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HomeMy WebLinkAboutTrussRANEY COMPONENTS cover Sheet L711c',U 19900 Independence Blvd. Order # Groveland, FI34736 JOB # 136DCS074 0111 portents, u.`' Phone: (352)429-9429 Fax: (352)429-7429 Printed: Fri, Aug 25 2017 Job Information: Address: FOR Name and License Number: Customer Name: Creekside Lot 74 DR Horton 3044 Woodswalk Dr Description: City, State, Zip: I 4EDB-Arden 1969 "C" OL OW Ft Pierce, FL —Loading Information:— -- -- Roof Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 5 Bldg. Code: Wind Sid. Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M Pages or sheets covered by this seal from: 1 thru 46 Total 46 # DESCRIPTION SEQNO At DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 A01 2 A01A 3 A02 4 A04 5 A06 6 A05 7 A03 8 A07 9 A08 10 A09 11 A10 12 B01 13 B01GB 14 B02 15 BJ1 16 BJ3 17 BJ5 18 ER 19 CJ7 20 MV01 21 MV02 22 MV03 23 MV04 24 MV05 25 4M1 26 4MiGS 27 4L7 28 4L2 29 4BJ1 30 4EJ3 31 4CJ3 32 FT1 33 FT2 34 FT3 35 FT4 36 FT6 37 FT7 38 FT5 39 FT8 40 FT9 41 FT10 42 FT11 43 FT12 44 FG1 45 FTG1 46 FTG2 °° � o°�e���s:sss�eo�eL MA l? ,, No 0471: STATE OF 0 N A11 `E File Copy: Page 1 of 1 1 RANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FI 34736 omponents LLc one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS074 Printed: Fri, Aug 4 2017 -GOD inrormarion: Address: FOR Name and License Number: Customer Name. Creekside Lot 74 DR Horton 3044 Woodswalk Dr Description: City, state, Zip: 4EDB-Arden 1969 "C" OL OW Port St Lucie, FL ►n& / n f o rma ion. RoolLoads: Floor Loads. TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Llve: BC Dead: 20 7 0 10 40 10 0 5 Bldg. Code: Wind Std: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M Pages or sheets covered by this seal from: 1 thru 46 Total 46 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 A01 Pages or sheets covered by this seal from: 1 thru 46 Total 46 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 A01 2 A01A 3 A02 4 A04 5 A06 6 A05 7 A03 8 A07 9 A08 10 A09 11 A10 12 B01 13 B01GS 14 802 15 BJ1 16 8,13 17 BJ5 18 ER 19 OR 20 MV01 21 MV02 22 MV03 23 MV04 24 MV05 25 4M1 26 4M1GB 27 41-1 28 412 29 4BJ1 30 4EJ3 31 4CJ3 32 Fri 33 FT2 34 FT3 35 Fr4 36 FT6 37 F17 38 Fr5 39 FT8 40 FT9 41 Fri 42 FT11 43 FT12 44 FG1 45 FTG1 46 FTG2 Mane I Digitally signed by Manuel Martinez DN: c=US, o=ldenTrust ACES Business Representative, ou=M AND E ASSOCIATES PA., cn Manuel Martinez, 0,9.234219200300.100.1.1=A0109800000 1}ot "FE960000211F i Date:201708.0415:5945-04'00' n e Adobe Acrobat DC version: 2015.006.303 low to STATE'#� 040 , A SERIALIt 40 015A38 FF 50 8180 0B 7F 48 00 99 2E 85 FB 1"i.1a lterti Ma�sccsa cic�ta�stca�vJedaead stalad bi' Bdtasvz�l tRartincx, ftb ?Ei�.. t�.ess�s�.Ior,�a�asaCn�voaa�sasst�a asadsencx urdr_ tadcegkscdlt}'sdceczvcs2mnntmnsi&Nadsled and t}c:.r3A..z,sthcnt;ca7sav caEa enut trey-edf�rm smp�ectmr3: cnyles: 01 06 File COPY . Page 1 of 1 Job Number: 136DCS074 Ply: 1 SEQN: 622278 / T2 / COMN 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1964 "C" OL OW Qty: 2 FROM: AH DRW. Truss Label: A01 i I Wgt 114.8 Ibs .. / ... 08/04/17 T10"8 7'10"8 12'6' L 1T1"B 478 I 47"8 24'8"14 T7"6 b =3X4(B1) 012X4 =3X8 =U4 1112X4 1' T8"12 474 1'8" 3'3"4 75"10 T8"12 12'6" 14' 1T3"4 24'8"14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.052 1 999 240 B 999 / 451 / 588 ! - / 260 16.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.120 1 999 180 F 933 1415 / 515 / - /- / 2.9 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.023 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.053 G - - B Min Brg Width Req = 1.5 Noffit: 1 00 Mean Height: 21.38 ft Code / Misc Criteria CreepFactor. 1.5 F Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.466 Bearings B & F are a rigid surface. g g . BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.447 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.379 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 D - E 778 -1088 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.018.0614.20 B - C 906 -1553 E - F 920 -1523 Lumber C - D 765 -1090 Value Set: 13B (Effective 6/112013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #1 Webs 2x4SP#3 B-J 1313 -707 H-G 1278 -687 Lumber value set "l3B" uses design values J - 1 1309 -707 G - F 1281 -688 approved 1/3012013 by ALSC I - H 1278 -687 Wind A0 MAN Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. fib �e Webs Tens.Comp. Webs Tens. Comp. dam J - C 280 -28 I - E 383 -485 C - I 407 - 526 E - G 263 - 21 D-I 719 -500 40 015A38 Ff 5B 8180 BB 7F4800 99 2E85 F8 Aialt hemhnb&m ek siptid wdmaladby Mawcf MArklnw, r� (rt. itc.eaztszl �tA�da2¢ showamhmaa e".�g a sfr�� a2tt3ten�mxi�xczdc. grade s�altt ;drx +mA�m ta=M..d%% msi=d=Ind oral ttesRA,' Gcaa uza rrsutfai!aadf l�aaey.adactrn - cmt<iaL "'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, bV TPI anti SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryY bracing per BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or BI0. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW 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 pro>essfona 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 pam,and these web sites: ALPINE: www.al ineitw.com• TPI: www. inst.o ; SBCA: wwwsbcindu .com; [CC: www.iccsafe.o Job Number: 136DCS074 Ply: 1 SEQN: 622279 / T14 / SPEC I I 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 2 FROM: AH DRW: Truss Label: A01A Wgt 114.8 Ibs / ... 08/04/17 7'10"8 12'6° 17'1"8 24'8"14 f 7'10"8 f 4'7"8 4'7°8 T7"6 1' 7'8"12 7'8" 12 D-_4X4 912X4 m3X8 im3X4 192X4 4'9"4 1'6" 334 1 7'5°10 12'6" 14' 17'3"4 24'8"14 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 11.11 / Rw / Rh / RL 1 W B 998 / 451 / 588 / - 1260 16.0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.052 1 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.120 1 999 180 F 933 1415 1515 / - / - ! - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.023 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L - (T)- 0.053 G B Min B Width Re 1.5 � q = Code / Misc Criteria NCBCLL: 1 Mean Height: 21.38 ft CreepFactor. 1.5 F Min Brg Width Req = - .00 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.466 Bearing B is a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.447 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.379 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ A - B 27 0 D - E 77B -1087 GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.0113.0614.20 Wind Duration: 1.60 WAVE B - C 905 -1553 E - F 919 -1522 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. 48 w t. STATE iQ 40 015A38 FF 58 81I30 BB 7F48 00 99 2E 85 FB riakltarcictz?hc asleztrra {zi nadasml<ulad4yMammlk0rt4r", eta.,Lk. v 7,122f"thenew harinabawtr nsssxt x axsihene`watieaazrdr. Fibmd ccpincitfid. dasaasaat not amsidea,d s�perf end scaled a.d tfsc, ra —,ffienaaA sede n--t 9m Kedflad an aurdectaink cimim. C - D 764 -1090 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-J 1312 -707 H-G 1277 -697 J - 1 1309 -707 G - F 1280 -687 1 - H 1277 - 687 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - C 280 -28 1- E 383 -484 C - 1 407 - 525 E - G 263 - 21 D -I 719 -500 '"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) for satPety 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 progpefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B1 D, as applicable. Apply plates to each face, of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents 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 shippingg, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of protessionat 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 rrvxa infnv Zinn coo this inh'c nonnaral nnfx nano and those weh sdPc- Al PINP www.alnineitw com- TPI- �_tninst.orn- S8Ck www.sbcindusW.mm[ [CC, www.idsefe.om T Job Number: 136DCS074 Ply: 1 SEQN: 622280 / T24 / HIPS 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: AH DRW: Truss Label: A02 Wgt 131.6 Ibs .. / ... 08/04/17 T8"12 r 14134 I 24'8"14 T8"12 34 33T34 7'5"10 =3X4 m3X4 =3X4 m3X4 1' T10"8 4'7"8 1'6" 3'1"8 77"6 T10"8 12'8" 14' 17'1"8 24'8"14 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: 21.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Lumber value set "l38" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg:'NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf NA Ce: NA VERT(LL): 0.050 C 999 240 Lu: NA Cs: NA VERT(TL): 0.115 C 999 180 Snow Duration: NA HORZ(LL): 0.021 H - - HORZ(TL): 0.048 H - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.451 TPI Std: 2007 Max BC CSI: 0.456 Rep' Factors Used: Yes Max Web CSI: 0.348 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE 1 VIEW Ver: 16.01.01B.0614.20 Nb 047102 ot 0*# STATE w .; 40 01 5A 38 FF 50 8180BB 7F 48 00 49 2E 85 FB rFi{x cramhnsrcers ctat6axna$sa p;. aad mW=aladby FA.UA Marines,. PEjrt. t&:�YTtHrfanti���.8¢:shatvtEataraami�tngaSN�«Z aa�hent3ratasa¢, eabtadt"offthdr=�ert not Cssnddcavds mallmlad mad the sima W-Mandmtiaacode not tmm.v fw.caa edectrook cnyins.. =3X4(61) ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 999 / 453 / 595 / - / 232 / 6.0 G 933 / 417 / 523 / - / - / 2.9 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 G Min Brg Width Req = 1.5 Bearings B & G are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A-B 27 0 D-E 816 -1012 B - C 973 -1552 E - F 1118 -1476 C-D 1132 -1516 F-G 966 -1522 Maximum Bot Chord Forces. Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-K 1313 -769 I-H 1001 -517 K - J 1006 - 530 H - G 1281 -740 J-1 1001 -517 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 365 -358 J - E 173 -118 K - D 587 -445 E - H 533 -416 D - J 166 -116 H - F 356 - 334 `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI anSBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted a herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny We'. ceiling. Locations shown for permanent lateral restraint of webs shalt have bracing installed per BCSI sections 63, B7 or 810, > e._ Apply plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to a division of any its drawing,any failure to build the on this drawing or cover pane ie design shown. The su bility Job Number: 136DCS074 Ply: 1 SEQN: 6222811 T23 / HIPS 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: AH DRW: Truss Label: A04 Wgt 116.2 Ibs .. / ... 08/04/17 20'4"4" 24'8"14 I' 4,8" 4.4" T r 4'44"14 —�4X6 =3X4 =3X4 =3Xt3 1' 9' 6' 1'10"4 8'10"10 9' 14' 15'10"4 24'8"14 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: 20.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. m3X4(B1) T Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL 1 W Pt NA Ce: NA VERT(LL): 0.056 J 999 240 B 999 / 608 / 598 / - / 193 16.0 Lu: NA Cs: NA VERT(TL): 0.130 J 999 180 G 933 1559 / 526 / - /- / 2.9 Snow Duration: NA HORZ(LL): 0.025 H - - Wind reactions based on MWFRS HORZ(iL): 0.059 H - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 G Min Big Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.379 Bearings B & G are a rigid surface. TPI Std: 2007 Max BC CSI: 0.535 Rep Factors Used: Yes Max Web CSI: 0.178 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 27 0 D - E 910 -1191 WAVE VIEW Ver: 16.01.01 B.0614.20 B-C 1080-1631 E-F 941 -1365 C - D 955 -1390 F - G 1058 -1585 19 40015A38FF5138€BO8137F4800992E85 FB A4ik 3tntnku� ,xrr askr3lere�ic3¢S�s Na a la alvdby LUaAMaramm r^#.(ei.. t#..u�7.t&1.{ nnthesFx� uhawn alarm ar�ng a 5NT i �.�thantiratPe»zzsdc. ,FmtcderP3ns*icfhdfaecr��aystaranot 6maAs34udandTn8U asxe #tsc, .Adi axA entita4Pc ucBc moat U warsfW roc mydectfonk QP!a1- Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1414 -902 I - H 1203 -685 J - 1 1203 - 685 H - G 1360 - 862 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 251 - 240 H - E 346 -127 D - J 366 -127 H - F 232 -199 D - H 146 -145 ""WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building f Safety Information, bV TPI an7'SBCA) y safety practices pnor 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 )id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of l l'1 1, or ror n acceptance any structure for failure to build the g or cover pa e. in. The su" bihty see Job Number: 136DCS074 Ply: 1 SEQN: 622288 / T22 / HIPS 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: AH DRW: Truss Label: A06 Wgt: 130.2 Ibs / ... 08/04/17 T 12'6" 18' 24'8"14 T } 5'6" f' 5'6° 68"14 tr6X8 1113X4 `=6X8 C D E T 12 8 M O f7 m4X12(B3)8 F r3 A J 1 H G 1114X4 m4X10("")m5X6 013X4 1 J 6'7"12 5'54 1'S" 3'10"4 6'10"10 6" T1"12 12'7" 14' 1T10"4 24'8"14 H Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE, 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 20.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes ('•) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading #1 hip supports 7-0-0 jacks at left end and 6-8-14 jacks at right end. Jacks have no webs. Wind Wind loads and reactions based on MWFRS. a 12 Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# LOG R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.152 D 999 240 B 1927 / 1147 / - / - / - / 6.0 Lu: NA Cs: NA VERT(TL): 0.353 D 831 180 F 1877 11098 / - / - / - / 2.9 Snow Duration: NA HORZ(LL): 0.037 G - - Wind reactions based on MWFRS HORZ(TL): 0.086 G - - B Min Brg Width Req = 1.9 Code / Misc Criteria Creep Factor: 1.5 F Min Brg Width Req = 2.2 Bldg Code: FBC 2014 RES Max TC CSI: 0.797 Bearings B & F are a rigid surface. TPI Std: 2007 Max BC CSI: 0.501 Rep Factors Used: No Max Web CSI: 0.399 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 27 -24 D - E 2289 -3915 WAVE VIEW Ver: 16.01.01B.0614.20 B - C 2164 -3661 E - F 2118 -3576 C - D 2289 -3915 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chards Tens. Comp. B- J 3211 -1873 H- G 3154 -1835 I J - 1 3240 -1881 G - F 3129 -1828 I - H 3154 -1835 `- '2)14X� Maximum Web Forces Per Ply (Ibs) � q 0#W; Webs Tens.Comp. Webs Tens. Comp. C - J 683 -198 I - E 898 - 536 "tl C - 1 797 - 482 G - E 607 -157 No 047102;, D - 1 681 -687 Uou STATE OF 40 015A38 FF 5B 81 BO8B 7F48 00 99 2E 95 FB MhomhasiAaaAa4fdArtkn", ae(a.,fk.r4rurzfamthadrteshown W,nsasKA»a asgiherttcrticsa caxie. auma"P=Qfzf&docuarsammotarAe=aidsb afasvlSubd anE k1w SB0,2 a axthe tio*..vimcade must U �dfkd.ana wdq track CnPI.S. