Plating Notes Maximum Bot Chord Forces Per Ply (lbs) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Additional Notes AC -AB 0 0 W- V 0 0 + 2x6 continuous strongback. See detail AB- Z AA 1833 0 0 0 W- U U-T 3079 0 3079 0 STRBRIBR1014 for bracing and bridging �k recommendations.. e Ile Z- Y Y - X 3178 0 3193 0 T- S S - R 2252 0 891 -12 Webs are square cut except dbl diagonals or as X-W 3302 0 R-Q 0 -61 otherwise shown. NO; P , - Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply (Ibs) 00 Webs Tens.Comp. Webs Tens. Camp. - STATE OF AC- B B 12 0 1298 0 J- T T- K 0 - 67 646 0 -AB AB-D 0 -1180 K-S 0 -955 982 0 ` D- Z Z-E 726 D 0-1121 S- L L-R 0 -1291 F- X 228 -156 R- N 0 - 288 X-G 267 -488 N-Q 89 0 4€'1015A38FF5B8180BB7F4900992€85FB ' G-W W-I 47 -344 278 0 O-Q P-Q 0 - 42 0 -1111 3#uuarztluusstxeervaker zipndwdn�aindby6RasAmwtbw I-T 0 -522 PE fa. tic.rAyujil en the dasxshown abom wki; a SHA,1 aLtlreriY.;ca'ta r�1e, tmdtt�iaxc3thind.�.,.,.,�..�eratermx7€cxad �sxada�adsezalad a dt11iz.,SKkiQt.1A ntmxo=WdeMn thaWAIttdrmaarfdectWWz xaaalas.. —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 anrTSBCA) fr safety practices prior to performing these functions. Installers shall provide temporary �x/rey bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, onr rartrarts nr as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to t drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinff��Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI7fPl 1, or for handling shippinV, 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 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 a and these web sites: ALPINE: www.al ineitmoom: TPI: www. inst.o SBCA www.sbc ndu .coin ]CC: www.iccsate.or Job Number: 36CS00040 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: FT9 I' 7'8" 5'8" 2' ,I F5 {` 2-6"12 1 1115X6(R) =3X4 AB C D tj*If3' 1 Ply: 1 SEQN: 6824111 T43 I SY42 Qty: 7 FROM: GLM DRW. Wgt: 119.0 Ibs .. / ... 17'4" 9'8" 13"1� 1113X4(R) 1112X4 W=3X4 =3X4 1112X4 =4X4 E F G H I J K 1112X4 L M 1011 is l��it Moil IIILA4 =OA0 =Olio III/ -AD IIFJAO(R/ =JAo W=H0308 17'4" 05117/2018 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in [or. Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.310 T 657 360 A 943 I - I - ! - l - / 3.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.547 T 504 240 N 960 / - / - ! - / - 14.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.039 L - - A Min Brg Width Req = 1.5 EXP: NA Des HORZ 0.054 L - - �L) N Min B Width Re q 1.3 .00 Height: NA ft 9 NCBCL 10Mean HeiL: Cade / Misc Criteria Creep Factor. 2.0 Bearings A & N are a rigid surface. .00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf BldgCode: FBC 2017 RES Max TC CSI: 0.908 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.788 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 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 Lumber D- E 0 -23TT J- K 0 -2726 E-F 0-3212 K-L 0 -1611 Top chord 4x2 SP #1 F- G 0 -3221 L- M 3 0 Bot chord 42 SP #1 Webs 4x2 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. Y - X 0 0 S - R 3319 0 X- V 1863 0 R- Q 0 0 Deflection#i W- V 0 0 R- P 3096 0 Max JT VERT DEFL: LL: 0.31" DL: 0.29". See detail DEFLCAMB1014 for camber recommendations. * V - U 3198 0 P - O 2273 0 U- T 3212 0 O- N 918 0 Additional Notes ftia T - S 3323 0 + 2x6 continuous strongback. See detail ►No 047M - STRBRIBR1014 for bracing and bridging ras. Maximum Web Forces Per Ply (Ibs) recommendations. � Webs Tens.Comp. Webs Tens. Comp_ Webs are square cut except dbl diagonals or as Y - B 12 0 R - 1 254 0 otherwise shown.10 B- X 1318 0 1- P 0 -502 Truss must be installed as shown with top chord up. X - D 0 -1200 J - P 0 -68 D-V 716 0 P-K 616 0 V-E 0 -1114 K-O 0 -920 �0 ON F-T 247 -121 LO-N -1280 44,11#1T-G 220 -495 N-M 0 -15 .. G-R 46 -315 M-N 0 -44 40 015A38 EF 5B S1 B0 BB 7F49 00 99 2E 85 FB Thu Itomh" becnelazsatamt^. '?psf cd aosdt&alad by vfwwel matmez. PEM. tte.CdrE82i e� tiaa2asr sPosw�a aEzera sr.�ag a SNJk3 ar�ent9tazicrouda nbradsa9tmsiaf&.hdum�u vas mot ca &esadska"md:amhd an'_tin':.`v. ?Z.AQntka scodenut bavmdfodartacYA"trark co;A1. "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS reqquire extreme care in fabricatingg handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf ) Safety Information, by TPI and'SBCA) fiiF safety practices priorto pertorming these functions. Installers shall provide temposrryy nrrey per BCSI. Unless noted o�herwise,top chord shall have propedy attached structural sheathing and bottom chord shall have a proppefly d rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, ©nr anents,t,r icable. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to fr 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 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 le of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Information see this iob's general notes page and these web sites: ALPINE: www.alpineltw.com; TPI: www.tpinst.org; SBCA' www.sbdndustry.com; IM www.iocWe.org Job Number: 36CS00040 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 / ... 05/17/2018 1'9"9 3'10"2 5-9"3 7'8"4 97"5 11'6"6 13715 I 15'3" 1'9"9 20„9 I~1'11»1 1'11"1 1'11"1 + 1'11"1 19„9 '1 1'11"1 'I T 'v 1 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " 1112X4 =4X10 =4X6 =4X4 =4X4 =4X10 =3X10 JA B C D E F G H I =3x1U =4Xb =4X4 =4X4 =4X1U =4X'IU 15'8" f 1'9"9 + 1-11"1 + 1'11"1 T 1-11"1 , 1'11"1 i 2-0"9 i 1-11"1 r 1.9"9 5H2'2"9 4'1"10 6'0"11 7'11"12 9'10"l3 11'11"6 13'10"7 15'8" " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA It Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x6 SP #1 Bot chord 2x6 SP M-26 Webs 2x4 SP #3 :W3 2x4 SP #1: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 2 Rows @ 4.50" o.c. (Each Row) Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.00 to 50 plf at 15.67 BC: From 5 plf at 0.00 to 5 ptf at 15.67 TC: 998 lb Conc. Load at 0.54, 2.48, 4.48, 6.48 7.52, 9.52,11.52,13.52 Plating Notes All plates are 3X4 except as noted. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf. NA Ce: NA VERT(LL): 0.262 E 718 360 Lu: NA Cs: NA VERT(TL): 0.458 E 522 240 Snow Duration: NA HORZ(LL): 0.039 A - - HORZ(TL): 0.053 A Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.657 TPI Std: 2014 Max BC CSI: 0.572 Rep Factors Used: Yes Max Web CSI: 0.878 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions (Ibs) LOG R I /Rw /Rh /RL /W R 4842 /- /- / /- /- J 4001 /- /- /- /- /4.0 R Min Brg Width Req = - J Min Brg Width Req = 1.5 Bearing J is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 0 -16 E-F 0 -6420 B- C 0- 2970 F- G 0- 5844 C- D 0- 4929 G- H 0- 4563 D- E 0- 6095 H- I 0- 2536 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R- Q 2677 0 N- M 6023 0 Q- P 4731 0 M- L 4854 0 P- O 6028 0 L- K 2939 0 40 O- N 6500 0 K- J 12 0 .. 00444-'d' Maximum Web Forces Per Ply (Ibs) . Webs Tens.Comp. Webs Tens. Camp. A-R 0 -305 N-F 451 0 * R-B 0 -2923 F-M 0 -568 B-Q 927 0 M-G 1123 0 e Q-C 0-1998 G-L 0 -919 C- P P-D 628 0 0 L- H H-K 1843 0 0 -1275 STATE OF. D-O -1247 212 0 K-1 2773 0 e O- E 0- 460 I- J 0 -1236 E-N 3 -254 40 015A38 FF 58 81 BO 88 7F48-00 99 2E 85 F6 Y,fsf:=0=Aadby rra=&I Marthca, FEM. Lk. 04nn2i an Cis dM shown aba?m nga SNdwi =Aent4s lkao d 5*rbeedeo�hm.Mzd=r=A oatct�W&ndOptgimAanalnd and: 3w_Aentka43as mde rawest CssveA dmamrd"Iwrk- mx. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporaryy BCSI. Unless noted o1herwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a pro My id ceiling Locafions shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, e. Appfy plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. 12efer to 60A-Z for standard plate positions. a division of ,IYI 1; or for n acceptance any structure failure to build the g or cover page in. The suitability �apev om/tvnerats;,�� i1 . Job Number: 36CS00040 Ply: 3 SEQN: 682437 / T35 / FLAT 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: FG2 Wgt: 117.6 Ibs / ... 05/1712018 1, 5'8" I' 179 + 3'10"2 5-9"3 } 7'8"4 + 9-7"5 11-6"6 } 13'3"15 1_ 5315—"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 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " 1112X4 =3X10 =4X6 =4X4 =4X10 =3X10 A B C D E F G H I =4X1U =4X6 =4X4 =3X10 =4X1U 15'8" 1'9"9 1'1 1"1 1'11"1 1'11"1 1'11"1 2-0"9 1-11"1 1'9"9 5"" 2'2"9 4'1"10 6711 7'11 '1 "12 90"13 11'11"6 13'107 15'8" 5 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA it TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x6 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP #3 : W3 2x4 SP #1: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 2 Rows @ 4.50" o.c. (Each Row) Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) TC: From 50 pif at 0.00 to 50 plf at 15.67 BC: From 5 plf at 0.00 to 5 pit at 15.67 TC: 956 lb Conc. Load at 0.85, 2.85. 4.85, 6.85 8.85,10.85,12.85,14.85 Plating Notes All plates are 3X4 except as noted. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R i 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: 0.502 / - 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)/10(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 Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R- Q 2431 0 N- M 5444 0 Q- P 4252 0 M- L 4464 0 P- O 5339 0 L- K 2787 0 O- N 5735 0 K- J 14 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ A- R 0- 237 N- F 277 0 r: ►� � �7 2 �c R-B 0-2655 F-M 0 -481 B-Q 827 0 M-G 940 0 Q-C 0-1770 G-L 0 -801 ' C-P 523 0 L-H 1616 0 STATE P- D D- O 0 -1046 180 0 H- K K- I 0 -1208 2627 0 •� O-E 0 -385 I-J 0 -1338 w.a ." E-N 3 -150 40 015A38 FF 58 81 B0 8B 7F48 00 992E 85 FB +'fAlG ttafriRaB ]3EiY9 t'(tZtCGSbf2�}43tCd>iddtdi��fjI P17�f+Jdt'�147b1[%Pt� n ("FL. Lk. 04r192t on the cam sfwwa abaw whig a S M4 a-theadot;eetuge. maid capinaaf 61% afncta ,,taa,a'motccrs 6wvd*natdrx =bd and tha sgAs2 wffiantkzlimacat t'nmt tau vvdfW cae awl dactmnk CWIDL "WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, bV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�henaise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Appty plates to each face of truss�and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of TPI 1; or for h acceptance any structure tis drawin any failure to build the on this d9awmg or cover page. . i design shown. The suitabtltty ttrrey. nmfratrrnts:t,z see Job Number: 36CS00040 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 / ... 05/17/2018 12 4 C T d 2X4(A1) B d' ti :12 A D SEAT PLATE REQ. 3' fti 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 D - Des Ld: 37.00 EXP: C Mean Height: 15.00 ItHORZ(TL): 0.002 D - - NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.184 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.069 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C 40 R15ASS FF 5B 89. BOBB7F48-00 99 2E 85 F8 AU iram]L�LYxtxsalac x7�,nadAid waladbyruraraAUdiner PEt%. Lk. W1921 at theeAftOWW14 abaft whiff; a SHA4 zadl4fdmwawda, ntamd 'apbacithk d0==rAama'tot cowl&radd ixrnd maalad and raisayrtufmak cnr3m ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 194 / 89 / 154 1- / 58 17.6 D 49 /6 /39 /- /- 11.5 C 62 /43 /24 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 20 -62 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 *"WARNING— READ AND FOLLOW ALL NOTES ON THIS 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 f Safety Information, b TPI and SBCA) for safety practices prior to performing these functions. installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathincql and bottom chord shall have a pro pperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. A .pTy plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of ITW BuildinttL�Components Group Inc. shall not be responsible for any deviation from this drawindq any failure to build the conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this rawing or cover page. . this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability ce of this yawing for any structure is the responsibility of the Building Designer per, ANSIlTPI 1 Sec.2. a on�jmerents ur Job Number: 36CS00040 Ply: 1 I SEQN: 686378 / T37 / HIP_ 4EGB-Galen-2432 "H" OL /DR Horton 14EG8-Galen-2432 "H" OL City: 2 FROM: GLM DRW. Truss Label: 4CJ3 Wgt: 15.4 Ibs .. / ... 05/17/2018 12 2.83 p C _� 2X4(A1) B A E D SEAT PLATE REQ. �-- 1'5" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C' Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1-60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Wind loads and reactions based on MWFRS. 4'2" 14 4'2" 14 Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in lot Udell U# Loc R / U / Rw / Rh / RL / W E 151 / 77 / - 1- 1- 110.6 Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 70 14 / - / - / - 11.5 Snow Duration: NA HORZ(LL): 0.001 D - C 36 / 5 / - / - / - / 1.5 HORZ(fL): 0.004 D - - Creep Factor. 2.0 Wind reactions based on MWFRS E Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.081 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.111 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing E is a rigid surface. Bearing E 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 9 -7 B-C 9 -2 40 Oi SA 8E FF 5B 81 BO are 7€49 00 99 2E 95 FB T.hU *nod == saarail by Fvta�lmartimm ?Eta. tit.C37IH2j an t'?itt daso:.sh,rw� a6am� txdng a S1fi-Z sensLcrrr�te, ftbled c=14% cidliAdmaw=mo ytcmxla +red sfgno mad sealed madds Mz Azaaa en aftcaasxx4ani:,.I:Cn»sdFsadtaka g�cctrmrsk cap%L Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comport Safety Information, byy TPI anr7'SBCA) i safety practices prior to performing these functions. Installers shall provide temporarryy arrr�l bracing per BCSI. Unless noted olherwise,top chord shall have propedy attached structural sheathing and bottom chord shall have a propefly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 610, opi j�,neitts;ur as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. fZefer to I drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuiMinccL�Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrtPI 1, or for handling shippingq, installation and bracing of trusses.A seal on this drawing or cover pa e. 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 tire responsibility of the Building Designer per ANSIITPI 1 Sec.2. Fnr mnrn infnnnannn c Chic inh'c —nenaf nnto — and thaw—h _titer Al PIMP—aW.Pif.— TPI- w Minor nm- CR(.A- u chrindnOm rnm-'r:r.