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI ancl'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have hracing insTalled per BCSI sections 63, B7 or 610, as applicable. Appfy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�!L�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawingg indicates acceptance of ppro essiona engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is flie responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this ioh's neneral notes nave and these web sites, Al PIMP www alnineitw min, TPI" — tninst n RROW www sh,indi f--- Mr., — it fa nm Job Number: 136DCS074 Ply: 1 SEQN: 622282 / T13 / HIPM 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: AH DRW: Truss Label: A05 Wgt: 158.2 Ibs / ... 08/04/17 M3 Ts i T10" 15' _i_ 19'10'7 Vi"14 r T10" + T2" 4'10"7 4Y01 012X4 013X4(R) 012X4 gUIm X4 m4X10 1' T8"12 6'3"4 1' 4'10"7 4'10"7 T9"12 14' 15 19'10"7 24T"14 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 22.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 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. Tray Scab(s) (1) 2x4x0-3-11 x SP 93 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Snow Criteria (P9,Pf in PSF) DeflfCSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf: NA Ce: NA VERT(LL): 0.049 K 999 240 Lu: NA Cs: NA VERT(TL): 0.114 K 999 180 Snow Duration: NA HORZ(LL): 0.017 H - - HORZ(TL): 0.039 H - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.521 TPI Std: 2007 Max BC CSI: 0.524 Rep Factors Used: Yes Max Web CSI: 0.981 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.20 0 40 015A38.FF 50 81 B0 813 7F49 00 99 2E 85 FB thisItttr»haabtcnakc'ta:�is y:Sncd.ara9Ama(adbyV.W.7MaitA=e ?£ (FL, Ltc. r71921 are thezP WAnowa abon u.Mg a SHA•t. 'w1knowk trda_ ud cVtasafthh daserx€A m not =A&md *nini,=d twbd an6 t(vt: 3Ru anttrrtcLvtrcleratert•S scr3f d tanamgadecuank caplaL ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1000 / 405 / 692 / - / 336 / 4.0 G 927 /525 /526 /- /- /- Wind reactions based on MWFRS B Min Big Width Req = 1.5 G Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A-B 27 0 D-E 371 -500 I B - C 803 -1572 E - F 371 - 6W C - D 541 - 936 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1333 -1017 1- H 749 - 582 K-J 1329 -1016 H-G 0 0 J-1 1329-1016 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K - C 321 -22 E - H 264 -288 C -1 496 - 662 H - F 923 - 685 D -1 474 -242 F - G 695 -887 D - H 388 -460 `*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and SBCA) for safety practices pnor 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 pro pperly 6id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Appiy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability I Jana use or tms arawmg tor any structure is me responsioutry or me tsuriamg uesigner per ANbu i ri l bec.z. I For more information see this lob's general notes page and these web sties: ALPINE: www.alpineKw.com; TPI: www.tpinst.org; SSCA: www.sbcindustry.com; [CC: www.iocsafe.org A Job Number: 136DCS074 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969, "C" OL OW Truss Label: A03 T10" T10" Ply: 1 SEQN: 622283 / T9 / HIPM Qty: 1 FROM: AH 7DRW-/WgL 155.4 Ibs ... 13'10"8 f 191"11 + 24'8"14 6'0"8 5'5"3 5'5"3 012X4 1113X4(R) 1112X4 m4X10 1' T8"11 6'3"5 53"11 55"3 T8"11 14' 19'3"11 24'8"14 Loading Criteria (psf) Wind Criteria TOLL: 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: 21.72 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: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 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. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). 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. 08/04/17 Snow Criteria (Pg,Pf in PSF) DeRICSI Criteria ♦ Maximum Reactions (Ibs) Pg:, NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W PY NA Ce: NA VERT(LL): 0.047 J 999 240 B 1000 / 413 / 685 ! - 1313 / 6.0 Lu: NA Cs: NA VERT(TL): 0.108 J 999 180 G 928 / 532 1514 I - /- I - Snow Duration: NA HORZ(LL): 0.016 H - - Wind reactions based on MWFRS HORZ(TL): 0.037 H - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 G Min Brg Width Req = - Bldg Code: FBC 2014 RES Max TC CSI: 0.459 Bearing B is a rigid surface. TPI'Std: 2007 Max BC CSI: 0.477 Rep Factors Used: Yes Max Web CSI: 0.965 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.20 4Y' No 0471612 e. a� 40 015A38 FF 58 81 BO BB 71'48 00 93 2E 85 FB Ma r1.4slicrn sacasesmiszsrmarea /z%a�aa Siaareat+yam�laaarem.�s,: PtVL. Lk.=71921 nn 6edalt Shawn abwmwJnS asxr... .. ac�enC;caa�sasic ftbtcd 1 4?inattas Bifl:IXRb°!S£ nrotcm-isc and nea'axasl: clad Brad shevio' Qn ssrYd*dMt* r PIns.. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A- B 27 0 D- E 4,A 594 B - C 828 -15M E - F 434 593 C-D 617-10M Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1322 -1008 I - H 825 - 634 J-1 1319-1008 H-G 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. J - C 298 -24 E - H 302 -343 C -1 446 -589 H - F 967 -707 D - 1 447 - 244 F - G 685 - 884 D - H 327 - 377 ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) o'r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly Td�id ceiling.Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, e'._ Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to a division of �i PI 1, or torn acceptance any structure failure to build the g or cover page rn. The suitability SBCA: Job Number: 136DCS074 Ply: 1 SEQN: 622284 / T12 / HIPM 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: AH DRW. Truss Label: A07 Wgt 154.0 Ibs / ... 08/04/17 =3,' 7'10"9 13' 7'10"9 5'17 18'10"7 5'10"7 1112X4 1112X4 m3X4m3X4 =4X10 24'8"14 5'10"7 1' 7'8"13 5'3"3 1' 4'10"7 5'10'7 T8"13 13' 14' 18'10"7 24'8"14 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: 21.50 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 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. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Hangers / 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) 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): 0.046 K 999 240 B 1003 1419 / 679 1- / 295 14.0 Lu: NA Cs: NA VERT(fL): 0.106 K 999 180 G 929 1536 1504 1- / - / - Snow Duration: NA HORZ(LL): 0.016 H - - Wind reactions based on MWFRS HORZ(TL): 0,037 H - - B Min Big Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 G Min Big Width Req = - Bldg Code: FBC 2014 RES Max TC CSI: 0.468 Bearing B is a rigid surface. TPI Sid: 2007 Max BC CSI: 0.448 Rep Factors Used: Yes Max Web CSI: 0.984 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 27 0 D - E 487 -676 WAVE VIEW Ver: 16.01.01B.0614.20 B - C 849 -1563 E - F 487 -675 C - D 677 -1070 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1322 -1004 1- H 888 -675 K-J 1318 -1004 H-G 0 0 J-1 888 -675 t.�awgwae�4 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 10e v K - C C-J 280 - 25 E - H 331 - 381 413 -541 H-F 1012 -730 No - -71 D - J 434 -250 F - G 677 - 882 D-H 281 -318 40 015A38 FF 5S 81 S0 BB 7F48 00 99 2E &5 FB i4:la itam�itaa3saats aicdnatts�ysi�aradassd �afed fry samc3 Aanrtinax, �£(FL. tk.Gad3Si}ontlt�da3a�hnraaaura tsa�nga5H�3 .�SB4ti atiYdCi3Sa'k9 aadas, c'tbtad c.pizaf tda dwts..ma=most cxm9 ed:gnad mds lad mead tf^c.e.'R:E ak^tB+anY�4 saga nr a tawdfbi. cacmydeamrak =;Io. —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 an r7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL 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 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSII! PI 1, or for handling shipping, installation and bracing of 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 ANSI/TPI 1 Sec.2. Job Number: 136DCS074 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Truss Label: A08 7'10"8 7-10"8 =3; 45 1' 7'B"12 TB"l2 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: 21.00It 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: 3.00 It Loc. from endwall: hot in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or lx4 '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. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Hangers / 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. 11' 3'1"8 Ply: 1 SEQN: 622285 / T11 / HIPM Qty: 1 FROM: AH DRW: Wgt:141.4lbs .. / ... 08/04/17 17107 24'8"14 6'10"7 6'107 1112X4 1112X4 =3X4 =3X4 =4X10 TY4 i3' 3107 11' 14' 17' 10"7 6'10"7 24'8"14 Snow Criteria (Pg,Pf in PSF) DellICSI Criteria ♦ Maximum Reactions (Ibs) Pg; NA Ct: NA CAT: NA PP Deflection in foe Udell L/# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.047 J 999 240 B 1003 / 432 / 663 1- / 254 / 4.0 Lu: NA Cs: NA VERT(TL): 0.108 J 999 180 G 929 1535 / 485 / - / - / - Snow Duration: NA HORZ(LL): 0.015 H - - Wind reactions based on MWFRS HORZ(TL): 0.035 H - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 G Min Brg Width Req = - Bldg Code: FBC 2014 RES Max TC CSI: 0.541 Bearing B is a rigid surface. TPI'Std: 2007 Max BC CSI: 0.498 Rep Factors Used: Yes Max Web CSI: 0.924 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01B:0614.20 No. 04702 STATE 40171 SASS FF 5B 8180 BB 7F49 00 99 2E 85 FB task ltetaivsa@.ec�rmlaatzmxir ys m d wabd by vw=lM r11n=, PE(FL,MA"IsSzlcv, MA-1 a�tlsenetcaacc9+z. �r�tsd rr�rdxiw?s dtxcs�srat aatce�x!as�d mid sind �adl77�c"re,YacdberS�a9ieasear9a me:C Cs�rrdf§ed rn���ezt'ratsk' sepias:. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 D- E 630 - 898 I B - C 897 -1558 E - F 630 - 898 C-D 820 -1216 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B- K 1316 -995 I- H 1036 -770 I K-J 1313 -995 H-G 0 0 J -1 1036 -770 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K - C 242 - 29 E - H 390 - 454 C - J 357 - 441 H - F 1155 - 811 D - J 418 -273 F - G 660 - 875 D - H 180 -177 "*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI and'SBCA) f0F 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 propperly i�id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610, ile. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise_ Kefer to 60A-Z for standard plate positions. a division of any lis drawing,any failure to build the on this drawing or cover page . ie design shown. The suitability Job Number: 136DCS074 - Ply: 1 SEQN: 622286 / T10 / HIPM 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW " ' Qty: 1 FROM: Ai DRW: Truss Label: A09 Wgt 131.6 Ibs .. / ... 08/04/17 =3J 7.3 / U 9' 4'4" 16'10"7 Tl0"7 1112X4 =3X4 =3X4 a4X10 5' 2'10"7 14' 16'10"7 24'8"14 T10"7 Tl0"7 24'8"14 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pt NA Ce: NA Defl/CSI Criteria PP Deflection in Ioc Udefl U# VERT(LL): 0.056 J 999 240 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1003 / 590 / 643 / - / 268 14.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.129 J 999 180 G 929 / 590 / 469 ! - / - / - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.017 H - - Wind reactions based on MWFRS Des Ld: 37_00 EXP: C HORZ(TL): 0.038 H - - B Min Brg Width Req = 1.5 Code / Misc Criteria NCBCLL: 00 Mean Height: 20.50 ft CreepFactor. 1.5 G Min Brg Width Req = - 2. Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.695 Bearing B is a rigid surface. 9 g Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2007 Max BC CSI: 0.580 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.920 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 16.01.01B.0614.20 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 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. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Hangers / 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_ i $ AT E OF rf- 40 01 SA38 FF 5B 8180 BB 7F48 00 99 2E 95 FB S#vTt li¢rntxia3a¢saa otadsen'' ysE�}fedzaalad iry tAasaza3 Mart�ez, ?£ (n. ttc.�•t7s&t6 ari th aeiiatcshav�n share v � ¢ SNd 2 �ad7ent?ta3�asuzda. txd c�6uaYtf�a dnr.�x�nsa••ar�u a�otcransitieacd zf�as..masf seaksrl a�6 t1�5#-:A;: as.3tycntuais`e�calan�C 4nw¢r3f�lrs>: amgdectr¢rk sazi<ini. Maximum Top Chord Forces Per Ply' (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 D-E 819 -1199 I B-C 1023 -1643 E-F 819 -1198 C - D 896 -1402 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens_ Comp. B - J 1424 -1099 I - H 1213 - 877 J-1 1213 -877 H-G 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 251 - 239 E - H 433 - 512 D - J 386 -124 H - F 1385 - 946 D - H 96 -104 F - G 644 - 865 ""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) for satPety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin9 and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, as applicable. Apply places to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this rawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Fnr mnro infnrrneNnn em chic inh'e neneral nnfee n"ro �nrl fheen arch ekes Af PIhIP unnu nlnlneihu mm• TPI• uurw fnincf nmCR(`Aunwr ehrinAnefnr mmIf`/`uwur nncefe nm Job Number: 136DCS074 Ply: 1 SEQN: 6222891 T7 / HIPM 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: AH DRW. Truss Label: A10 Wgt: 131.6 Ibs / ... 08/04/17 7' 12'11"9 17' 189"5 24'8"14 7' 5'11"9 4'0"7 1'9"5 5'11"9 =0 4"3"3 5X8' 912X4 =4X4 =5X12 T Ico o� 1� 1 1112X4 =4X101m4X4 1112X4 T T1"12 5'9"13 11'0"7 4'9"5 5'11"9 7'1"12 12'11"9 14' 18'9"5 24'8"14 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 2x6 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at right end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Hangers / Ties (J) Hanger Support Required, by others Loading #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-M overhang. Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Pf: NA Ce: NA VERT(LL): 0.163 D 999 240 Lu: NA Cs: NA VERT(TL): 0.381 D 774 180 Snow Duration: NA HORZ(LL): 0.054 H - - HORZ(TL): 0.126 H - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.971 TPI Std: 2007 Max BC CSI: 0.692 Rep Factors Used: No Max Web CSI: 0.896 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.20 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1893 11124 /- !- /- 14.0 H 2O44 /1189!- Wind reactions based on MWFRS B Min Brg Width Req = 1.9 H Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 27 - 24 D - E 2166 - 3719 B - C 2076 - 3519 E - F 2166 - 3719 C - D 2167 -3720 F - G 13 -23 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 3076 -1788 J - 1 2762 -1607 L - K 3102 -1795 I - H 2762 -1607 K - J 2762 -1607 # Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. waa C- L 647 -158 F- I 279 0 C - K 718 -432 F - H 1856 -3189 No 0471$2 D - K 689 -704 G - H 289 -298 K - F 1122 - 656 40 015A38 FF 5138180 8B 7F4800 99 2E 85 FB ahtc lr¢r.�Rast+e¢ra ¢kc v ji¢d ZrAualadby rAar Ima#nes, �E: (rl., itc. aazfazjcn nc�a�ais shsvoaatxiva aging a 5&iA i aaetis ¢rt�3ieaa exw9¢- �s8ot®u� tsr�sdaseSsh� eiocat mm r�rrcuruirmd sii aad s�alod mad NsE:.eav3 aaft8+sn'r�ai�s zaafl¢r¢+�srba�mmrSf9�Juis mard¢etrarxes "IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, bV TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of any 'e to build the cover pa e., The sui bdity f Job Number: 136DCS074 Ply: 1 SEQN: 622287 / T1 / COMN I 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 7 FROM: AH DRW: Truss Label: B01 Wgt: 103.6 Ibs .. / ... 