- w ir—fw nm LT. GNumber: 36CS00040 Ply: 1 SEQN: 686380/T12 /HIPS B-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM:GLM DRW: ss Label: 4132 Wgt: 44.8 Ibs / ... 05/1712018 N d' 3°75 3'0"8 3'0"8 12 4 p SEAT PLATE REQ. 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 Des Ld: 37.00 EXP: C 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/ 6'11"8 10, 3'11" I 3'0"8 `1 C =4X6 =V4 T d' E=2X4(A1) F H G 1112X4 =3X4 SEAT PLATE REQ. 10' 2 374 3'5"12 3'4" 1' 374 6'8" 10, Snow Criteria (P9,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefi L/# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.029 G 999 240 B 632 / 268 / - / - ! - / 8.0 Lu: NA Cs: NA VERT(TL): 0.077 G 999 180 E 632 1268 ! - / - ! - / B_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)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 19 -14 D - E 484 -1297 B - C 482 -1304 E - F 19 -14 C - D 439 -1256 40 015A $ Ff 56 K B0 BB 7F48 00 99 2E85 FB TkU Item hmbs aax9:m Wbg rAax lMvtktcc MOL. tic.04710.(am t2ta&.0s mea atFaYm Wns 25riA$ sanliratieaur. , xprinted eviesmftlk doe"Mer."tm mot &Wd stfWdMd mind aad ttrt <,.lf3 l adffieofime�m zode mmk be wdfed m aeydectru"k codes. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1217 -442 G - E 1210 -444 H - G 1239 -440 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 164 0 G-D 170 0 C-G 17 0 -WARNING- READ AND FOLLOW ALL NOTES ON THIS 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) fsafety practices prior to performing these functions. Installers shall provide temporaryarTey bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propey attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, o rtrnttfts ur as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to I drawings l60A-Z for standard plate positions. Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pr'ression;k engmeerm 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. Pnr mmrw infnrmaKnn caa thie inh'e nanwml nntwe nano anA ihxw uroh cNwe- AI PIMP vuuw wlninaifiu mm TPI• - tni-t nm• CRrA• - i-fa nm 2 374 3'5"12 3'4" 1' 374 6'8" 10, Snow Criteria (P9,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefi L/# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.029 G 999 240 B 632 / 268 / - / - ! - / 8.0 Lu: NA Cs: NA VERT(TL): 0.077 G 999 180 E 632 1268 ! - / - ! - / B_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)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 19 -14 D - E 484 -1297 B - C 482 -1304 E - F 19 -14 C - D 439 -1256 40 015A $ Ff 56 K B0 BB 7F48 00 99 2E85 FB TkU Item hmbs aax9:m Wbg rAax lMvtktcc MOL. tic.04710.(am t2ta&.0s mea atFaYm Wns 25riA$ sanliratieaur. , xprinted eviesmftlk doe"Mer."tm mot &Wd stfWdMd mind aad ttrt <,.lf3 l adffieofime�m zode mmk be wdfed m aeydectru"k codes. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1217 -442 G - E 1210 -444 H - G 1239 -440 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 164 0 G-D 170 0 C-G 17 0 -WARNING- READ AND FOLLOW ALL NOTES ON THIS 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) fsafety practices prior to performing these functions. Installers shall provide temporaryarTey bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propey attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, o rtrnttfts ur as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to I drawings l60A-Z for standard plate positions. Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pr'ression;k engmeerm 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. Pnr mmrw infnrmaKnn caa thie inh'e nanwml nntwe nano anA ihxw uroh cNwe- AI PIMP vuuw wlninaifiu mm TPI• - tni-t nm• CRrA• - i-fa nm 40 015A $ Ff 56 K B0 BB 7F48 00 99 2E85 FB TkU Item hmbs aax9:m Wbg rAax lMvtktcc MOL. tic.04710.(am t2ta&.0s mea atFaYm Wns 25riA$ sanliratieaur. , xprinted eviesmftlk doe"Mer."tm mot &Wd stfWdMd mind aad ttrt <,.lf3 l adffieofime�m zode mmk be wdfed m aeydectru"k codes. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1217 -442 G - E 1210 -444 H - G 1239 -440 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 164 0 G-D 170 0 C-G 17 0 -WARNING- READ AND FOLLOW ALL NOTES ON THIS 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) fsafety practices prior to performing these functions. Installers shall provide temporaryarTey bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propey attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, o rtrnttfts ur as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to I drawings l60A-Z for standard plate positions. Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pr'ression;k engmeerm 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. Pnr mmrw infnrmaKnn caa thie inh'e nanwml nntwe nano anA ihxw uroh cNwe- AI PIMP vuuw wlninaifiu mm TPI• - tni-t nm• CRrA• - i-fa nm 11 r Job Number: 36CS00040 Ply: 1 SEQN: 686382 I T18 / COMN 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 2 FROM: GLM DRW. Truss Label: 4131 Wgt: 36.4 lbs .. / ... 05/17/2018 5' 5' 12 4 r—=-- C=4X4 IIILA'+ 10, 5' SEAT PLATE REQ. SEAT PLATE REQ. 10' T M N i 5' 5' 1 5, 10, 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 Udell U# Loc R / U / Rw 1 Rh / RL 1 W B 433 / 205 / 272 / - / 79 / 8.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.013 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.033 F 999 180 D 433 / 205 / 272 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.007 F - - B Min Brg Width Req = 1.5 Code I Misc Criteria NCBCLL: 10.00 It Height: 15.00 TCDL: 4.2 psf Creep Factor: 2.0 D Min B rg Width Re q = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.192 Bearings B & D are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.213 Bearings B & D require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.078 Loc. from endwall: not in 4.50 It 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. VIEW Ver: 17.02.02.1208.15 A - B 19 0 C - D 470 -638 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. .No 047182 ` wr 40 015A38 FF 5B 81 B0 83 7F48 00 99 2E &5 FB r�trtt�rs s;s �l� s nod s:=,aladbyrna=aazrir=, a'^E ER.. tEc.g4FcS2.! an � at : ahawa a6m*rm Wk's a 54s']. a��UtCcit`�at�A9 �.�+f. a' tad coptnal6k dwsxwa=gat couliwed d`dn antis Iad mad tt. SKO z aWhcDtkzfi= mda riwk Da verlf ed m=y dactrarn€_ rasiaL B- C 470 - 638 D- E 19 0 Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens_ Comp. B - F 575 - 351 F - D 575 - 351 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 206 - 27 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, by TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temposrrYy per BCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a proppefly a rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, icable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. defer to Is 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusseS.A seal on this drawing or cover page_ . this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. crney ollijl^AIK7tf"a, rar e Gable Stud Reinforcement Detail ASCE 7-10N 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ort 140 mph Wind Speed, 15, Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, d5' Mean Height, Enclosed, Exposure D, Kzt = 1.00 „_, va, u,.,... usi.,H+ Pn +Null,, Fnrincad. Fxnnsure D. Kzt = 1.00 2x4 Brace Gable Vertical pacing Species I Grade No Braces (1) ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace le (1) 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 S #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' +y U o S P r H F #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' i' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' li' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' B' t2' 4' 12' 9' 14' 0' 14, 0' S P #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' -j #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, it, 11' 8' 14' 0' 14' 0' (U I D P L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, Ill Ill S. 14' 0' 14, 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' �-% #1 / #2 4' 5' 7' 6' 7' 9' 8' to, 9' 3' 10' 7' Ill 0' 13, ill 14' 0' 14' 0' 14' 0' +> _ Lf S P F -it3 4' 2' 7' 1' 7' 9' 8' 9' 9' V 10, 5' 10' 10' t3' 9' 14' 0' 14' 0' 14' 0' 4' 2' 7' V 7' 6' e' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' Standard 4' 2' 6' 1' 6' 5' 8' i' B' 8' 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' O #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' 8' 10, 9' 3' 10' 7' 11' 0' t3' 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 1 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' QJ D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' t0' 10, It, 10, 12' 7' 14' 0' 1 14. 0' d S P P #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10, 7' 12, i' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' Ill 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' L� U LJ Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' ill 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O 1-I P Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' #1. 5' V 8' 5' e' 8' 9' it, 10, 3' Ill 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' X d S P #2 4' 10' e' 3' 8' 7' 9' 9' 10, 2' Ill 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' l4' 0' 14' 0' 14' 0' 14' 0' D P L Stud 4' 9' 7' 4' 7' 10' 9' e' 10, 1' li' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3'1 11' 6' 12, 0' 13' 7' 14' 0' 14' 0' Diagonal brace option, vertical length may be doubled when diagonal brace Is used. Connect diagonal brace for 600# at each end. Max web total length Is 14'. Vertical length shown In table above. Connect dingonat at midpoint of vertical wek AN 11'W COMPANY 133B9 Lakefront Drive Earth city, MO 63045 Truss 1 la- )K / rLr L Brace 3i(3iE 2x6 DF-L #2 or better diagonal T 1 braces single 8r or double cut L 1 (as shown) at upper end, Refer to chart above for _ qe`� lh t l w VARNDiftsw READ AND FDLLDv ALL NaTcs ON THIS DRAVDKg wwDeERTANTww FLW44SH THIS DRAVDIG To ALL CONTRAC'TM DIMUD1NG THE INSTALLERS r5. t ` �OF-Af ruses requtre extrene care In fabrlcat6rg, handling,l-sMPPiAg, SUMIoo and bracing, Refertto and the latest edition of BCSI (BUOding Conpanmt Safety Information, by TPI and SBCA) f-i safety to these functions. Instaklers dull Provide tenparnrY bratlng Ped' BCS1, Z-'� .tkas prior perfornmg ss noted otherwise, top chord shall have propeAy attached structural sheathing ena bottom chord I have a properly attached rigid ceiling. Locations sham For permanent lateral restraint of webs I have bracing Installed par SCSI sections 43, 87 or B10, es nppticable, Apply plates to each face cuss nntl ppoodtiv, as shorn above and on the Joint Details, urdess noted otherwise, to drowwgs 160A-Z for ' _ '�'• 1lB rr atnndnrd plate positions. be responsa,te for any deviation from �9 is Dine, o dividon of ITV BWlding Conpanents Group Inc shall not drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for hondlir,g, shipping. R��, C_ dlatlon a bradng of trusses. sak- seat an this drawing fttft this ine Of PrOfe ( �thhee IntUcAtes s of a _ ft 4p Sp yy solely f design sham. Thsultabtlity and uthis drawing any stnvcaae tlx respons4Wty of the Building Deslgner per ANSI/TPI 1 SerE Zbj/ �� • For here Information see this •lob's general notes Page and these web sites ALPINE, nwatpineltw.eomh TPI- w-tperstaral SBCN m.sbdndustry.orgl ICG wrr.keseFaarg jfls?qqR. �6,1,(t(*AL t`f Bracing Group Species and Grades, Group A; S cute- Pine -Flr Hen -Fir Stnndard 1 #2 1 Stud #3 1 Stud 1 #3 lSt.ndard ➢ou las Fir -Larch Southern Pinet,ww #3 #3 Stud Stud Stnndard Stnndard Group BI Hen -Fir pl & Btr #t Dou las Flr-Lurch Southern Plnew a pl #1 #2 #2 lx4 Braces shall be SRB (Stress -Rated Board). awFor ix4 So. Pine use only Industrial SS or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 pip over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with V 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.120'x3.0' min) nails. )K For (1) 'L' brace, space nails at 2' o.c. In IS' end zones and 4' ac. between zones. )K)KFor (2) 'L' braces, space nails at 3' o,c. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 807 of web nenber length. Gable Vertical Plate Sizes + 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 Vertical Len lice AX. 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, Partlally Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 moh Wind Soeed, 30' Mean Heloht, Partlally Enclosed, Exoosure D, Kzt = 1.00 S 2"Brace Gable Vertical Spacing iSpeciesl Grade No Braces (1) lx4 'L' Brace w (1) 2x4 'L' Brace w (2) 2x4 'L' Brace r« (1) 2x6 'L' Brace w (2) 2x6 'L' Brace No Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6. 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' S f F #3 3' 6' 5' S' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' it, 13' 7' 14' 0' U u Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1, 11' 2' 11' 111 13' 7' 14' 0' O I� Standard 3' 6' 4' 7' 4' it' 6' 2' 6' 7' 8' 4' 8' Ill 9' 8' 10' 4' 13, 1' 14' 0' #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 1t, 9' 3' 11' 9' 12' 2' 13, 11' 14' 0' _j • S P #2 3' 8' 6' 1' 6' 6' 1 7' 5' 7' 8' 8' 9' 1 9' 2' 111 7' 12, 0' 13, 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' Ill 8' 9' 9' 1' to, 1' to, to, 13' 8' 14' 0' D F L Stud 3' 7' 4' 10' S' 2' 6' S' 6' it, 8' 9' 9' 1' 10' 1' 10' 10' 13' 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' e' 11' 9' 7' 12, 2' 13, 0' U_ #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' _P S P fF- #3 4' 0' 6' 7' 7' 5' 8' 4' 8' S. 9' 11' 10' 4' 13, 1' 13' 7' 1 14' 0' 14' 0' U u 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' O I� P taStudard Snd' 40' 51 8' 6' 0' 7' 6' 8' 0' 9' 11' to, 4' 11' 10, 12, 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' e' I1' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' / S P #2 4' 2' 7' 2' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' 11' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13, 3' 14' 0' 14' 0' DF L Stud 4' V 5' 11' 7' 11' 8' 5' to, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' K6141 7' 0' 7' 6' 9' S' 10, 2' 11,0'11' 9' 14' 0' 14' 0'#1 / #2 4' 8' 7' 11' 9' 4' 9'8'10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d SPF #3 4' 5' 7' 7' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0'HP 0 rlStandard Stud 4' 5' 7' 7' 9' 2' 9' 6' 10' 111 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' 4' 5' 6' 6' 611 8' 8' 9' 3' 10, 11' 11' 5' =13' 7' 14' 0' 14' 0' 14' 0' X