08/04/17 y-i 6'4"8 10'10" 15'3"8 21'8" 6'4"8 4'5"8 4'5"8 64"8 1 6'2"12 6'212 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: 20.96 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.26 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. D=4X6 1112X4 =3X8 =3X4 1112X4 �I 4'7"4 +1'2"+ 3'5"4 + 6'2"12 10'10" 12' 15'5"4 21'8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W B 880 / 544 1523 / - / 248 14.0 Pf: NA Ce: NA VERT(LL): -0.044 J 999 240 Lu: NA Cs: NA VERT(TL): 0.095 J 999 180 F 880 / 544 / 523 / - /- 14.0 Snow Duration: NA HORZ(LL): 0.018 H - - Wind reactions based on MWFRS HORZ(TL): 0.041 H - - Creep Factor: 1.5 B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.498 Bearings B & F are a rigid surface_ TPI Std: 2007 Max BC CSI: 0.310 Rep Factors Used: Yes Max Web CSI: 0.344 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. A - B 27 0 D - E 1098 -960 Plate Type(s): VIEW Ver: 16.61.018.0614.20 WAVE B - C 1324 -1365 E - F 1324 -1365 C- D 1098 - 960 F- G 27 0 4001SA38FF5581BOBB7F4800992€85FB ThhItem Imbem . si�mmdzed s ftnityS e,"lhiartinm4 W VL. Uec r471921 an the daw shown abam w—ki; a SNA.i "Or'dca3P nCode. ?Mud cepurratthia not mWd red si acae'and scaled grad thaWid.2 aa.ldtant"tu e,2d* mmibe a-srifkd muWdectraik filar. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1159 - 982 I - H 1156 -999 K - J 1156 - 981 H - F 1159 -999 J -1 1156 -999 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K - C 225 - 25 D - J 584 - 603 C - J 554 - 435 E - H 225 - 25 J - E 554 - 435 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS recq]uire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nen[ Safety Information, byy TPI anc7'SBCA) �r safety practices prior to pertorming these functions. Installers shall provide temporarryy per BCSI, Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propeFly d rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg ins�alled per BCSI sections B3, B7 or 610, icable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (tefer 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 prot°essional engineering responsibility solely for the design shown. The suitability le of this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. information see this ioUs general notes nacre and these web sites: ALPINE: www.alDineitw.com: TPI: www.toinst.om, SBCA www.sbcindustrv.00m' ICC: www.icrsafe Job Number. 136DCS074 Ply: 1 SEQN: 743854 / T4 / GABL 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969'"C" OL OW Qty: 1 FROM: AH DRW. Truss Label: B01G6 Wgt 140.0lbs / ... 08/04/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 10'10° W10" 21'8' 10'10" 1'6° --1'4" -1 (TYP) Jm4X4 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.96 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h12 C&C Dist a: 3.00 ft Loc, from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Pg; NA Ct: NA CAT: NA Pf:' NA Ce: NA Lul NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE 21'8" 21'e' Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): -0.001 K 999 240 VERT(TL): 0.002 J 999 180 HORZ(LL): -0.003 E - - HORZ(TL): -0:004 E Creep Factor. 1.5 Max TC CSI: 0.116 Max BC CSI: 0.030 Max Web CSI: 0.105 Mfg Specified Camber: VIEW Ver: 16.01.01.0402.19 ��W 13 40 015A38 FF 5B 81. BO BB'7F4800 99 2E 85 F0 nulien 3tssa9,xeaa(akcfrwxtcafjs nadausSammladtryMaWAMarklftw; '?F�..l$C.�4lSH2.j Cii �1ffi da3n`fiik9Wltai��4i�fi�3$3it 3. aazffitcndsas;ass �.mlc P.Utad crpimsafffik dwwwAarm aotcmdemsmd tfytaad and=fad and tlwz Si%«.t 4m vrAf�d rmaewdecimr-:k <=lm 0 ( ♦ Maximum Reactions (Ibs), or *=PLF Loc R /U /Rw /Rh /RL /W R* 81 150 138 / - / 11 1260 Wind reactions based on MWFRS B Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 J-K 321 -18 B-C 71 -116 K-L 267 -15 C-D 76 -100 L-M 213 -24 D-E 71 -79 M-N 160 -47 E - F 109 - 56 N - O 108 - 69 F-G 161 -34 O-P 83 -91 G-H 213 -17 P-Q 88 113 H -1 268 -15 Q - R 83 -129 1-1 322 -18 R-S• 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AH 187 - 96 AA- Z 212 -100 AH-AG 196 -97 Z-Y 211 -111 AG-AF 201 - 98 Y - X 209 -111 AF-AE 204 - 99 X - W 207 -110 AE-AD 207 - 99 W - V 205 -110 AD -AC 209 -100 V - U 202 -109 AC -AB 210 -100 U - T 197 -108 AB -AA 212 -100 T - R 188 -108 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp C -AH 117 -48 Z - K 202 -83 D -AG 120 -75 Y - L 166 -73 E-AF 108 -73 X-M 108 -73 F -AE 108 -73 W - N 108 -73 G -AD 108 -73 V - O 108 -73 H -AC 166 -73 U - P 120 - 75 1-AB 202 -83 T - Q 117 -48 J -AA 0 -173 —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 BC51 (Building Safety Information, Iy TPI anSBCA) fog safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or B10, i e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of TPI 1; or for h acceptance any structure failure to build the g or cover pa e in. The sui bdity Job Number: 136DCS074 Ply: 2 SEQN: 743852 / T3 / GABL 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: AH DRW: Truss Label: B02 Wgt: 288.4 Ibs Page 1 of 2 / ... 08/04/17 10'11'15 15'6" 20'0'1 23'11"15 31' TO"1 3'11°14 4'8'1 4'6"1 3'1 AN TO"1 M Loading Criteria (psi) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber a4X i 11'6'1---28'---� Isa w�.. �.. ...." �.... �,. 013X10 fll'9 L 4'9"9 _,_ 3'10"2 _, 6'10"5 r� 8'10"5 10'8"7 158' 20'3"9 24'1'11 31' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 22.13 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.10 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x8 SP 91 Webs 2x4 SP #3 :W6, W8 2x4 SP #1: Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 5.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 56 pit at -1.00 to 56 pif at 7.06 TC- From 7 plf at 7.06 to 7 plf at 7.81 TC- From 7 plf at 7.81 to 7 plf at 15.50 TC- From 7 pif at 15.50 to 7 plf at 17.06 TC- From 56 plf at 17.06 to 56 plf at 24.44 TC- From 56 plf at 24.44 to 56 plf at 31.00 BC- From 4 plf at -1.00 to 4 pif at 0.00 BC- From 20 pif at 0.00 to 20 plf at 7.06 BC- From 2 pif at 7.06 to 2 plf at 15.50 BC- From 2 pit at 15.50 to 2 plf at 21.06 BC- From 20 pif at 21.06 to 20 plf at 31.00 BC- 2044 lb Conc. Load at 7.06 BC- 929 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06 BC- 933 lb Conc. Load at 19.06,21.06 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Sid: 2007 Rep Factors Used: No FT/RT:20(0)110(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in Ice Udell L/# VERT(LL): -0.117 AI 999 240 VERT(TL): 0.258 Al 999 180 HORZ(LL): -0.028 C - - HORZ(TL): 0.061 C Creep Factor. 1.5 Max TC CSI: 0.520 Max BC CSI: 0.592 Max Web CSI: 0.845 Mfg Specified Camber: VIEW Ver: 15.01.01.0402.19 Plating Notes All plates are 2X4 except as noted. Wind Wind loads and reactions based on MWFRS. Additional Notes for �eaxiraorr ' �, No Ns Asa Ki SO STATE OF 1 . 40 01 SA38 FF 5B S1 BO BB 7€ 4S 00 99.2E 95 FB W&itershtsbeen ekrar js nadmalscaledtryMmtazlWrtbazz, iE (n. Lk.54=j m 0a date shown al;cea tr.1n8 a SNA-i aeth ent3caTeaa cx�e. ?Ywtad aopina tfil drr_er = nra not anuddeaed stdaa'land-ailed arxd the Y thent`sa5 aezrdemutAa�acrfiSz cnanpcdeetrardz dies. ♦Maximum Reactions (Ibs), or*=PLF Loc R I /Rw /Rh /RL /W AX 4037 12461 /- /- /- 16.0 AY*634 / 368 / - 1- / - 1118 AC 1396 W 1984 Wind reactions based on MWFRS AX Min Brg Width Req = 2.0 AE Min Brg Width Req = - Bearings AX & AE are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 13 -13 L-M 1063 -1809 B - C 2548 - 4209 M - N 488 - 879 C-D 1907 -3164 N-0 454 -816 D-E 1901 -3160 O-P 417 -761 E - F 1088 -1830 P - Q 423 766 F - G 1087 -1835 Q - R 359 657 G - H 1088 -1844 R - S 1106 - 658 H - 1 1067 -1815 S - T 1232 - 731 1-1 1060 -1800 T - U 1209 -721 J - K 1093 -1847 U - V 1209 - 719 K - L 1095 -1853 V - W 1205 - 715 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B -AJ 3732 -2244 AD -AC 617 -1042 AJ-AI 3705 -2229 AC -AB 617 -1042 AI-AH 2738 -1642 AB -AA 642 -1085 AH-AG 763 -422 AA- Z 638 -1078 AG-AF 763 -422 Z - Y 637 -1079 AF-AE 763 -422 Y - X 635 -1078 AE-AD 617 -1042 X - W 633 -1078 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp AJ- C 1136 - 630 AN -AO 1310 - 815 C -Al 723 -1188 AP-AQ 13B4 - 857 AI- E 1B74 -1111 AR- M 1396 -861 E -AK 1032 -1676 M -AE 796 -1285 AK -AL 1035 -1686 AE-AS 2323 -1330 AL -AM 1052 -1707 AS -AT 2430 -1400 AM-AH 1030 -1668 AU -AV 2298 -1319 1 -AH 1489 -843 AW- R 2321 -1335 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryv BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proprterly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. 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. of for any ds drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS074 Ply: 2 SEQN: 7438521 T3 / GABL 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: AH DRW: Truss Label: B02 Wgt: 288.4 Ibs Page 2 of 2 / ... 08/04/17 AH-AN 1363 - 842 R -AB 1042 -1799 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. AK- F 4 -16 AT -AD 239 - 360 AL- G 22 - 29 O -AU 113 -157 AM- H 53 -28 AV -AC 185 -308 J -AN 72 -35 Q -AW 191 -313 AO -AG 99 -19 AA- S 197 - 319 K -AP 35 -25 Z - T 18 0 AQ-AF 101 -124 Y - U 39 -39 L-AR 101 -131 X-V 33 -29 N -AS 110 -168 ir- NO 10471.802 ` STATE 40 015A3 FF 55818088 711`4800 99 2E 85 FB 11hU tamtnbx o1carcolcAf4oddwd rWbyn�d hurthu, 7 im.tk..C47.E92taztthctixffi shar�nat�cirmv �a S:i7ai autherit=6m Zodo. piwtmd cc� aft]ms d sxem- srm rim�.xa d xed zi ansi rmd =0 t1ez. 3a A.Atioti5P end a Ma kffda Afkd.M atsVAMtMMk csiy1m "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, by TPI anr7SBCA) to'r safety practices prior to performing these functions. Installers shall provide to porarrYy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. )tefer to drawings 160A-Z for standard plate positions. Alpine, a division rice ITW Buildin Components Group Inc., shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with AN 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 ppr ) essionak 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. cn...,,..o i..f rmaflnn moo fhie inh a nonoml nnfoc nano and fhom woh s8ae- GI PWF- wuiwr aWn it.--- TPI• -fnin t nm• SRCW www eh6nduetry mm, ICC, w im fP nm Job Number: 136DCS074 Ply: 1 SEQN: 743795 / T17 / JACK 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 6 FROM: AH DRW: Truss Label: BJ1 I Wgt: 11.2 lbs / ... 08/04/17 4rr3 1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 18.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Lac. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l36" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. 12 6 � C 2X4(A1) B 0 co-F -r O LO T- Irm, 1' 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D - HORZ(TL): 0.001 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.171 TPI Std: 2007 Max BC CSI: 0.016 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.19 Is Oil 01 SA 39 FF 513 81 B0 BB 7F 49 00 99 2E 85 F8 r#,St It¢r:iRas b¢¢n a6eedrrszstrabrz%melaal !late! lry caaavr�9 islartdsrs, ?£ (FL. iie.IFS7.f921 cxr ttta late shavers a6a� u^�Ag a SNJki atzihatiLSat�i4Aaa: i"MNtndea¢tdAzrsfttns docu =.m mat amu&md S*r&62rd Ahd and "p%ps Mr¢ntiat lammtbagteftlonwydcamr& rmoal. M 1 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 150 187 / 146 1- 149 / 4.0 D 11 /11 /19 /- /- /1.5 C -14 /29 /27 /- 1- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Big Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens_ Comp. A-B 27 0 B-C 29 -19 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 -WARNING" READ AND FOLLOW ALL NOTES ON THIS 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 temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly �id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. AooTv plates to each face of truss and position as shown above and on the Joint Details. unless noted otherwise. (2efer to a division of any failure to build the g or cover page in. The suitability SBCA Job Number: 136DCS074 Ply: 1 �SFROM:AH EQN: 743794 / T16 /JACK4EDB-Arden 1969"C"OLOW /DR Horton l4EDB-Arden 1969"C"OLOW Qty: 6. DRW: Truss label: BJ3 Wgt: 12.6 Ibs / .. 08/04/17 C 12 6 Cl) O � T- 2X4(A1) B r M CV A D 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: 19.00 it NCBCLL: 10.00 TCDL:4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C 3' 3' Snow Criteria (Pg,Pf in PSF) Def1ICSi Criteria Pg; NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.004 D - - HORZ(TL): -0.004 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.183 TPI Sid: 2007 Max BC CSI: 0.075 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): VIEW Ver. 15.01.01.0402.19 40015A38FF5381 SOE13-#4800992E85FB si;lkuryc7cas taeenclze'lrcasa jslEmed taealmd a+7t Ma,AAMarlines, PE(1.ttc.CA?kE3t en l)ICLa4C3itOWti aLra�t tz. ngaSNA>g a r-ftendcaahmeode. aeratedZ=Gfthkdtl:L4&sYA=.0tCWWd mddplddsadseaimd and therGA l nGcaa&xcrodm M-t-3� MM�d M =ydedrank ceylms. ♦ Maximum Reactions (Ibs) Loc R i U / Rw / Rh / RL / W B 193 195 / 162 1- / 101 14.0 D 51 /8 142 i- /- 11.5 C 64 /62 /28 /- /- /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. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -110 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, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI anr7 SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, i e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of -I PI 1, or for n acceptance any structure n this drawing,any failure to build the eal on this drawing or cover page r the design shown. The suitability SI/TPI 1 Sec.2. SBCA www.sbdndustry.com; IM www.imsafe. Job Number: 136DCS074 P1yg: 1 SEQN: 743793 / T151 JACK I 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW y: 6 FROM: AH DRW. Truss Label: BJ5 t 16.8 Ibs .. / ... 08/04/17 T Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 19.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP Al Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 51 Snow Criteria (Pg,Pf In PSF) Defl1CS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.010 D - HORZ(fL):-0.012 D - - Code ! Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.329 TPI Std: 2007 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): = WAVE VIEW Ver: 15.01.01.0402.19 0 40015A38FF51381Big81371" 00592E85FB Thuisern:lh=tef%mleez / ndX01=1adbymalwdmirta nta Mai 2 =1a. tmd cr%axezrttas siC,CCr^,ssatzra not crami2eamd 4Csmiand+a12d .1" t antkMlkn Code nMI baWAfW'wt=ydCaMni— rznp m C ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 263 1 123 / 208 / - ! 155 14.0 D 90 117 /70 /- !