d S P 01 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' IV 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 8' 7' It. 8' 2' 9' 4' 9' 8' 111 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 1t, 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' r-I Stard nda 4' 5' 6' V 6' 5' 8' V 8' 7' 10, 11' 11' 5' 12' B' 13' 7' 1 14' 0' 14' 0' Bracing Group Species and Grades, Group Ai S ruce-Pine-Fir Hen -Fir #1 / #2 IStandarEdl 1 02 1 Stud #3 1 Stud 1 1 #3 Standard Dou las FIr-Larch Southern Pinew.w a3 113 Stud Stud Standard Standard Group Bi Hen-FIr 01 & Btr ai Dou ins Flr-Larch Southern Plnewww #i #I #2 #2 lx4 Braces shall be SRB (Stress -Rated Board). w.For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values maybe used with these ;des. Gable Truss Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gobte end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. AboutjC. Attach 'L' braces with 10d (0.128'x3.0' min) nails. - X For (1) 'L' brace, space nails at 2' o.c. able Truss in 18' end zones and 4' O.C. between zones. ce alts at 3 ,zones eand Diagonal brace optlon, nn 18'2end 6' o.c.nbetween zones. vertical length may be ' doubled when diagonal 18, bracing must be a minimum of 80% of web brace is used. Connect L member length. diagonal brace for 690# •L• Gable Vertical Plate Sizes at each end. Max web Brace total length Is 141. Vertical Length No S lice J)K j 2x6 DF-L 02 or Less than 4' o' 2X4 i better diagonal 'r Greater than 4' 0', but 4%4Vertical length shown bracei single ,l thl2' 0'In table above. 4S' or double cut L (as shown) at • Refer to common truss design for upper end, m 11 peak, splice, and heel plates. ontlnuous Bearing Refer to the Building Designer for conditions Connect diagona at 1tt111111/1 not addressed by this detail. midpoint of vertical web. Refer to chart above for max gtMe' rY(h1t, length ..VARNINGta READ AND Fa LLOW ALL NOTES IN THIS DRAVING ..DwTMURTART- ruRNTSH TWAVING TO ALL COKTIWTORS INCLUDING THE INSTALLERS, • avii REF ASCE7-10-GAB16030 TruFolios In o matio , b TP banding. Refer to and $ quire tonne car¢ ti ukdngfabricCompting. nendlira, Safety Falaw tha laL¢at editionre of are (Busing Component Safety Ling. i otkm, by TPI and SBCA) for safety ` ; DATE 10/01/14 practices prior to p¢rforning these functions. Installers shall provide temporary aracI7 per BCSL ll less top have bottom ti` �� V�G�Nsfi ` noted otherwise, chvd shall properly attached structural sh-tWg and chord shill have n Property attached igid celift, L.-tions sho- far permanent Lateral restrolnt of ebs .halt have bradng 1-talied SCSI sections 83, 87 210, Apply to each fnc. No / DRWG A16030ENC101014 l'7 r�� I I 1 L_J I� per or s applicable, plot.$ of truss aM as sho.n aboveand- tiv Jost Detals, unless notedother.ls¢. = �' Q ILI�IU,--+ P.-ni- Refer to drawings 16CA-z far stands d plate positions. Alpine, division TTV DuRdlna Components Group be for deviati from = AiE OF MPANY AN fTW COis a of Inc shall not responstble w thon drawing, any failure to build the truss In conformance with ANSI/TPI 1, or far handYw,a, shipping, Installation . bracing of t-ses. _Q Q` 'i MAX. TOT, LD, 60 PSF A seal on tllb d-VAG or cover page DstkV this drawing, Indicates acceptance of Prof ... Ic al �Q p `®. englneerb msponst% solely Par t w df sr slam The suitability and use of this dmvbv for anY stev,ctue thm spondbWty of tFne lhAdfng Deslgnx per ANSVTPI 1 Sac.Z .0. T",1,4x� 13389 Lakefront Orive Earth City. MO 63045 For norexlnfornatbr s¢e this ob's cameral notes page and thece .eb sites+ „ „, . e„,�. _w...��.., a �. ... ..� ..,.,.... ,rr ___Jrrenfunm ,5fj��aitia �¢f.�... �QNA1e .. tag MAX. SPACING 24,0' t IT Relnfol Menk Ga Tr Calcite Detail For Let -In Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of member length, Gable vertical length greater than 48' 'L' :)r 'T' brace required sc a,�6 Gable Truss Plate Sizes Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. ©Refer to Engineered truss design for peak, splice, web, and heel plates, ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Examples 2X4 2X4 2X8 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 Naltsl 10d Common (DA48'x 3.1,min) Nails at 4' ox. plus (4) nails In the top and bottom chords. Toenalled Nallss 10d Common (0A48'x3',min) Toenalls at 4' ox, plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable deta0 for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detait Drawings A11515ENC101014, A12015ENC101014, A140L5ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 See appropriate Alpine gable deta0 for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - ar - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detall). Maximum allowable 'T' reinforced gable vertical Length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30x8'7'=11'2' 'T' Relnf. 'T' Mbr. Size Increase 2x4 30 2x6 20 a 0 lull\v'II1L�-- ��Ol� itr AN TTW COMPANY 13389LakeFw1DrW Eaih C' ,M063R45 — "WARNUAiits KAD Arm fu.LOV ALL WITS w nos DRAVDiG7 ssm�PWAW" RM]S1 TM MAWIM Ta ALL CRTIRACnXtS DMUMM ME INSTALIERS. Trusses requFe extrers core In fabricating, handling, shtpphg, hstalUrg old bracing, Refer to and follow the ate:t ed,aon of RCSI component Safety Information. by TM and SBCA) for safety procdces prior to performing these funs ions. Installers shall provide temporroorryy �brodr�p per SCSI UMess noted otherwise. top chord shall have property attached structural sheothing and bottom chord shoo have a properly attached right ceRhg. Locations shown for permanent lateral restraint of webs J or Det as u.Tn lcobte. Apply pintas to each face of t have bracing installed per above sections the of Crass andpo skin as sMrn above and on the .blrt Befalls, w,less rroted opieMse, Refer to draeMgs 1fiBA-Z for standard plate poskbns. Alpine, a division of ITV BuAdng Components Group Imo, shalt not be responsible for any deviation from this drawing, any failure to build the truss in cmwormnnce etth msl/ ! 1, or for hondung, shipping, Installation t bracing of trusses, A seal an ihhs drneYp or coverpape asthg this drswlng, Indicates acceptance of professional elapYleerIng resooees _ softly for the Clegg sh"M The e,nabuey and use of this drarig for any AA;.; e'e is tlme respon.,raty of wog ae+Igner per MUni'l I See& For more Information sow this job's general notes page and these web sites ALMF� seea ekwaomh TPA www,tp►s _SRM wewAWldUstryargl &a eeelccsafe.or i!\N13a1i1ltlb 3`��ti3 '" H°s -.gP,sa F', '�- •� miu ilAt7ti2 r Ara: '� ryas hyy��yrE fl� i t�rR F y�� ita59: ' •:m »\,\ii"` �nswssam�ms�;� _ _ w .... MAX. TOT, LD. 60 PSF REF LET —IN VERT DATE 10/01/14 DRWG GBLLETIN1014 BUR. FAC, ANY o MAX. SPACING 24.0 Hip Frame DetailsiB —q Hip Frame \./ A V A M7,.. 2: I'R xthed Use this detail ASCE 7-10, 180 fort mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber, Residential, Wind TC DL=4,2 psf, Kzt=1,00 Structuraanets must be properly attached directly To hIki,o E AVwr,,Uns, WsVAMWGP- READ Arm FIL.LDY ALL NMM CH THIS WAVM outPCOWr W FURNISH THIS DRAVM M ALL CO7TRACMRS MMIL ING THE DWAUDM Trusses require trans c¢re In fabricating, handling, sHppap, Installing and bracing. R¢Fer to and e` GEM % V REF HIP FRAME DATE 10/01/14 fallow the latest emotion of BCSi CBuAding Canponent safety Infonsatlon, by TPI ¢M SBUJ for safety prnctkes prior to perf—hit these functions. 1—tniters emit provWe twnpornry �6radng per BCSL Unless rated otherwise, top chard shall have properly ¢ttncheJ stnxtural sheatrvnp and batton chord shop havo a property attached rWId cesing. Locotlons crown far pernnnent latorat restraart of webs. _ N ]� — 5 _ DRWG HIPFR1801014 ��'� Il��JJ �' ALP j or Det as nppessble.no Apply plow. to each face chntl have bracing Installed per ale seed m the of truss and ppoosltbn as shown above and on thr Joint Ikta0.s, unless rated otherwise. Refer to draw 16OA-Z for standard � lS+, A E OF nri (fWODMPANY its plate positions. Alpha, a division of ITV W12p C¢nponerrts Grouupp Inc shall not be res —rle for my devlatlon Fran this drornp, any faRure to build the truss In confarm=e with MiSI/TPI 1, or for hnndUng, shlpphV, -O A" Q Z Nstnllatlan t bracing of trusses. A seal on this drawing or cover Pape Usthg this drawng, hdcates acceptance Of professional ergMee"rg m Tin° s ellyya`r a Sar2 �mg 111 3 front DO- Ah Cily13389 8M0630a5 ..spor�k'!y r`yANSI,TPi I for any at, Rlty Loa lure is tlx dhp Dade For rwra Infornation see fink J. general notes pope and these Web sites !'t C � �dNl14e 6/ /e/f41111E1111411 `` ALPDIE, wwwalpbeitw.conl TPB ew.tpinstargi SBCN Wrr.ahclndustryorpl IM —.lccsafeorg I Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, X)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, Unless specified otherwise on engineer's seated design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web Is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced withi properly attached, rated sheathing applied prior to valley truss Installation, Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. Xxx Note that the 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', 2X4 4X4 12 3X4 Valle 12 MSpacing -�5ff 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional. Hip -- B-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail Valley Val. 4X4 Toe-nalled QJ G\�9 SQa 20-0-0 (++) Supporting trusses at 24' o.c, maximum spacing, NAVARNMUS SAD AIM FUU-aV LL NOTES CH TIM M'WM IVIA' , TC LL 30 30 40 PSF REF VALLEY DETAIL -WMTANT" FURNISH THUS DRAVTNS M ALL CONTRACMRS IIMOM THE 1HSTALLERS Trusses req.dre extnne con Hn fabrimtbv, handiha, shipping, InstdWp and brodng, Refer to and fprai ctk se Masi W"peron of D �sa��tl p—mtn er: aI.forhalt ra �'i TPI °��aBG» ev.� scsiy ��„� �,t ' ��'/,e 1 C DL 20 15 7PSF DATE 10/01/2014 Ura.ss noted other.[,., top d—d shalt have properly attached straaty,-al abaa mho a°r� Batton dwrd e,^- BC DL 10 10 10 PSF DRWG VAL160101014 shall hay. a properly att..h.d HOW -IUn Locatbns ahem far p.rnm.nt lateral restraint of eb. n shalt F—C bm" Installed per EMI sactbne R3, a7 BIo, as arable. Apply plates to each face = � �' BS LL O 0 0 PSF d11'' of truss " podtl— as shorn above And an the Joint Details, um ess rotod othor d— l'POV Refer to dra.oas ISOA-2 far standard plot. Pashto — Alpine, . U.NT- of ITV BuRddhhpp Compments Group Inc. shwa not be responsible for any dedaton from - 1 t AT>= OF TOT. LD. 60 55 57PSF Pashto — AN II'WNMPANY this dr.0,4, any faR re to butd tiv truss h conformance r[th ANS1/TPI 1, or for hanWna, shpphg, - InstaUation k bradng of trusses. �> A seal on Vd. d- .I g or cover page Usthg tH. droslna, kMcat.s oceeptanee of professional n�m�s�R1�, solely far the dee7grt ,hash. the suttabltty a,d use of this draetrp .� l% d t^. �� ! UR.FAC.1.25/1.33 1.15 1.15 133Ba Lakd—I Drive for arty is the nrpmsThPtty °V the BN6nY Deslgrwr par N6I/iPI 1 Sec2. ' c�'++ Earth City, MO 63045 For rare hforratlon see the Jo General rates ppoappee and these eeb sites i, `., ((tt "�` �� SPACING 24,0' ALPINE, rrrAlph.Itr.aoni TPL rrr tphstorai SBCM rn.sbclndustry..V, TCO ...dccsofearg Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 Pt Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere in roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Henn Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5P0 psf (min), Kzt=1.0. Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or, drag strut loads, xx Refer to Engineer's seated truss design drawing for oloovback and base truss specifications, Detail A 1 Purlin Spacing = 24' c,c, or less 12 ends and at 24' max o.c, spacing In between, Detail B 1 Purlin Spacing > 24' o,c, 12 Up to 12 Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 k3 grade scab (I side only at each end) attached with 2 rows of 10d box nulls (0,128101) at 4' o.c. Attach purlin bracing to the flat top chord using a minimum of (2) 16d box malls (0,135'x3.51). 4' I I \\ / I Purlin I I Spacing) LTop \\ (/ I 24' o.c, max Chord Scob (Typical Each End> Chord Flat top chord purlins required at Depth both ends, purlin spacing > 24' o,c. Note, If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o,c. max, and use Detall A, i1}IMIUM11 VAt7NDIfiLw REAB AND FIILLDV ALL NOTES U( TNIS DRAVIICd —WMTA1(Tws FUNSH THIS IIRAVI% I11 ALL CMMACTMS INCLUDING TM INSTALLERS `�� v A�fflt� ' 1 Trusses requiro extreme are In Pabricntlnii, handling, shipping, In UMU and bracing. Refer to and \ E�S foltow the latest edition of SCSI (BuldIng Component Safety Tnfornatwn. by TPI and SBCA) for safety practkes prlor to perfo"Inl these functions. Installers droll provlda tenporarY �bradng per BCSI. g ��C l Unl !ed otherwise, top Nord shall have properly hashed structural ShenthVg and bottom chard shall have a properly attached rigId Selling. Locations shown Par permanent lateral restraint of webs N a ac appIlimbto. Apply plates to anti fncv shall have bradng installed Per tics, sand en the j or Details, of truss ppoosition as seem above and on tea Joint Betasc, uMess noted otherwise. _ = i1Hfl1NQ)MR4Ny draw Refer to drowingc I60A-Z for stontlnrtl plate positions. Alpine, a Nvislon of ITV Building Componontc Group Inc, shalt not be responsible for anyy tl W tlon from this drawing, failure to build the truss In ANSLTPI 1, for hnndUg, shppng, +J+�)� A�C (5�` any conformance with or Installation 6 bradng of trusses. A seat on this drawing or cover page Usthg this drawing, Indicates acceptance of professional ro af this �� TMBes �thesre�yspormmYlty 13389 Lakefront Oriv Earth City, MO 63045 for any I. o melm r• per SI/tPt t Seca For more information see this job's general notes and these web siten ALPINE, wl talneltw.caml TPD www.totnskorSBCM owe.sbcindustryora) IM wwdccsoPearg f "�!V®I Cl`a�,^�.. \t�\ Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab (I side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'X The top chord q3 grade 2x4 scab may be replaced with either, of the following) (1) 3X8 Trutox plate attached with (8) 0.120'x1,375' nulls, (4) Into cap TC & (4) Into base truss TC or <1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'x1,375' nalls. Note, Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'x1,375' nulls Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' <min) APA rated sheathing gussets (each face). Attach @ 8' o.c, with (8) 6d common (0,113'x2') nails per, gusset, (4) In cap bottom chord and (4) in base truss top chord, Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical. Scabs 2x4 SPF 112, full chord depth scabs (each face), Attach @ 8' o.c. with (6) IOd box malls <0.128'x3') per scab, (3) In cap bottom chord and (3) In use 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 {eeth to ppIggback at time of fabrication, Attach to sup or ling truss with (4) 0.120'x1.375' nails per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. SPACING 24,0' ...fuunullal�.