- 11.5 C 119 /115 /58 /- /- /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. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 1 53 -126 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety. Information, b TPI anr7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro 'elf qid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. AppTv plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. kefer to a division of for any failure to build the g or cover page in. The suitability G Job Number: 136DGS074 Ply: 1 SEQN: 743792 / T19 / EJAC 4EDB-Arden 1969 "C" OL OW /DR Horton /4ED8-Arden 1969 "C" OL OW Qty: 16 FROM: AH DRW: Truss Label: EJ7 Wgt: 23.8 lbs .. / ... 08104/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " T rf 1 � 7, 7' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.00 It. TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.60 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1 /30/2013 by ALSC 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 loc Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.022 D - HORZ(TL): 0.031 D - Code / Mi. Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.533 TPI Std: 2007 Max BC CSI: 0.368 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.01.0402.19 40 ol 5A3a FF 5a si Bo BB 7F4fi 0t199 2Ez5 Fs xhfxfterskabr ccl�#am� nud�s7 eaied6yrsa ak3art#urs: a £ irt. 11s. Gt7E9Et cn Yip cas¢ biwmrrtafxsea us��g a SNtaZ easttca:'tT�esxi�a, r"rtatad c�s%reich& d�aa^c�st mma�rn cxtuimd sr�nn��d �� an6 ttse;k.sb3x�enc`icafcaJa m+sst fzsvc�f'sd en asvyr3sttror�z ra�lut C 1 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 336 1 155 / 257 1- / 211 / 4.0 D 127 126 / 102 1- / - 11.5 C 171 /169 /85 /- /- /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. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -160 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI anr7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSL Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly aid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins, per SCSI sections 63, B7 or 610, 'le. Aooly plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to of TPI 1; or torn acceptance any structure failure to build the g or cover page rn. The suitability Job Number: 136DCS074 Ply: 1 SEQN: 743796 / T28 / HIP_ 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 3 FROM: AH DRW. Truss Label: CJ7 Wgt 42.0 Ibs / ... 08/04/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 6'3" 6'3" 9'10"1 3'7" 15 6'1"4 T 37 _16"I� 6'1"4 9'3"4 9'1 -501 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.99 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall•: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC- From 0 pif at -1.41 to 55 plf at 0.00 TC- From 2 pif at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.41 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84 TC- -7 lb Conc. Load at 1.41 TC- 128 lb Conc. Load at 4.24 TC- 238 lb Conc. Load at 7.07 BC- 23 lb Conc. Load at 1.41 BC- 103 lb Conc. Load at 4.24 BC- 179 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA PF NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.015 G 999 240 VERT(TL): 0.034 G 999 180 HORZ(LL): -0.004 F - - HORZ(TL): 0.010 F Creep Factor: 1.5 Max TC CSI: 0.241 Max BC CSI: 0.326 Max Web CSI: 0.256 Mfg Specified Camber: VIEW Ver: 15.01.01.0402.19 4001S/S38ff5581.BO807F490099.2€85FB TW4 nerssls;nWm abdr ^gApid:mad mdadbY, mmwl Marikxa; iEr.0�7E�Ef cm ��a £tr�v+rsat u�s�s� a SN.ik3 �ssPhttrt;sa8e. reccegs rd di __ AMscatcazi& nd s4nadi=dwalmd �csist�t���rnx-sE%xas�rritc�sa+,asrtrd«tm,xY . raa:r. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 330 /248 /- /- /- /4.9 E 385 /218 /- /0 /0 /1.5 D 29 119 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 14 -13 C-D 68 -72 B - C 406 - 650 Maximum Bet Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-G 604 -359 F-E 0 0 G - F 591 -357 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 286 - 61 C - F 428 -709 "*WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, b TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temperarryV BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly i1id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, e. AoDTv Oates to each face of truss and position, as shown above and on the Join Details, unless noted otherwise. (2efer to of riPi 1;ortor h acceptance any structure its drawin any failure to build the on this drawing or cover pa e ie design shown. The suitability rPl 1 Sec.2. Job Number: 136DCS074 Ply: 1 SEQN: 743838 / T26 / VAL 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 19691"C" OL OW Qty: 1 FROM: GM DRW: Truss Label: MV01 Wgt: 53.2 Ibs / ... 08/04/17 72 79"12 11'17"8 r 3'FIN 4' 4'1"12 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: 22.69 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. n 1 1 11'11"8 3'9"12 4: 4'1"12 i 3'8"12 F 12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Po: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W Pf?. NA Ce: NA VERT(LL): -0.006 G 999 240 H* 76 / 32 / 53 1- / 20 Lu: NA Cs: NA VERT(TL): 0.012 G 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.009 D - - H Min Brg Width Req = - HORZ(TL):-0.011 D - - Bearing H is a rigid surface. Code / Misc Criteria Creep Factor. 1.5 / 143 Bldg Code: FBC 2014 RES Max TC CSI: 0.195 Maximum Top Chord Forces Per Ply (Ibs) TRI Sid: 2007 Max BC CSI: 0.127 Chords Tens.Comp. Chords Tens. Camp. Rep Factors Used: Yes Max Web CSI: 0.096 A - B 48 -325 C - D 42 -97 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 48 -251 Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.19 1 Maximum Bot Chord Forces Per PI (Ibs) 40 01 SA39 FF 5119180 80 7F 48 00 69 2€ 85 FIB 8#dx iti¢r�'�nays ��... ., d z�lad�y iAarssc3 klxrtx, (e.. tss.c4asaz} cc� �'iz�a� �F�wrs aEar�ngasf��a �r3atard stamr&1�tlaxxar�¢sxats�stis2�^ered �-.�4racs�rP sad Riasss3.3 �ui9vent�al�ascsv9emv�et��ecire�s��tiarsk y Chords Tens.Comp. Chords Tens. Comp. A - G 327 - 35 F - E 338 - 39 G - F 334 - 37 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - G 248 - 209 D - E 162 - 94 C - F 321 - 258 **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 shi ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and'SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�therwise,top chord shall have, properly attached structural sheathing and bottom chord shall have a properyly id ceilingq. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 63, B7 or 810, e_ Ann Tv plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to a division of failure to build the g or cover pa e im. The suitability any Job Number: 136DCS074 Ply: 1 SEQN: 743840 / T25 / VAL 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: GM DRW: Truss Label: MV02 Wgt: 42.0 Ibs / ... 08/04/17 5712 9111"8 5712 F 4'1"12 1112X4 C 12 6 r,71 1112X4 B rn �3X4(D1) A ul F D E m2X4 It2 4 9'11"e 5712 4'1"12 5'9"12 9'11"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCS1 Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe L/defl L/# Loc R / U / Rw / Rh / RL / W F* 76 131 / 52 / - / 19 1119 TCDL: 7.00 Speed: 160 mph PY NA Ce: NA VERT(LL): -0.031 E 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.046 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.012 E - - F Min Brg Width Req = - Des EXP: C Mean Height: 23.09 ft HORZ L -0.015 E - - )t BearingF is a rigid surface_ g CLLd: 10.00 NCBCLL: 10.00 TCDL: 4.2 psi Code ! Misc Criteria. Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psi BldgCode: FBC 2014 RES Max TC CSI: 0.280 Maximum To Chord Forces Per PI Ibs p y (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.209 Chords Tens.Comp. Chords Tens. Comp. A - B 67 - 267 B - C 36 -101 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.109 Loc. from endwall: not in 9.00 ft FT/RT,20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 15.01.01.0402.19 Wind Duration: 1.60 WAVE Chords Tens.Comp. Chords Tens. Comp_ Lumber A - E 291 -28 E - D 299 -31 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP #3 Lumber value set "l3B" uses design values B - E 368 -320 C - D 169 -81 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. wvy.�.* " Right end vertical not exposed to wind pressure. # 4 Additional Notes No 047182 See DWG VAL160101014 for valley details. e `ATE OF4� �" � '*n ERIAL 4001SA38.FF508160057F4800 99 2E85F8 Stitt 1ter3c �uabeen elezta3sa�5/.sccd a�:�afadby P.iasN„a3 7,0art�ti�a, , �E(&i.. t%.�?F&YtastE�a �Lc awn atasrt va I�ng z SFCA.. aaatt�aarrazex, csxfa. ?im"d cwksoldi% dmm=rsi not ccnsi6wods9 nn.^*'atisi raa�d zrsE t1�57iA Easrittent3catt�nc4la taut 4aractif?ed maayc9cctrat�: c�ias: **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 byy fo'r to these functions. Installers temporaryiy Cohn onent Safety Information, TPI andSBCA) safety practices prior performing shall provide bracing per BCSI,, Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly bracing insTalled BCSI 63, B7 attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have per sections or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinffLLComponents Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSIlfPI 1, for handling installation bracing trusses.A this drawing conformance with or shipping, and of seal on or cover page_ listing this drawingg indicates acceptance of profession I engineering responsibility solely for the design shown. The suitability and use of this diawing 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 page and these web sites: ALPINE: www.al ineitw.com; TPI: www, inst.o • SBCA : www.sbcindust .com• IM www.iccsafe.o Job Number: 136DCS074 Ply: 1 SEQN: 743842 / T21 / VAL 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969'"C" OL OW Qty: 1 FROM: GM DRW: Truss Label: MV03 Wgt 32.2 Ibs / ... 08/04/17 3'912 T11"8 35"12 4'1"12 1112X 12 6 912X4 8 v a3X4(D1) r A. -ea F D E 1112X4 1112X6 j= T1 IT 3'9"12 41"12 3'9"12 T11"8 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 Udefi U# Loc R / U / Rw / Rh / RL / W F• 76 / 31 / 52 /- / 19 / 95.5 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.007 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.009 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.005 C - - F Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ 0 007 C - - �)�� Bearing F is rigid surface. 9 a9 Code Code/ Misc Criteria NCBCLL: 10.00 Mean Height: 23.59 It TCDL: 4.2 psf Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.218 Maximum To Chord Forces Per PI Ibs P y (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.129 Chords Tens.Comp. Chords Tens. Comp. A - B 39 - 245 B - C 39 -107 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.129 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: 15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A - E 245 -20 E - D 257 -23 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP #3 Lumber value set "l3B" uses design values B - E 329 - 254 C - D 192 -94 approved 1/30/2013 by ALSC Windgix Member design based on both MWFRS and C&C. ' eyre� r � Right end vertical not exposed to wind pressure. � e Additional Notes No 047 102. See DWG VAL160101014 for valley details. ,. ivl:p STATES 01* e 'ht .�� . ev+ 015A FFSB$1BDBB7F4800992ESSFB fair ftnm&a�xt �k�eAc,ca�tpx�nod'�x1:�afediay r�aa�a1 w3nritrez�; ?£ (cL. tYc. �A%1�2} rx5 FAa daSu tihcwrt abu�a g.� Sf9i i zi:�enr�aasr�e. plbt C"Ofdid dasmWAWO mot Masl&rad opwem4d s fad ar.6 thc::..A ¢ntsta�lgmca�e ra'rst lain xrerifJ � d«t�rfr �.^yiII4. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI an7'SBCA) fo'r salPety practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted o�herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a pro ppeVry lateral have bracing installed BCSI B3, B7 810; attached rigid ceiling Locations shown for permanent restraint of webs shall per sections or Apply to face truss and as shown above and on the Joint Details, unless noted otherwise. (2efer to as applicable. pfates each of position drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincL4Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSITFPI 1, for handling. installation bracing trusses.A seal on this drawing or cover conformance with or shipping, and of page. , listing this drawing indicates acceptance of professionA engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the luilding Designer per ANSI/TPI 1 Sec.2. For more information see this'ob5 general notes a and these web sties: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; IM www.1cesafe.ong Job Number: 136DCS074 Ply: 1 1 SEQN: 743844 / T18 / VAL I 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: GM DRW: Truss Label: MV04 Wgt: 22.4lbs .. / ... 08/04/17 _8K 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: 24.09 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 41 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. R 5'11 "8 5'11"8 5'11 "8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.019 C - - HORZ(TL):-0.022 C - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.368 TPI Std: 2007 Max BC CSI: 0.279 Rep Factors Used: Yes Max Web CSI: 0.235 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.19 No 04�71$2 STATE i 40 015A,38 FF 58 81 BO 8B 7F48 00 98 2E 85 F8 rfaitl%ureKlwt!alxecnas& pz mdualadtn/FAar*ar1Wrklm a: P£ jEL, i3c.CdTESEt cxr thin 2a?r showftalSc[eva ai�ng a5NA+1 kserticas�aie, e tnd xsap§ssoitids doccrssxstarmnnt x>wrsx3tsasd s5'gnaW mad ssmlad and ri<e SHA,_r*tnentcftics cr.�e must tisvefit➢c7 cnamyetextmrs_ carADL. 1 1 ♦ Maximum Reactions (Ibs), or `=PLF LOG R I /Rw /Rh /RL /W D• 76 / 29 / 51 /- / 18 171.5 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - B 47 -126 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 206 -13 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - C 25B -140 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly id ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing ins IIed per BCSI secfions 63, B7 or 610, e. ftrt Dlates to each face of truss and Dosition as shown above and on the Join f Details, unless noted otherwise. (tefer to a division of ,I N 11; or ror h acceptance any structure lis drawing any failure to build the on this drawing or cover page to design shown. The suitability M Job Number: 136DCS074 Ply: 1 SEQN: 743846 / T8 / VAL 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 C" OL OW Qty: 1 FROM: GM DRW: Truss Label: MV05 Wgt 14.0 Ibs .. / ... 