• a � . REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 A CLR Reinf orcing This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired, Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type, Web Member Specified CLR Alternative 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 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(W 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-Reinforcerient: 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 80% of web member length. T-Reinf, L-Reinf, Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length, Scab Reinf, /Z -XVARNRAZes SWAB Aim fBLLBW All NBTES IN TM DRAWDIGI o111PURTM FUR! i THIS DRAW= TO ALL CQ(iRACTORS INtl.UBM THE BiSTALLERS. �� ``�� Mq /.1 /i� TC LL PSF REF CLR Subst. Trusses require extrene care In fabricating, hondUng, shipping. InstalUng nntl bracing. Refer to and follow the latest efptlan of BCSI CBul, Component Safety 1�Fornauon, by 1 and SBCA) for sofaty `� �# A� //1� � TC DL PSF DATE 10/01/14 pprraactices prior to peKorNn9 these functions. Installers shot) provide temporary brotlrg per III, UMess moted otherwise, top chord shall have property attached structural sh- ng and bottom chord 0C `��`� �,CG S1� -[/� I C DL PSF DRWG BRCLBSUB1014 hw I��• shalt Fnve n properly ntied d Np4f calling. Locations charm for permanent lateral restraint of webs shop haw 6raGng Installed par 1 11 swctlons 93, B7 or B10, as opplknble. Pppty plates to each face f truss and poaiUan as Shorn above and on the Jolnt Details, iudess no otherdse. Refer to drawMgs 160A-Z for standard plate positions. ��` LL PSF __ ll�r— Alpine, a division of ITV Building Conponents Group Inc. shall not be responslble for any deviation fro, � =fOT, LD, PSF AN MCOMPANY tHs drowing, any failure to build the irus9 In confornonce with ANSI/TPI 1, or for handling, shipping, Z.V ,dirl' n Fi installatlan L bracing of trusses A seal on this drawing or cover page tisteg this drarl+g. tndt-tes accwpt— of Professtand responsm0.lty sdelY for tine design shorn. The suitabiuty and hue of this drawing for I SecP dab® t+w'�y fly ems. 's! �� DUR, FAC. 13389 Lakeffonl Drive ann ructi Is the rcspmrsb.9lty of the B,ddng Designer per ANSI/TPI tO 6`r,4e Earth City. M063046 ALPM, war gtpineitwson TPl ewrw.tohstoro SBCNt wresbcindustry,orgi ICO wwwic sefoarg g^ _N��IAiah ITTf1�7� $\ 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 only for single ply trusses with 2x4 or 2x6 broken members, o 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 sppecies as damaged member. Apply one scab per face. Minimum side member lengths) = (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 nails (0.128'x3', min) Into each side member, The maximum permitted lumber grade for use with this detail Is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices, This repair detail 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 �Typicai ~ + O + 0 + O + o 0 + 0 + O + O + � 2• i..._ Stagger = Back Face 10d Box (0.128' x 3', min) Nailsl = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered 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 F 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 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# Nlnhum L Distance Nail Spacing Detail rj I ��\ "''`� .�A L —VARINM- READ AND FTB.LDV ALL NOTES ON THIS DRAWING!'+,�� ..DMTANT— FURNISH Teas DRAWING TD ALL CGNTRACTURS INCLUDING THE INSTALLERS. �� P GEN •� REF MEMBER REPAIR DATE 10/01/14 Trusses require Ktrene rare in fabricating, handling, LWpping, Installing and bractig Refer to and follow the latest edtion of SCSI (Building Conponent Safety Infornation, by TPI and SECA) for safety U , �` �' vY DRWG REPCHRD1014 practices prbr to perforning theca functions. Instillers shod provide temporary brndng per BCSL Unless noted otherMse, top chord shall hove properly attached structural sheathing and botton dw shop have properly nSMched Npltl ceding. Lomtlons shots for permanent laterd rastrolnt of tabs snail have broOOS InstnLLed par It BI Bip, s applicable. APPIy Plates to each foce sand NO, v,y ' d �0 of truss and osltlon as shorn above and on the Joint Betalts, unless noted oth...Ise. above an the Refer to drn 160A-Z for standard plate positions. E AN IrwcollapANi� Alpine, a division of ITV Hultdhg Canponents Grouupp Inc. shod hat be responsible for any deviation iron this any fnAtre to build the truss B1 confarronce rith ANSLTPI 1, or for hnntlUnp, shipping, y'�0,\ A% o "7�t ltwt .g hstdlatiaO L bracing of trusses, A sad on this drnrNg or rover page UsfL+e this drorly, hdcntes acuptanrr oP professlunl MgifK't1'INIg respana60.lty solNy far the design shorn The sultabllty and use of this drying 13389 Lakefront D'e for any atrueture is the responsmWty of the HuN�gro�igg� per ANSI 4ll%;��UNAL ��,�>`°��, Earth City, MO 63045 page LheseS.an sltes� For none Infornatlan sea this bps/I ALPINE, a tpinelt•.coh) TPp ert,tplhstaraj SBCA, rre.sbdndustry.orgJ lCo vdcCroFearg Iry 1p\ \\ SPACING 24,0' MAX e STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX. LENGTH T0. TRIM FILLER F EXISTING FILLER �-I{I - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' O.C. MAX., OR SEE NEXT ❑PTI❑N. - 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). - ❑PTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATI❑NS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER 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 IOPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NnTFn ON THIS SHEET i USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). :RIOR BEARINGS AT ANY LOCATI❑N ON THE TRUSS. )S IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME, 5 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, BER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'), 3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED 11 WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT C❑NDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATI❑NS AFTER MODIFICATION,�l 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 (J❑INT 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') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE <0.120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH <6) SOd BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY), —WARNDIGa READ RM FOLLOW NL NUTES ON TH[S DRAVM _Dlf=N4 FM4[Sl[ TIM ORAVM To N,L CMURAUMS O[CLWM TIC =TAi.LERS. Trusses Refer to t. [v[ A •+� `�� \� O� ++� REF BC FILLER DATE 10/01/14 w. Q �l-�� 'PL�J' require extreme care In fobrtcatI g, handUnp, shlpp6, , InstalUrg and bracNp. and Follow the latest emtlon oP BCSI (Bu9rBrg Conpome" Safety Inioryyutbn, by TP[ oral SBCN for sofety practices prl°r to perfornMp these Punctlons. [nstniters s1a0 Provltle temporaryy braNip par HCSL ecc naiad otherwts°• toP chord shott have properly attached struct—M shenWnp and bottom shall have a Droperly attached rlpk eeNnp. Locations sl+om far permanent t¢terol restrolnt of webs Apply pWtes to each F¢ee shall Mve bracing Inataued per BCS[ sectk B3, B7 or H10, as Woes of truss a ppoosklnn ae shorn &bow and an the .b6rt D¢tale, uNess rated otherwise. Refer to drawhps 16CA-Z for standard plate positions. �GE�S' �1 �� v N A _ Yi DRWG REPBCFIL1014 AN rtWCOMPANY Alpine, n dlvlslon of ITW Bukdtrg Components Group Inc shnU not be r¢span�Ae for any d¢Nutlon Fr t[ds drn. np emy Fa6ure to build the truss k, —.Formance w,eh ANWTPI 1, or for ho dWp, sWpp6g, btstalletlon L bracft of trusses, S A E Ct F' q A\ A sent on this drewinp or cover Dnpe UstNp this drawing, h+dcates acceptance of profess7Mol "tty safely far the deslpn slnwn. The sultabWty nrd use oP this drawing E.Ah Lakefront Odve Earth City,M063045 fr arry hi the rospmw:mRty of tho didlnp Bes,pner perANSI/IPl 1 Sea2. For more Information see this job's general notes pope WW these web sltes. ALPt[af, www.atoinsitw.conr TPI, ww.tninsteror SHCAi www.sbablduStPYAwW ICO wewkesaf—r° S''�'i�,,�MIVAL to SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 Mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6,0 psf, Kzt = 1,00, ASCE 7-10 160 mph wind, EXP C. Or 140 Mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6.0 psf,. Kzt = 1.00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 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. .entPORTARro n+rsMOnRAvN'DnrG O &L ALL �unM � MSTALtFRs e`�`'v p� .e/0��''�. TOTAL TOP CHORD REF 2X4 SCAB 0,H, DATE 10/01/14 Trusses require —trene care In Pebricoting, handit shlppbg, InstatUng and brocingg.. Refer to and iolloe the latest edition of BCSC BWld.,g Component Snf¢ty Inforrgtlon, by Tp[ and SlCA> far safety FEN + Q' v LOAD NOT TO EXCEED 40 PSF DRWG ❑HSCB2X41014 pract, prior to performing these functions. Installers sMU provide tenpopary brodr,g per eCSL UN ss noted other is., top chord shall have properly attached structu—t shenth4g on bottom shard for lateral _ No _ CDEAD PLUS LIVE) �U shop hove a property ottnchId WCIO carting. Locations shorn permanent restraint of webs g7 t B10, ns an1... n Apply plates to each face stall have and of truss and porJSlon as shorn above antl on the JoMt garnet, uN@ss noted other.ise. .,J lnstas . per !2.' sections the Refer to drawings 160A-Z for standard ptote positions. S ATE OF AN rl WCOMPANY Alpine, a r,vlslon of I7M gufldlny Components Group Inc. shoU not be r¢sponsihie for any deviation fran tNs Brae np, sty fa0ure to b /td the truss In canformnce @I13 ARSIITPI 1, ar for ImndUng sNpp4q, (� ti .Q Wtallatlon L hnding of trusses. A sent on 4Ns dra.bq or' cover pa0e lLst4,g ibis drn.bp, Im!!cates o[CeptonCe of professWr,nl respons4kky solely for tiro design .ham The sultntlAity arrd use of this droetng far en�y uc<tre b dro re�ar�Atty OF Ne Biding lleLgr� pK ANSl/TPI 1 Sec2. r, it 9^ 40, %� f 1� DUR, FAC, 1.15/1.25 SPACING 24' 13389 Lakefront Drive farm oTPl ewrwtpec eSC, 4 1L� sP^ �ON�� `�� Earth City. A10 GM45 ALPINE. ..rA tw.cen arg rrrsbcY�stry—iW ICCJ vvek@tnfe.org 7 l 12 (2) 16d TOE NAILS T IVARIES } OPTIONAL SCISSORS BOTTOM CORD (2) 16d TOE NAILS TYPICAL END JACK (EJ) N.T.S. € 12 (4) 16d NAILS VARIES See Connection Detail i I I •• �_ OPTIONAL WW CONFIGURATION —(4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) N.T.S. TYPICAL CORNEA' SET INSTALLATION TYPICAL LADING (P.S.F.) TILE: SHINGLES: TOP LIVE LOAD: i 20 20 TOP DEAD LOAD: 15 7 STRESSIINC. 1.25 1.25 WIND DESIGN: MM. 160 MPH PER ASCE 7-10 MM. 24" O.C. i **WARNING** Read & Fallow all notes on this drawing. Furnish this drawing to all Contractors including the installers. CONNECTION DETAIL (BJ) m x (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM J 2x4 SYP Nailer 16" Long `�' s —0" MAX.Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. B 0 12 VARIES WEB CONFIGURATION (4)-16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. aa�,ty4iq®it@@@@@p't® %% .v��.� Rr� 's P.��CENs s O 9 ® No op o13STATE OF 0 ��5� fy m- ova MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 I STRONGBACK BRIDGING REC❑MMENDATI❑NS I BUTT STRONGBACK BRIDGING TOGETHER 4' ��• ATTACH SCAB WITH 10d BOX/GUN 4—0' 2x6 (0,128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C, NOTEe IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL N❑TEI Details 1 and 2 O (2) 10d COMMON (0.148'x3A') OR BOX/GUN (0,128'x3A') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK V/ (3) 10d COMMON (0148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3,0') O NAILS. are the preferred attachment methods ATTACH STRONGBACK TO O WEB W/ (3) IOd COMMON (0,148'x3') NAILS OR (4) 10d BOX/GUN /28'x3.0') NAILS STR13NGBACK BRIDGING SPACING REQUIREMENTS Up to W None re ulred IV to 20' t rev (at center of sW 20' to 30 2 ras a et each 1/3 mW 30' to 40 3 ras (I at eadt U4 ) Bver 40 roes at V ae /ATTACH STRONGBACK TO BOTTOM CHORD WI Q) B10 - 3' SCREWS STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES saWARImIG" REM OW FMMW ALL NM ON 71W MWM *IKWW M FVRtM TM BRAWW W ALL Cl3nRhG=M nrs r^ M Tiff 96MI F IM Trusses rcT!-e extreme core In Pabrlcat(rg, hnndlhB, shippha, Instal and bractrtp Refer to and follow the latest edition of BCSI (BUAdFp Con onxrt Safety Ltfornatiat TPI and S&A) for safety Pg.prbr to perfermhp these f w=tlons Installers shall provide temporary Qaclnl 0 pe w Unless emoted otherwise, top chord shatt have properly attached siructiral sheniHn nrW shalt hove a properly attached rldd cell+p, Locations shown for pernanant lateral restraint of webs n11�ON shalt have hrocs w4 ppMg Installed per BCSI sections B3, B7 or BIB, as o IcaWe. ApK pintos to each face of L� Refeerr�to draw1ras 160A-Z for stoewlord plaosmon as show ol,,ove and te posttlons. the "t Bids, ss rated er.ise. Alpine, a dvldon of ITV Mdng Components vlatlon fr( AN IIW C+DAAPIV4Y this drawing, any fdw to build the truss U canfornorce with ANSI/TPI L or for ImndeiB, sh pplm Installation i bradnB of trusses. A Beal on this drawhq or cover Pa Bstwe this drawh0, bacates nrseptance of professlortal f any poroIs sres P�H drsthe Shown.DL#An TheDez WAtrwr per and usa of tale dra.tp ecZ 13388 Lakefront Drive far any bt �e of the job's gene Bdotes par AN 4 th 1 web Earth City, MO 63045 For rare hfornntlon see Wit -Lpenernl notes ppnBaee and these web kCS. ALPIlE, wwwnloMkwsoN TPL www.toemLaro� SBGir www.shdndustrv.orot ICf? wwwA:esaPe4ero ►All scab -on blocks shall be a minimum 2x4 'stress graded lumber,' ►All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' Po -The purpose of strongback bridging is to develop toad sharing between Individual trusses, resulting In an overall Increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, Is recommended at 10' -0' o.c, (max,) so. -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 atl 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). 1is=ttt+t+L„r TC LL PSF REF STRONGBACK ,� ilk:f7T'"o, TC DL PSF DATE 10/01/14 , V. 04iaea N = '#= BC DL PSF DRWG STRBRIBRIO14 =o.. srAT aQsx BC ILL PSF 'ra aex+a TOT, LD, PSF as n saser,sav raft neaas,x e: m, DUR, FAC. 1.00 SPACING