08/04/17 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 24.59 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: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 1112X4 3'11"8 -I 3'11"8 3'11"8 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.006 C - - HORZ(TL): -0.008 C - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.179 TPI Std: 2007 Max BC CSI: 0.136 Rep Factors Used: Yes Max Web CSI: 0.106 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.19 t A STATE Q 46015A F1`5581BO6B7F490099,2E85FB thu A rn sbasn abc x r. Esjzi aav' VA mind by tftwd Marth=' ntrL. M.0. zM1 asit�aetaScahawn chasm wm'mg a SHA•8 �c�senat4w�u. ftnitnilxag adcha d ama= not crauidimad siowni and mind azad dfa SxA'a acariemk4umCale met bAwAfzdM 4mrdedffl k csayios. 1 1 ♦ Maximum Reactions (ibs), or'=PLF Loc R /U /Rw /Rh /RL /W D* 75 / 27 / 50 /- / 17 / 47.5 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 33 -84 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 159 -8 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - C 180 - 90 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI ana'SBCA) r sa>Pety 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 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 .piy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawindg any failure to build the conformance with ANSI lI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this rawing or cover page_ this drawing indicates acceptance of professionek engineering responsibility solely for the design shown. The suitability ie of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPl 1 UEZ Job Number: 136DCS074 Ply: 1 SEQN: 622248 / T20 / SPEC 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 7 FROM: AH DRW. Truss Label: 4M1 Wat: 25.2 Ibs ... / ... 08/04/17 to zn N 3 / Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. r_ T 7"4 i F1 bo N 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 B 293 / 126 1218 / - / 101 / 8.0 Pf: NA Ce: NA VERT(LL): -0.023 E 999 240 Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 D 214 / 114 1137 / - /- / 1.5 Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS HORZ(TL): 0.012 E Creep Factor. 1.5 B Min Brg Width Req = 1.5 D Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.373 Bearings B & D are a rigid surface. TPI Std: 2007 Max BC CSI: 0.209 Bearing B requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.325FT/R 20(0)/10(0} Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Plate Chords Tens.Comp. Chords Tens. Comp. VIEWVer:16.01.01B.061420 A-B 19 0 B-C 52 -131 WAVE MNo 04718Z 40 015A38 FF 58 81 BO BB 7F49 00139 2E 85 FB fr iratniwaa 9�ccwckctseet /sued aa5=W by V=.*1 Martin", £ (rL, uc.Gc7zsx(an t2smda2s shaair&abaW rx.�ag a SKrol sentica.'sctir_ ?MMd caphwetfis dw-mm mtasm not azzdarad s4ned and salad antineSfSArSsszdaantka9iaracodrnuattowAftdcnany de:trark dim. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-E 90 -178 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D-E 102 -W C-D 1340 -W `*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f BCSI. Unless noted o�herrwise,,top choror shallehave properly attached strruucturral sheathinq and Installers ottom chord shalt have properly aid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or C10, le. APPTv plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (fifer to a division of ' i F9 1, or Tor n acceptance any structure —1 "Moo noon — fis drawing,any failure to build the on this drawing or cover pa e te design shown. The suitability Job Number: 136DCS074 Ply: 1 SEQN: 743868 / T5 / GABL 4EDB-Arden 1969 "C" OL OW /DR Horton /4ED8-Arden 1969 "C" OL OW Oty: 1 FROM: AH DRW: Truss Label: 4M1GB Wgt 28.0 lb s .. / ... 08104/17 3' 4W' 5'10"4 A2 3' 1'4" 1W4 E ,2 T � 4 p D r iv t` 315A 2X4(A1) B N 1�F H G Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 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 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I3B" uses design values approved 1/3012013 by ALSC Plating Notes All plates are 2X4 except as noted. 6' 1 3' 1'4" 1'6"4 3' 4'4" 510"4 1i"j2 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF Po: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.003 H 999 240 B• 85 / 40 / 61 /- / 17 Lu: NA Cs: NA VERT(TL): 0.003 H 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.003 E - - B Min Brg Width Req = - HORZ(TL):-0.004 E - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 1.5 172.0 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.057 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.072 A - B 19 0 C - D 6 -114 FT/RT.20(0)/10(0) Mfg Specified Camber: B - C 14 -178 D - E 12 -40 Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.19 Maximum Bot Chord Forces Per PI (Ibs) y Chords Tens.Comp. Chords Tens. Comp. B - H 276 - 25 G - F 289 - 27 H - G 285 -25 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C-H 223 -115 E-F 112 -41 D - G 242 - 79 Wind Member design based on both MWFRS and CBC. Right end vertical not exposed to wind pressure. Additional Notes" See DWGS A16015ENC101014 8 GBLLETIN1014 for gable wind bracing and other requirements. No 047102 0 0 40015ASSFF51381B08137F4800992E85FB Thu za9=kdbyr iLftrunas, :�E �.. tk.ffiirE152tce� t3�c�affi aAawmalaeam a�3ng a 5NA3 �dsenfkazb�ss�sa, �°r�fxsd cr�xiaxszrcfu� dsacmrxtxarm n�fcad ff�rs��m'i saeai�d aaa6 ftse�a�4T�enCtaf&xsscaAa mcni tis anvu8f8�raxacr��ecf/mn§: coyiai.. -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building of Safety Information, by TPI an7'SBCA) for satPety practices prior to performing these functions. Installers shall provide temporarryy r BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 5qqid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, e. Avolplates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to a division of -i NI 1, or Tor r acceptance any structure fis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability see Job Number: 136DCS074 Ply: 1 SEQN: 689065 / T27 / COMN 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 2 FROM: GM DRW: Truss Label: 4L1 Wgt: 36.4 Ibs / ... 08/04117 5' { 10, 5' 5' 4 r 1C=4X6 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it - Loc. from endwall: Any GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left bottom chord exposed to wind. lllz^'+ 5' S' 5' 10, Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 433 / 273 / 410 ! - / 79 14.0 Pf: NA Ce: NA VERT(LL): -0.025 F 999 240 Lu: NA Cs: NA VERT(TL): -0.028 F 999 180 D 433 / 235 / 247 / - ! - / 4.0 Snow Duration: NA HORZ(LL): -0.008 F - - Wind reactions based on MWFRS HORZ(TL): 0.009 F - - Creep Factor. 1.5 Max TC CSI: 0.378 B Min Brg Width Req = 1.5 D Min Brg Width Req = 1.5 Bearings B & D are a rigid surface. Code! Misc Criteria Bldg Code: FBC 2014 RES TPI Sid: 2007 Max BC CSI: 0.222 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Max Web CSI: 0.086 Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 19 0 C - D 1152 -638 Plate T} pe(s): VIEW Ver: 17.01.01A.0723.13 WAVE B - C 1182 -638 D - E 19 0 40 015A38IFF 5B 81 B0 BB 7F48 00 99 2E 85 FB ThUttanamessnyW=410arxb,u. Z1. SMA"i 3ii33i Lnt+Gi',i^�M'i C, Riatvdeuataz rth do�A=mat eaaa d"Cddnt�iand+:salad =d is.crifazd on ar, d=tmnk spins., Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 575 - 976 F - D 575 - 976 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 291 - 265 —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 handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporaryY 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 bracingg insfalled per BCSI sections B3, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to 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 ifPI 1, or for handling shippinq, installation and bracing of twsses.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 ANSIffPI 1 Sec.2. more information see Job Number: 136DCS074 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Truss Label: 4L2 Ply: 1 Qty: 1 Wgt 44.81bs SEQN: 689073 / T30 ! HIPS FROM: GM DRW: / ... 08/04117 in 3' i 7' 10, 3' 4' 3' 12 4 4 C=4X6 D -17 T L_ in=2X4(A1) B Er:��-2M(Al) `- A F ~ 13 5 1 H G -� 1112X4 =3X4 31"12 3'6" 12 T 8 1, 1, 31"12 618118 10, Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pfin PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.021 G 999 240 B 493 / 241 /- / - ! - / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.046 G 999 180 E 493 / 241 / - / - / - / 4.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.006 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.014 G - - B Min Brg Width Req = 1.5 NCBCLL: 0.00 Mean Height: 15.00 ft Code / Misc Criteria Cree Factor. 1.5 p E Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.192 Bearings B 8 E are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.213 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.039 y (Ibs) Maximum Top Chord Forces Per PI ) Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 19 -14 D - E 410 -919 Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 B - C 408 -923 E - F 19 -14 Lumber C - D 368 - 883 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #1 Webs 2x4 SP #3 B - H 858 -374 G - E 855 -376 Lumber value set "l3B" uses design values H - G 872 - 370 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Loadin gWebs #1 hip supports 3-0-0 jacks with no webs. ?AA . Tens.Comp. Webs Tens` Comp- f�� C-H 99 0 G-D 104 0 Wind �rr� C-G 11 0 Wind loads and reactions based on MWFRS. No 047162 Left bottom chord exposed to wind. e w TAT . 40015A3S:FF5B81SOBB7F4800992E95FB E tx ILRt�h3s tseencl8ctsa> a35/z ned aid=led by 1AaaMMarttew, ' EA. L£c.947.EBStcn O[cr�aC�titt�waa6¢w�uc�ogsSHA8 zothentuattmecd& z'zbteddrrnr.. A. mot u.,niiiwad mind sanbd arsd tivz !LD+anttra5is�ccado m,r 4c �crlf?edtax ar.rtradectrmrsk rm Ins. —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 anSBCA)1or safety practices prior to performing these functions. Installers shall provide temporalry bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply pIates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI> fPI 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 esslona 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 ineitw.com; TPI: www. insto • SBCA: www.sbcindu .com; [CC: www.iccsafe.o Job Number: 136DCS074 Piy: 1 SEQN: 6890671 T31 / JACK I 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 4 FROM: GM DRW: Truss Label: 48J1 Wgt 11.2 Ibs / ... 08/04/17 12 4 2X4(A1) B 3V C LO r 1' �- 1' 1 r Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000_D Des Ld: 37.00 EXP: C HORZ L 0.000 D Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 it TCDL: 4.2 psf Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.172 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.018 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: 17.01.01A.0723.13 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left bottom chord exposed to wind. 13 40 018A38 FF 55 81'BD 80 7F48 00 99 2E 85 FB Tt,3xand ¢.caiedbyMA mlmartA", M OL. Lk.9471921"the 2a?sshaetle aavve sr.Ssig a54i,�S ssath ¢rttnt3ce. mdt- F''dgt¢d cs�i¢sa rtfus drzu�rst xis nut cxar�ems8 s�nef3ssid z�aix8 wadthes4A,1 mtkaaiono.4c rnr�st bAwPifed m eo fdittwrJz cmies. T r ♦ Maximum Reactions (Ibs) LOG R I /Rw /Rh /RL I B 147 / 112 / 145 / - / 29 14.0 D 10 /0 /7 /- /- 11.5 C -13 /19 /20 /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 19 -8 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, handiin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI, Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly did ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or t le. ADDIV Dlates to each face of truss and Dosition as shown above and on the Joinf Details, unless noted otherwise. f2efer 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 i-Pi 1 Sec.2. 0 Job Number: 136DCS074 Ply: 1 SEQN: 689071 / T32 / EJAC 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 3 FROM: AH DRW. Truss Label: 4EJ3 I Wgt: 12.6 Ibs / _.. 08/04/17 4 12 � C T TLID 2X4(A1) B M 33 A D 3' 3' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 191) / 124 / 191 / - / 57 / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 49 133 169 / - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 D - - C 62 / 40 / 31 / - / - / 1.5 EXP: C Des Ld: 37.00 HORZ L -0.002 D - - (T )� Wind reactions based on MWFRS Mean Height: 15.00 It NCBCLL: 00 CodeCode / Misc Criteria CreepFactor. 1.5 B Min Brg Width Req = 1.5 TCDL: 4.2 psf Soffit: 2 . 00 BCDL: 5.0 sf . Bldg Code: FBC 2014 RES Max TC CSI: 0170 D Min Brg Width Req = - P Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.072 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 tt Re Factors Used: Yes Max Web CSI: 0.000 P Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. ' Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 Lumber A- B 19 0 B- C 20 -61 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 41 Chords Tens.Comp. Bot chord 2x4 SP #1 Lumber value set "138" uses design values B - D 0 0 approved 1/30/2013 by ALSC Windtk1� Member design based on both MWFRS and C&C. Left bottom chord exposed to wind.ei+ar� A_ ,.a STATE Of. 40 01 5A 38 FF 56 81 BO BB 71F48 00 99 2E 85 FB nihItem I=he =afadby Lunati Martinca KfCL. its. rAzIP21 on tisadata dwwa abave WAS SRA-t =b)dndcatImeatfa_ mandeas�iezcdd sdonseenA im notcmzlcmmA SWW9 rd aaimd awnti4.Tau.2av'the nhtaaWZs damu:siWucrift dMaey.dactwk =VIOL **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS gwire extreme care in fabricating9 handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building [ Safety Information, byV TPI and'SBCA) T safety practices prior to pertorming these functions. Installers shall provide temporaryy r BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly ppid ceilincQl. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, ile_ AooTv plates to each face of truss and oosition as shown above and on the Joint Details, unless noted otherwise. f2efer to a division of Ivi 1, or Torn acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability e 0 Job Number: 136DCS074 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Truss Label: 4CJ3 Ply: 1 Qty: 2 Wgt 15.4 Ibs SEQN: 689069 / T33 / HIP_ FROM: GM DRW: .. / ... 08/04/17 12 2.83 C T N B 2X4(A1) M s� A E D 4'2" 3 1'5" 4713 . Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI 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 E 83 /46 /- /- /- /4.9 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 29 /- / 5 / - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.002 D - C 62 / 47 /- / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.002 D - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5 E Min Big Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSi: 0.087 D Min Brg Width Req = - Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.056 C Min Big Width Req = - Bearing E is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 Lumber A- B 6 -4 B- C 14 -11 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 91 Chords Tens.Comp. Bot chord 2x4 SP #1 Lumber value set "'I 3B" uses design values B - D 0 0 approved 1/30/2013 by ALSC Loading Hipjack supports 2-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. M 40 015A38 FF 5138180 BB 7F48 00 99 ZE 85 FB st`wtc itamttaa &mzcry niadtmtt£c�igsatprcw.acalmd 6p:ltaxr Ibtarttrses, PE (FL tPs.�iT:82t an iAecax¢ shactaabmss crtng a 5x&.b aE."3tietit3ta3�%rizaa?1a, pmteC COP=athak docu=- A ai not crra&ad zf6nal! =d mbd zd tho VW1 zsAhenfmfli =A& melt bo..&5ed rmmydectrark woos. "`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporar�r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly Ccid ceilingg Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610, .- Apply plates to each face. of truss and position as shown above and on theJoin Details, unless noted otherwise. (tefer to a division of irl i,orrorr acceptance any structure failure to build the g or cover pa e rn. The sui bility 4EDB-Arden 1 69 C OL OW /DR Horton 14EDB-Arden 1960 "C" OL OW I Qty: 100.8 Ibs I FROM: AH 251 / T41 / SY42 I DRW: 08/04/17 I Truss Label: FT1Wat � 2,+ 1'4" (n'P) 2X4(R) Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. W=3X4=2X4(R) - . r V 1 aI al /l n Q R W=3X4 18'7"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or a=PLF Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL 1 W Pf: NA Ce: NA VERT(LL): 0.000 P 999 360 Ra 109 / - / - /- /- 1223 Lu: NA Cs: NA VERT(TL): 0.000 P 999 240 AG Min Brg Width Req = - Snow Duration: NA HORZ(LL): 0.000 B - - Bearing AG is a rigid surface. HORZ(TL): 0.001 B Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.072 Chords Tens.Comp. Chords Tens. Comp. ,TPI Std: 2007 Max BC CSI: 0.018 A - B 0 0 1-1 0 0 Rep Factors Used: Yes Max Web CSI: 0.031 B - C 0 0 J - K 0 0 FT/RT:20(0)/10(0) Mfg Specified Camber: C- D 0 0 K- L 0 0 Plate Type(s): D- E 0 0 L- M 0 0 WAVE VIEW Ver: 16.01.01B.0614.20 E- F 0 0 M- N 0 0 F-G 0 O N-O 0 0 G-H 0 0 O-P 0 0 H-1 0 0 40 015A38 FF 5B 8a 80 Bi3 7F48 00 99 2E 85 Fla Erix ltatntrua beanola "-s3.�nad-»as9:salaii by rAa;9 Aaartiniex, (tf..its.&r=4on the dM ffiMaWft aLam tang a Stg, 3 tCr'fta*AMdc. 2r�tadea nraF'sdc+sra aura notcmn9d fad dg}wdmd=lvd and trse- s43'ax-than>;es.�nsrourd¢ravat waif dm=ydectmr& c IML Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AG-AF 0 0 Y- X 0 0 AF-AE 0 0 X- W 0 0 AE-AD 0 0 W- V 0 0 AD -AC 0 0 V- U 0 0 AC -AB 0 0 U- T 0 0 AB -AA 0 0 T- S 0 0 AA-Z 0 0 S-R 0 0 Z-Y 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. AH-AI 0 -4 P-R 0 -46 A -AG 0 -48 R-Q 0 -9 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Camp. B-AF 0 -133 J-X 0 -133 C-AE 0 -134 K-W 0 -133 D-AD 0 -133 L-V 0 -133 E-AC 0 -133 M-U 0 -133 F-AB 0 -133 N-T 0 -134 G-AA 0 -133 O-S 0 -133 H-Y 0 -133 —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 an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (tefer to 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 ANSIr I PI 1, or for handling shipping, installation and bracing of Uvsses.A seal on this drawing or cover p e_ listing this drawing indicates acceptance of pro$essiona engineering responsibility solely for the design shown. The su" bility and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. For more information see this iob's general notes Dacia and these web sites: ALPINE: www.alpineftw.com; TPI: www.tpinst.org; SBCA www.sbcindustry.com; I= wwwkesafe_.org A Job Number: 136DCS074 Ply: 1 SEQN: 622255 / T46 / SY42 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 8 FROM: DJH DRW: Truss Label: FT2 Wgt: 120.4 Ibs / ... 08/04/17 6'7"8 8'7"8 187"8 67'8 }' 2' I 10, T— 2,6„_ 2,6„ _3'1� r.1'I — 2'6"--f�3"1�F3"1f- 2,6" r, W=3X4 =2X4(R) 1112X4 1112X4 =3X4 1112X4 1112X4 A B C D E F G=3X4 H I J K L Z M T a =2X4(RAA _ 1 38 Y X W V U T S Q P O N -4X4 112X4 =5X6 =5X6 =5X6 1113X6(R) W=3X4 18'7"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI 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): 0.341 T 637 360 y 1011 / - / - / - / - / 7.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.534 T 407 240 N 1012 / - / - / - ! - / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.039 N - - Y Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.061 N - - N Min Brg Width Req = 1.3 Mean Height: NA ft NCBCLL: 10.00 Code / Misc Criteria Cree . p Factor1.5 Bearings Y & N are a rigid surface. TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 1.000 Bearing Y requires a seat late. 9 q P Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.769 Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.611 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): A - B 0 -921 G - H 0 -3630 Wind Duration: NA WAVE VIEW Ver: 16.01.01B.0614.20 B - C 0 -2409 H -1 0 -2995 Lumber C- D 0 -3736 I- J 0 -2995 D - E 0 -3754 J - K 0 -1745 Value Set: 13B (Effective 6/1/2013) E-F 0-3759 K-L 1 0 Top chord 4x2 SP #1 F - G 0 -3759 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC !) $1 Y-X 0 -1 S-R 3835 0 Plating Notes X- V 1819 0 R- Q 0 0 All plates are 4X6 except as noted. • ": W - V 0 0 V- U 3109 0 R - P P- O 3435 0 2472 0 Deflection a�a U- T 3754 0 O- N 986 0 T S 3838 D Max JT VERT DEFL: LL: 0.34" DL: 0.24". See detail's DEFLCAMB1014 for No 047162 - camber recommendations. Additional Notes w . Maximum Web Forces Webs Tens.Comp. Per Ply (Ibs) Webs Tens. Comp_ + 2x6 continuous strongback. See detail 4 I AZZ STRBRIBRIO14 for bracing and bridging STATE OF - Z -AA 0 -25 A Y 0 G - R R H 0 -377 307 0 recommendations. 40 - -977 A X 1282 0 - H P 0 Webs are square cut except dbl diagonals or as �e - - -598 otherwise shown.w ? X- B 0 -1248 B-V 821 0 I- P P-J 0 -71 710 0 Truss must be installed as shown with top chord' up. V-C 0 -970 J-O 0 -1011 C- U 984 0 O- K 1057 0 SERIAL U-D 0 -371 K-N 0 -1372 40 01 SA 38 FF 56 8180 8B 7F 48 00 93 2E &5 FB E- T 189 -145 T - G 310 - 380 L- N N - M 0 -40 0 -7 ';x,L ltam hxabacro nlattr ps me�+.=t1walsd by maawd Mtarunw, ( .tie, aataz{�xthedaaaihae�na6 saws ngaSRA l azftndmti r,smde- s wd tapi"Oldiiduorrsa,t=mat =A subd and thc,?si:Erk enika9srascs!¢ mut Lm ssf3f�ltaw clettro� s�ios. `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regwire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVy TPI anr7'SBCA) t0F safety practices prior to performing these functions. Installers shall provide temposrryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propef!y attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applirabgie. Appty plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handl% 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 thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's eneral notes page and these web sftes: ALPINE: www.alpineilw.com; TPI; www.tpinst.org; SBCA: www.sbdndustry.axn; ICC: www.iocsafe.orq 0 i Job Number: 136DCS074 Ply: 1 SEQN: 622257 / T43 / SY42 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969�"C" OL OW Qty: 4 FROM: DJH DRW: Truss Label: FT3 Wgt 89.6 Ibs .. / ... 08/04/17 6'7"8 878 14'10"8 6'7"8 2' 6'3" 1112X4 =4X6 A B C D Sys=2X4(R) T 2X4(R)4 =4X4 r, �— 2'1"8 2'6" 17 _- E Fa =4X6 1112X4 G H 62X4(R) =4Ati , III2A4 IIIZA4 =4Xb -4X6 14'10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W Q 804 / / - / - / 7.5 TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.137 N 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.239 D 721 240 J 806 / - 1- ! - / - / 3.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.025 B - - Q Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.046 B - - J Min Big Width Req = 1.3 Code / Misc Criteria NCBCLL: 10.00 Mean Height: NA ff CreepFactor: 1.5 Bearings Q & J are a rigid surface. Soffit: 0.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.407 Bearing Q requires a seat late. g q p Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.731 Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.367 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ A - B 1 0 E - F 0 -2117 I: NA GCpl: NA Plate Type(s): VIEW Ver: 16.01.018.0614.20 Wind Duration: NA WAVE B - C 0 -1323 F - G 0 -1320 Lumber C- D 0 -2102 G- H 1 0 D-E 0-2318 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 41 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #1 Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "l3B" uses design values Q P 768 0 M - L 2315 0 approved 1/30/2013 by ALSC P - b 1850 0 L - K 1838 0 1) O-N 2318 0 K-J 772 0 Plating Notes N - M 2318 0 All plates are 3X4 except as noted. ' �e . e W.Maximum Web Forces Per Ply (Ibs) Additional Notes �a • .. .a., Webs Tens.Comp. Webs Tens. Comp_ + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging R - S 0 -3 M - E 196 -122 recommendations. A- Q 0 -47 E- L 0 -495 Webs are square out except dbl diagonals or as Q - B 0 -1070 L - F 450 0 otherwise shown. B- P 771 0 F- K 0 -721 w ' P-C 0 -734 K-G 762 0 Truss must be installed as shown with top chord up. , "TAT � C- O 400 0 G- J 0 -1075 41 ate' O- D 0 -455 H- J 0 -42 D-N 129 -137 J-1 0 -7 40 01SAS8FF 5B 8180 88 7F48 00 39.2E 85 FB ilaftlAama�ts�ttctsmlactrgs�vtad �2zzles3by rAnt+esel Matttn�.a, Mtn.. tte.Cdita7.t an drtt dateshawmat:uva u^,��g � sN,4.3 a acndratkamnd . anated copinal" `�dccu .spa mtrot amsldaed S'*C and: bd and ttwz 3 —thentmUmcade rq"t tm Vedfisfan awj dectraric clviut.. **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, b TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propfrerly 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 Join f Details, unless noted otherwise. IQ r to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinpp Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/ fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this rawing or cover page_ listing this drawingg indicates acceptance of ppr ) essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is flte responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iob's general notes page and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.org; SBCA www.stocindustry.mins IM www.iccsafe.o Job Number: 136DCS074 Ply: 1 SEQN: 690313 / T42 / SY42 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 6 FROM: DJH DRW. Truss Label: FT4 Wgt: 89.6 Ibs / ... 08/04/17 6'T'8 8-7"8 14'T'8 6'7"8 2' 6, _l 2'6" 2'6" --I I-1'10"8 -i-- 2'6" 17 �I T is: =2X4(R) =2X4(R) S 1112X4 =4X6 =4X6 1112X4 A B C D E F G H =4X4 =4A5 III4A4 IIIZA4 =4Ao =4Ao 147'8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.136 M 999 360 P 790 /- 1- l- I- 17.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.236 D 717 240 1 805 / - / - / - / - / - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.025 B - - P Min Big Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.045 B - - 1 Min Brg Width Req = - NCBCLL: 10.00 Mean Height: NA ft Code / Misc Criteria Creep Factor1.5 . Bearing P is a rigid surface. Soffit: 0.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.426 Bearing P requires a seat late. 9 q p Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.752 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.358 Maximum Top Chord Forces Per Ply (Ibs) Loo. from endwall: NA FT7RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): A - B 1 0 E - F 0 -2073 Wind Duration: NA WAVE VIEW Ver: 17.01.01A.0723.13 B - C 0 -1294 F - G 0 -12BB Lumber C- D 0 -2044 G- H 3 0 D - E 0 - 2233 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #1 Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "1313" uses design values P - O 754 0 L - K 2228 0 approved 1/30/2013 by ALSC O - N 1809 0 K - J 1790 0 ;t1ktito N- M 2234 0 J -1 757 0 Plating Notes M - L 2233 0 All plates are 3X4 except as noted. Maximum Web Forces Per Ply (Ibs) Hangers 1 Ties x� Webs Tens.Comp. Webs Tens. Comp. Recommended hanger connections are based on . Q - R 0 -3 L - E 238 -125 manufacturer tested capacities and calculations_ Conditions that require different + A - P 0 -47 E - K 0 -507 may exist connections than indicated. Refer to manufacturer W P - B 0 -1049 K - F 468 0 publication for additional information. B - O 752 0 F - J 0 -698 Bearing at location x=14'4"8 uses the following oo '; STATE O - C 0 - 716 J - G C N 379 0 G 738 0 0 support conditions: Bearing 1 8'8") HUS46 t' . �� - -1 N D 0 I H -1057 0 (14'4"8, & o - -421 - -15 Supporting Member: (2)2x6 SP M-26 "4 � D - M 112 -144 H - 1 0 -45 (4) 0.148"x3" nails into supportingUKArA member, ' (4) 3" nails into supported ' ember. 6 Additional Notes SEPAL 4001 SA38 FF 50 8180 88 7F 48 00 99 2E &5 F8 + 2x6 continuous strongback. See detail rr,ia 3temhAsbeen etscram Mined t=ledt y P S AMArtmra STRBRIBRIO14 for bracing and bridging -r(a. uc.csasaztna YlccS�t¢an7waaba usingas33mi recommendations. a aikhwtkeWresdm Webs are square out except dbl diagonals or as �dr�gdn�ccsr"uacc:3addda izeai"d otherwise shown. a ethermaautlrext€aa#czscaaam eGcssaftwaa,d«tram Truss must be installed as shown with top chord up. '"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 anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted d1herwlse,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, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg-Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this rawing 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 ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www. inst.a • SBCA www.sbcindu .com; ICC: www.icesafe.org t a Job Number: 136DCS074 Ply: 1 SEQN: 6222611 T6 / SY42 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW City: 1 FROM: DJH DRW. Truss Label: FT6 Wgt 33.6 Ibs / ... 08/04/17 r� F31 2'6"�i T--2X4(R) 1 "v 1 ' Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BOLL: 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 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 113012013 by ALSC Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 3X4 1112X4 1112X4 = 3X4 AB C D 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): 0.002 G 999 360 H 207 / - / - / - ! - 14.0 Lu: NA Cs: NA VERT(TL): 0.004 G 999 240 F 207 / - / - 1- ! - 13.5 Snow Duration: NA HORZ(LL): 0.000 F - - H Min Brg Width Req = 1.5 HORZ(TL): 0.001 F - - F Min Big Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 Bearings H & F are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.197 TPI Std: 2007 Max BC CSI: 0.042 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.060 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber: A- B 1 0 C- D 1 0 'Plate Type(s): B - C 0 -108 WAVE VIEW Ver: 16.01.01B.0614.20 No 047182 STATE OF. 40 01 SA38 FF 5B 81 BO BB 7F48 00 99 2E 95 FB *44 itarnis s¢ice3sr. a45yz ,ncd.2re9, alnd by Mawet Markin , 'r'£(R.0:.CA7i92f on aSK4I 1 mnkicaCessrttr9r. r'Y9studttyt chriids drrt =a= notamildasd cdind=led mxE tirc.Siitai �ct�aent3tat%ascude m�seav arsN�danarr��ectrar3s. - . cmslm Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. H-G 99 0 G-F 99 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ I-H 1 -6 G-C 46 0 A-H 44 0 C-F 0 -261 H-B 0 -261 D-F 44 0 B-G 46 0 F-E 1 -6 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Are extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly )id ceiling., Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, e. Appiy plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. hefer to 60A-Z far standard plate positions. a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSITI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page _ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability :e of this yawing for any structure is the responsibility of the uiiding Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS074 Ply: 1 SEQN: 622263 / T48 / SY42 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW City: 1 FROM: DJH DRW: 08/04117 Truss Label: FT7 Wgt: 50.4 Ibs .. / ... 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 " 11"4'i �3"� 3" 1'0"12 ! r i i� 2'6" •�' 2'6" "�'�� 1112AX4 = 3BX4 = IYA = ff 4 III EX4 lii- Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Hangers / Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Bearing at location x=0' uses the following support conditions: Bearing J (0% 8'8") THA422 Supporting Member: (1)4x2 SP #1 (2) 0.162"x3.5" nails into supporting member, (4) 0.148"x1.5" nails in flange and (6) 0.148"x3" nails into supported member. Additional Notes Webs are square out except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 3X4 7'6" 2X4(R) 38 .2X4(R) 8 Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.015 C 999 360 J 413 1- / - /_ /_ /_ Lu: NA Cs: NA VERT(TL): 0.024 C 999 240 G 400 / - / - / - / - 17.5 Snow Duration: NA HORZ(LL): 0.003 G - - J Min Brg Width Req = - HORZ(fL): 0.005 G - - G Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 Bearing G is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.269 Bearing G requires a seat plate. TPI Std: 2007 Max BC CSI: 0.131 Rep Factors Used: Yes Max Web CSI: 0.113 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 3 0 C- D 0 -467 WAVE VIEW Ver: 16.01.61B.0614.20 I B- C 0 -452 D- E 1 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J-1 281 0 H-G 310 0 I-H 597 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp_ Webs Tens. Comp. t. MAP" A- J 0 37 H- D 217 0 ¢a 4p J- B 0 -463 D- G 0 -471 �se� + 'N' *r B- I 237 0 E- G 0 -31 ` o()47J02e I-C C-H 0 -202 0 -181 F-K 0 -2 STATE '.��. 40 01 5A 38 FF 5B 8180 857F 48 00 99 2E95 FB rfiatt itamf�stmraa akzr�psd nad'aar8 a Azl by BAa"M Mar tAw, PE(M. Lit."7t911 astute daft Mt wnA ga S%A,II. aL'LEiCAt°x4'.a&A W:1 tticeed cz t srPlft$s dtr_ ..stni �nnmut csszssr3n sd =tl=lad Wtti ticsj",z thcni4ia*Acoda M=t to 4,mf°w Wt amydatrarar =5,i0L "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom chord shall have a proer y per BCSI sections B3, B7 oral[) , unless noted otherwise. (defer to a division of its drawing any failure to build the on this drawing or cover Page ie design shown. The suitability t a Job Number: 136DCS074 Ply: 1 SEQN: 622291 / T34 / SY42 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969;"C" OL OW Qty: 1 FROM: DJH DRW: Truss Label: FT5 Wgt: 86.8 Ibs / ... 08/04/17 (TYP) A R r T 8 =2M(Ar r) F P G H I J K L M AA Z Y X W V U T S R Q P 14'7t'8 —I 14'7"8 J Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TOLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in for. L/defi L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph PF NA Ce: NA VERT(LL): 0.000 K 999 360 AA"108 /- /- /- /- / 175 BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.000 K 999 240 AA Min Big Width Req = - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.000 M - - Bearing AA is a rigid surface. EXP:NA L Des Ld: 55.00 Mean Height: NA itHORZ (T ): 0.000 M - NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.077 Chards Tens.Comp- Chords Tens. Comp. Load Duration: 1.00 MWFRS Parallel Dist: NA 'TPI Std: 2007 Max BC CSI: 0.018 A - B 1 0 G - H 1 0 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.032 B - C 1 0 H - 1 1 0 Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: C - D I 1 0 1-1 1 0 I: NA GCpi: NA Plate Type(s): D- E 1 0 J- K 1 0 Wind Duration: NA WAVE VIEW Ver: 16.01.01B.0614.20 E- F 1 0 K- L 1 0 Lumber F- G 1 0 L- M 1 0 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 4x2 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP #1 Webs 4x2 SP #3 AA- Z 0 -1 U- T 0 1 Lumber value set "13B" uses design values Z - Y 0 -1 T - S 0 -1 approved 1/30/2013 by ALSC Y- X 0 -1' S- R 0 1 X-W 0 -1 R-Q 0 -1 Bracing 0,W-V 0 -1 Q-P 0 -1 Sheathing is required for any longitudinal(drag) ' m - V - U 0 -1 P - O 0 -1 �w forces. All connections to be designed by the building- v designer. a Fasten rated sheathingto one face of this frame. w®° Maximum Web Forces Per Ply (Ibs) s 7 Webs Tens.Comp. Webs Tens. Comp. ID Plating Notes AB -AA 0 -7 M - O 0 -5 wo All plates are 2X4 except as noted. A -AA 0 5 O - N 0 -7 Additional Notes as t Maximum Gable Forces Per Ply (Ibs) i Gables Tens.Comp. Gables Tens. Comp. Webs are square cut except dbl diagonals or as � �r P- otherwise shown. -S B-Z 0 -107 H-T 0 -133 Truss must be installed as shown with top chord up. atex� C - Y 0 -139 I - S 0 134 ,- D-X 0 -132 J-R 0 -132 E-W 0 -134 K-Q 0 -139 F-V 0 -133 L-P 0 -107 S G-U 0 -133 40'015A39 FF 513 81 BO BB 7€49 00 99 2E 95 FB ThL by mamaiMart s, K(FL. Lk..r4r mt on the avtz ahmwrt abant wbo a SN,A1 �-tttmntdtaa¢mkfa, nlamd cqtinc3thkd two mot=sd+=d tkrwti ands 6d �b tie .SRA-Z m-t twvcdfbi.m aoydmtrmnk cZ0ias.. "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 ana'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o-thenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face_ of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinht�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 professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineftw.com: TPI: www. into ; SBCA: www.sbcindu .com- ICC: www.iccsafe.org Job Number: 136DCS074 Ply: 1 SEQN: 622319 / T37 / SY42 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 3 FROM: DJH DRW. Truss Label: FT8 Wgt: 151.2 Ibs .. / ... 08/04/17 11'111"12 9'9"8 11'9"8 2178 919"8 12' 9'3"1217- a f`3"N {""1-Lt� I �712 TA ��'-71� 1112X4 =2X4(R) A B T 3:8 AD d =-2X4(R)ff AE 38 AC =4X6 =4X6 1112X4 =4X4 C D E =4X10 1112X6 —6X6 F G H W=3X6 21'3"8 =5X8 W=3X4 1112X4 =4X6 I J tr i M ' N =-6X6 1112X4 P Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.417 V 598 360 AC 1157 / - / - ! - / - / 7.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.651 V 383 240 Q 1171 / _ / _ / _ / _ / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.062 B - - AC Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.097 B - - Q Min Brg Width Req = 1.3 Mean Height: NA ft Noffit: 1 Code / Misc Criteria CreepFactor. 1.5 Bearings AC & Q are a rigid surface. .00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.688 Bearing AC requires a seat late. 9 q p Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2007 Max BC CSI: 0.793 Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.604 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords `Tens. Comp. I: NA GCpi: NA Plate Type(s): A - B 1 0 1-1 0 -4694 Wind Duration: NA WAVE VIEW Ver: 16.01.01B.0614.20 B - C 0 -2047 J - K 0 -4666 Lumber C- D 0 -3611 K- L 0 0 D - E 0 -3611 K - M 0 -3600 Value Set: 13B (Effective 6/1/2013) E- G 0 -4538 M- N D -3600 Top chord 4x2 SP #1 F- G 0 0 N- O 0 -2045 Bot chord 4x2 SP #1 G- H 0 -5413 O- P 3 0 Webs 4x2 SP #3 H - 1 0 -5425 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ i Plating Notes All plates are 5X6 except as noted. ",iKm . " AC -AB 1136 0 W - V 5425 0 "* AB 2927 0 V U 5417 0 " -AA - Deflection.. u AA- Y 4196 0 U- T 0 0 Max JT VERT DEFL: LL: 0.42" DL: 0.28". See detail DEFLCAMB1014 for 047182 Z - Y 0 0 U - S 4258 0 camber recommendations. e Y - X 5046 0 S - R 2928 0 • X- W 5043 0 R- Q 1134 0 Additional NotesAw s + 2x6 continuous strongback. See detail Maximum Web Forces Per Ply (Ibs) STRBRIBR1014 for bracing and bridging ,� Of Webs Tens.Comp. Webs Tens. Comp_ recommendations. ., wSTATE ' AD-AE 0 3 V I 314 25 Webs are square cut except dbl diagonals or as A -AC 0 -42 - I - U 0 -1039 otherwise shown.w,�v % a AC- B 0 -1582 U - K 663 0 Truss must be installed as shown with top chord up. B 1266 0 K- S 0 894 »� y -AB AB-C 0 -1225 M-S - 26 0 841 SERIAL C -AA 930 0 S- N 913 0 410 01 5A 38 FF 58 81 BO BB 7F48 00 992E85 FB D 0 AA- 95 AA- E 0-795 N - R R- O 0 -122 1268 0 0 st»is imar t as #asam elxzieatt3sa.y fined l alad Gy bsasazci ktartra rs E - Y 495 0 O - Q 0 -1581 not. uc.Cszlsxlcnthe z~tsestwwna6mvaw gasttic3 =tom end=nm xidc. Y-G 0 -725 Q-P 0 15 G- W 1085 0 P- Q 0 -45 Fimud cophmafttss d«�a mnot csmsi ad Apw.A=s maiad W-H 0 -676 a d#rsc:..x:A;B 4iaentacat sa temaYat 4m Nerif�xsl ras assysde:ttank C"iaa.. **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, b TPI anc7SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temposrrYY bracing per BCSI. Unless noted oherwise,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 63, 67 or 610, as applicable. Apply pates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of 1russeS.A seal on this drrawing or cover page listing this drawingg indicates acceptance of proTessionat 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 lob's general notes page and these web sites: ALPINE: www.aloinedw.com: TPI: www.toinst.om: SBCA: www.sbcindustrv.com: ICC: www.lccsefe.ora Job Number: 136DCS074 Ply: 1 SEQN: 622325 / T38 / SY42 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 7 FROM: DJH DRW: Truss Label: FT9 Wgt 154.0 Ibs I / ... 06/04/17 978 1 11'9"8 1 217" 978 2' 919"8 3 1112X4 1112X6 =2X4(R) =2X4(R) =4X6 1112X4 1115X6(R) 1112X6 W=3X4 1112X4 ==4X6 1112X4 A B - AF C D E F G H I J K L M N O P Q R ` Ma: =2X4(R) =2 X4(R) AG �B V: H Z8 AD AB AA Z Y X W V U T AE .�nAC =4X10 1114X6(R) 1114X6(R) =4X10 -4X6 ==4X6 W=H0308 217" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.409 1 619 360 AE 1173 I - I - I - l - 17.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.639 1 396 240 S 1173 /- / - / - / - / 7.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.064 S - - AE Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.100 S - - S Min Brg Width Req = 1.5 NCBCMean Height: NA ft : 1 00 Code / Misc Criteria CreepFactor. 1.5 Bearings AE & S are a rigid surface. TCDL: NA psf Soffit 0.00 soffit Bldg Code: FBC 2014 RES Max TC CSI: 0.654 Bearings AE & S require a seat plate. . BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.811 Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CS 1: 0.614 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): A - B 1 0 1-1 0 - 5570 Wind Duration: NA WAVE, HS VIEW Ver: 16.01.018.0614.20 B - C 0 -2080 J - K 0 -4799 Lumber C-D 0 -3681 K-L 0 -4793 D-F 0-3681 L-M 0 0 Value Set: 13B (Effective 6/1/2013) E - F 0 0 L- N 0 -3673 Top chord 4x2 SP 41 F - G 0 -4752 N - O 0 -3673 Bot chord 4x2 SP #1 G - H 0 - 5564 O - P 0 - 2080 Webs 4x2 SP #3 H- I 0 -5569 P- Q 1 0 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes MAp* ' All plates are 5X6 except as noted. .d� AE-AD 1153 0 Y - X 5569 0 Deflection FE a AD -AC 2978 0 AC -AB 4273 0 X - W W- V 5481 0 0 0 Max JT VERT DEFL: LL: 0.41" DL: 0.27". See detail a u + No, OM821 AB- Z 4273 0 W - U 4320 0 DEFLCAMB1014 for camber recommendations. AA- Z 0 0 U - T 2979 0 Z-Y 5417 0 T-S 1153 0 Additional Notes°. + 2x6 continuous strongback. See detail WA Maximum Web Forces Per Ply (Ibs) STRBRIBR1014 for bracing and bridging a �r Webs Tens.Comp. Webs Tens. Comp. recommendations. * AF-AG 0 3 I - X 261 332 Webs are square cut except dbl diagonals or as ° "*� otherwise shown. A -AE 0 -42 16 X - J 655 252 9 0 Truss must be installed as shown with top chord up. BAD 1289 0 W W 660 AD- C 0 -1249 L- U 0 - 879 SERIA(" #; C -AC 956 0 N - U 21 - 35 40 01 5A 38 FF 55 81 BO BB 7F 49 00992E95FB D -AC 0 - 82 AC-F 0 -805 U - O O-T 943 0 0 -1251 at�frltomBsystx¢c�sml¢ .x ncd"malwaladbyvuoe mantnea F-Z 659 0 T-P 1290 0 PEIM.tic.e47s821onthe 4rk�twwna ngast�x Z-G 0 -904 P-S 0 -1604 as:tlsootiwtlsas¢axtr. G-Y 735 -156 Q-S 0 -42 ftatodctPW%Qftns titrxr»:aatM not UnAdand *n&daad Mhd Y-H 172 -405 R-AH 0 -3 asa! ttae. .�t-i autBc¢ntYSSdcascc ja nrsE ba vrdfL-d amaogd¢ctrank sop1as. "*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 an r7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherw!se,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 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. hefer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildinp�L Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this d9awing or cover page_ listing this drawingg 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 ANSIfrPI 1 Sec.2. For more information see this lotYs general notes page and these web sites: ALPINE: www.al ineftw.com; TPI: www. inst.o ; SBCk www.sbdndu .com; IM. www.iccsafe.org Job Number: 136DCS074 Ply: 1 SEQN: 688656 / T50 / SY42 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty. 1 FROM: DJH DRW. Truss Label: FT10 Wgt: 114.8 Ibs Page 1 of 2 .. / ... 08/04/17 �— 1-4" —{ (TYP) 2X4(R) .. A B C D E F G Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: 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 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 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes 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. W=3X4 H I J K L M N O P W=3X4 21'7" 21'7" 2X4(R) Q R Snow Criteria (Pg,Pf in PSF) Defi/CSl Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# LOG R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 R 999 360 T" 109 / - / - / - /- 1259 Lu: NA Cs: NA VERT(TL): 0.001 R 999 240 AK Min Brg Width Req = - Snow Duration: NA HORZ(LL): -0.000 R - - Bearing AK is a rigid surface. HORZ(TL): -0.000 R - - Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.078 Chords Tens.Comp. Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.018 A - B 0 -1 J - K 0 -1 Rep Factors Used: Yes Max Web CSI: 0.033 B - C 0 -1 K - L 0 -1 FT/RT:20(0)/l0(0) Mfg Specified Camber: C - D 0 -1 L - M 0 -1 Plate Type(s): D- E 0 -1 M- N 0 -1 WAVE VIEW Ver: 16.02.01 D.0314.13 E-F 0 -1 N-O 0 -1 F-G 0 -1 O-P 0 -1 G-H 0 -1 P-Q 0 -1 H-1 0 -1 Q-R 0 -1 1-J 0 -1 �.No 047M �o ,0 STATE OF Em 40 01 SA38 FF 55 81 80 BB 7F48 00 99 2ESS FB Wu 31nmh8sb¢cn wA sealed by mavuml MaMmez, n(n. uPc 0 ngzj an thedait spawn ebaa�irst¢�.a SH$ri as-dtertkat3en wda.. rbt copiw a ldL dtr mama at-midw dsignn snd mind zna B<c*erifbdcaawidectrank craas.. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AK-AJ 1 0 AB -AA 1 0 AJ-AI 1 0 AA-Z 1 0 AI-AH 1 0 Z- Y 1 0 AH-AG 1 0 Y- X 1 0 AG-AF 1 0 X- W 1 0 AF-AE 1 0 W- V 1 0 AE-AD 1 0 V- U 1 0 AD -AC 1 - 0 U- T 1 0 AC -AB 1 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AL -AM 0 -5 R-T 0 -54 A -AK 0 -54 S-AN 0 -5 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. B -AJ 0 -142 K -AA 0 -133 C-AI 0 -132 L-Z 0 -133 D-AH 0 -134 M-Y 0 -133 E-AG 0 -133 N-X 0 -133 F-AF 0 -133 O-W 0 -134 G-AE 0 -133 P-V 0 -132 H -AD 0 -133 Q- U 0 -142 "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, bV TPI ancl'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each faceof truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildipAcL_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 1russes.A seal on this drawing or cover page listing this drawing,indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes page and these web sties: ALPINE: www.alpinedw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; [CC: www.iccsafe.org _ _ Job Number: 136DCS074 Ply: 1 1 SEQN: 688656 / T50 / SY42 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969"'C" OL OW Qty: 1 I FROM: DJH DRW: Truss Label: FT10 1 Wat: 114.8 Ibs I Paae 2 of 2 1 ... / ... 08/04/17 J -AC 0 -133 11 SEPJAL, 40 015A 38 FF 513 81 B0 BB 7F48 00 99 2E 85 FBi Thu horn han been ala +tarza jsignad axe 2aalad 4 i ^i Martinez, �£t$L, ti�.exrz&3j ssa4iea d�?csTicr�s'atxaaa t�nga 5#h•2 en�atsa�e. plibled ccPhtsafth sdocrxcert nntcxsssi2cavd nazi axad rmmalad 206Z IwdICAtea Ccda neat t'awr*M ra« zags c9axtM ,sk catcim —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI ancl'SBCA) r saty practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly oid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, e. AppTy plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS074 Ply: 1 SEQN: 6223301 T40 / SY42 I 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 3 FROM: DJH DRW. Truss Label: FT11 Wgt: 95.2 Ibs .. / ... 08/04/17 174 4-I f I 174 1I 2-6" 2'6"12 2,6"12 2,6"12 2'6"12 L� 1112X4 =4X4 =3X4 =3X4 1112X4 A B C D E F G H 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 I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBRID14 for bracing and bridging recommendations. Webs are square out except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up =_2X4(R) y8 2X4(R) 78— =:3X4 IIIZA4 =3X4 =JX4 IIIZA4 =4X4 15r7"8 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): 0.153 N 999 360 R 860 1- / - / - 1- / 4.0 Lu: NA Cs: NA VERT(TL): 0.239 N 759 240 J 847 / - / - / - / - / 7.5 Snow Duration: NA HORZ(LL): 0.028 J - - R Min Brg Width Req = 1.3 HORZ(TL): 0.044 J - - J Min Brg Width Req = 1.6 Code / Misc Criteria Creep Factor: 1.5 Bearings R & J are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.320 Bearing J requires a seat plate. TPI Std: 2007 Max BC CSI: 0,494 Rep Factors Used: Yes Max Web CSI: 0.399 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(6) Mfg Specified Camber: Chords Tens.Comp, Chords Tens. Comp. Plate Type(s): A- B 3 0 E- F 0 -2288 WAVE VIEW Ver: 16.01.01B.0614.20 B-C 0-1377 F-G 0 -1377 C-D 0 -2258 G-H 1 0 D - E 0 - 2570 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ R-Q 774 0 N-M 2561 0 I Q- P 1952 0 M- L 1975 0 P- O 2553 0 L- K 1975 0 O- N 2553 0 K- J 778 0 " R Ir Maximum Web Forces Per Ply (Ibs) WN wo Webs Tens.Comp. Webs Tens. Comp. No 047M. A-R 0 -58 E-M 0 -379 R-B 0 -1108 M-F 426 0 low B-Q 838 0 F-L 16 -1 ' Q-C 0 -801 F-K 0 -813 .. STATE OF C-P P-D 426 0 0 -401 K-G G-J 833 0 0 -1111 �aW— * D-O D-N 21 0 44 0 H-J 1-5 0 0 -38 -2 N - E 53 0 40 015A38 FFSB 8150 813 7F48 00 99 2E85 FB chit Item 1i teamelecda�pz%ned'.r¢d:calad6y 9kaavm9 Marttnc3, 'e E, €FL. tic.�33".E93tan Ifi �Me af�xwn�atmsn hanga5&i�:l �sthentitaurde, �aatad aeg�tazsaorcf^s tirr-vx•Lcsstara� r�Mcaxnitimed � and sca�tE and the. LS aact ant rtern mdammttmxer3fW carawdectrank 'VIM `*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) f0 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 attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B1D, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings i60A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrt 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 ANSI/TP11 Sec.2. For more information see this iob's general notes pane and these web sites: ALPINE: www.alDineitw.com: TPI: www.binst.om: SBCA: www.sbeindusW.com: IM www.iccsafe.ora 1. Job Number:: 136DCS074 Ply: SEQN: 4ED8 Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW I Qt 11 Ibs I FROM: DJH 58 / T36 / SY42 I DRW; OS/04/17 I Truss Label: FT12 Wgt v Loading Criteria (pso 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 " (T'P) Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA It TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square out except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 15'7"8 157"8 _I Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 M 999 360 O* 108 / - / - / - Lu: NA Cs: NA VERT(TL): 0.000 M 999 240 AA Min Brg Width Req = - Snow Duration: NA HORZ(LL): 0.000 M - - Bearing AA is a rigid surface. HORZ(TL): 0.000 M - - /- /187 Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.074 Chords Tens.Comp. Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.018 A- B 0 0 G- H 0 0 Rep Factors Used: Yes Max Web CSI: 0.031 B - C 0 0 H - I 0 0 FT/RT:20(0)/l0(0) Mfg Specified Camber: C- D 0 0 1-1 0 0 Plate Type(s): D- E 0 0 J- K 0 0 WAVE VIEW Ver: 16.02.01 D.0314.13 E- F 0 0 K- L 0 0 F-G 0 0 L-M 0 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AA-Z 0 0 U-T 0 0 Z-Y 0 0 T-S 0 0 Y-X 0 0 S-R 0 0 X-W 0 0 R-Q 0 0 W-V 0 0 Q-P 0 0 V-U 0 a P-O 0 0 Maximum Web Forces Per Ply (Ibs) 047182, Webs Tens.Comp. Webs Tens. Comp. _ AB -AA 0 -8 M-O 0 -38 A -AA 0 -38 O-N 0 -8 • - Xe Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. B-Z C-Y 0 -123 0 -136 H-T 1-S 0 -133 0 -133 D-X 0 -133 J-R 0 -133 E-W 0 -133 K-Q 0 -136 GERM F-V G - U 0 -133 0 -133 L-P 0 -123 40 01 SA 38 FF5881 BO BB 7F 48 00 99 2E 95 FB rhls 3tert1wbca ink 0ped. 9ssafedby Manv,_A Marttnw, '?`E fe., tit 0471inI ont'tsa daac awwa aban Wag a sN3a>l azxdieti�aR%fs ctata- ztatedxapfasrrttf€xd� ermtcraa"i�ro'nddamdzeaiad mad dwsifsc:atovedvd W wycicctrmnk rMovs: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vqire extreme care in fabricating, handling shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building t Safety Information, bV TPI anr7'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 bracingg installed per BCSI sections B3, B7 or 610, e. AppTy ptales to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of fis drawin any failure to build the on this drawing or cover page re design shown. The suitability Job Number: 136DCS074 Ply: 1 1 SEQN: 622265 / T51 / SY42 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: DJH DRW: Truss Label: FG1 I Wgt: 39.2 Ibs I / ... 08/04/17 T 1 Loading Criteria (ps0 TOLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 91 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac. 1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 pif at 3.38 BC- From 10 plf at 0.00 to 10 plf at 3.38 TC- 413 Ib Conc. Load at 1.65 Hangers / Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Bearing at location x=0' y=8'8" uses the following support conditions: Bearing E (0', 8'8") HUS46 Supporting Member: (2)2x6 SP #1 (4) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported member. Bearing D (3'1"8, 8'8") HUS46 Supporting Member: (2)2x6 SP M-26 (4) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported member. 6" 1 t2"4 6" `___, 1 r2"4 =3X6 =3X4 =3X6 A B C 34"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.007 B 999 360 Lu: NA Cs: NA VERT(TL): 0.011 B 999 240 Snow Duration: NA HORZ(LL): 0.001 D - - HORZ(fL): 0.002 D - - Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.123 TPI Std: 2007 Max BC CSI: 0.122 Rep Factors Used: Yes Max Web CSI: 0.098 FT/RT:12(0)/10(0) Mfg Specified Camber; Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.20 Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up 40 015A38 FF 50 8180 BB 7F48 00 99 2E 85 FB Mitornhe boom alerwAhz.tixped'm2=Ind by Mr—,l Martini, n (M ttc.9431112.1 rm the d,%V Omvimabarj tying asxw3 acdGantimtkarxdm atad cwiaxrstthis dU:taarrta cyst umilri xed �nadard=led aid tka �.� a�fid'ienr`raEa�.wstn9a rttxstba vedfkdea amr �actmr.�: rx�tat� ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 398 /- /- /- /- /- D 386 /- I- l- l- I- E Min Brg Width Req = - D Min Brg Width Req = - Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 0 -14 B-C 0 -11 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. E - D 328 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-E 0 -28 B-D 0 -414 E-A 0 -94 C-D 0 -79 E-B 0 -411 D-C 0 -28 "`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building i Safety Information, bV TPI anr7'SBCA) t0F 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 bracing installed per BCSI sections B3, B7 or 810, ) Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of iri i,orrorr acceptance any structure failure to build the g or cover page_ rn. The suitability Job Number: 136DCS074 I Ply: 2 I SEON: 6903111 / T39 / MONO l 4EDB-Arden 1969 "C" OL OW /DR Horton /4ED8-Arden 1969 "C" OL OW Oty: 1 FROM: JAH DRW: I Truss Label: FTG1 Wqt: 98.0 Ibs / .. 08/04/17 214112 I 4'11"3 I 7'6119 I 9'6"14 I 12'2"8 JZ71"8 f� 214112 27'12 i' 27116 212"6 T 2151110 1 5" =4X10 =4X6 1112X4 =4X10 A 1112X4 B C D E -4X10 F G M 2'9112 2'3" 14 1 28"14 2'5"10 1 24"2 219112 5'0" 15 17'9"13 10'3"6 112'7"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 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: 10.00 Speed: 90 mph Pf: NA Ce: NA VERT(LL): 0.166 J 912 240 L 3027 1256 / - ! - ! - 160 BCLL: 0.00 Enclosure: Open Lu: NA Cs: NA VERT(TL): 0.259 J 584 180 M 2881 / 244 / _ / _ ! _ / 7.5 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.026 A - - Wind reactions based on MWFRS Des Ld: 55.00 EXP: B HORZ(TL): 0.040 A - - L Min Brg Width Req = 1.5 Code I Misc Criteria Creepr. 1. NCBCLL: 0.00 Mean Height: 15.00 ft Facto TCDL: 0.0 psf 5 M Min Brg Width Req = 1.5 Bearings L & M are a rigid surface. BCDL:.0.0 Soffit: 0.00 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.485 9 9 P TPI Std: 2007 Max BC CSI: 0.548 Bearing M requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.850 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg. Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.00 Plate Type(s): Wind Duration:1.00 WAVE VIEW Ver: 17.01.01A.0723.13 A-B 2 -25 D-E 427 -5051 Lumber Additional Notes B - C 299 -3544 E - F 268 -3171 Value Set: 13B (Effective 6/1/2013) Truss must be installed as shown with top chord up. C - D 428 -5066 Top chord 2x6 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP M-26 Webs 2x4 SP #3 :W9 2x4 SP #1: Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values L - K 3172 -268 1- H 3396 -287 approved 113012013 by ALSC K - J 4970 -420 H - G 21 -2 Nailnote J - 1 5066 -428 Nail Schedule:0.128"x3", min. nails *4*0 Maximum Web Forces Per Ply (Ibs) Top Chord: 1 Row @12.00" o.c.+ ��� a �d Webs Tens.Comp. Webs Tens. Comp. Bot Chord: 2 Rows @ 6.00" o.c. (Each Row) �� Webs : 1 Row @ 4" o.c. °� e � ' A - L 10 -119 D - I 8 - 90 Use equal spacing between rows and stagger nails +to. 041169 L - B 282 - 3339 I - E 18D4 -151 in each row to avoids splitting. s ' P g a' B-K 1177 -99 E-H 61 -710 Special Loads K - C 130 -1541 H - F 3343 - 282 C-J 600 -49 F-G 103 -1216 —(Lumber Dur.Fac =1.00/ Plate Dur.FaG =1.00) TC- From 50 If at 0.00 to 50 If at 12.62 a e' BC- From 5 plf at 0.00 to 5 plf at 12.62 BC- 805 lb Conc. Load at 1.23, 3.23, 5.23, 7.23 �" 9.23,11.23 - - a,, BC- 386 lb Conc. Load at 4.98 �44 Purlins The TC of this truss shall be braced with attached GERALA, spans at 24" oc in lieu of structural sheathing. 4001 SA38 FF 5B 81 BO 813 7F48 00 99 2E 35 FB Wind TbUltema ua bten k sgmed"asA3n_aindby manM Macaws, (r, Lk. tl&71W1 cn [aim data ACWn ab i nga SH —1 •"" Gust Wind Speed lower than required for FL. enrxazsco to Wind loads and reactions based on MWFRS. ?iowdctPhK0fd.hda_ �notcrosa#> dsk"dmdmind aaad Cf�5<fR.�ar�thentAaS�neeelaenuttnaerN'�ten arq r�eatror3: xs�lns: '*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqyuire extreme care in fabricatingg handlin shippping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anc� SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryry bracing per BCSL, Unless noted olherwise,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 bracingg installed per BCSI sections 63, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. (2efer to 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 PI 1, or for handling shipping, installation and bracing of lrusses.A seal on this drawing or cover pa e _ listing this drawing,indicates acceptance of pprofessionR 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 ANSIITPI 1 Sec.2. Job Number: 136DCS074 Ply: 2 SEQN: 622337 / T44 ! FLAT 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW City: 1 FROM: DJH DRW: Truss Label: FTG2 Wgt 140.0 Ibs .. / ... 08/04/17 3W'5 613"6 9'1 "6 12'4"15 157"8 r 3'4"5 }+ 2'11"1 } 2'10"1 } 3'3"9 3'2"9 1114X6(R) =4X4 1112X4 =3X6 1112X4 1115X8(R) A B C D E F 8 T1 W10 1 L 9 K J I H G 1112X4 1114X6(R) =4X10 1112X4 =6X6 M 1112X4 3'013 379 3'0"13 313119 2'11"13 3'0"13 6'3"6 94"2 127"11 15'78 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in [cc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.157 D 999 240 L 1054 /- /- /- /- 14.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.246 D 763 180 M 1063 / - / - / - / - / 7.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.019 A - - L Min Big Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.030 A - - M Min Big Width Req = 1.5 Mean Height: NA ft NCBCLL: 10.00 9 Code ! Misc Criteria Creep Factor. 1.5 Bearings L & M are a rigid surface. TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.470 Bearing M requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.664 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.880 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): A - B 0 -1382 D - E 0 -1905 Wind Duration: NA WAVE VIEW Ver:16.01.01B.061420 B-C 0-2347 E-F 0 -1818 Lumber C - D 0 -2347 Value Set: 13B (Effective 6/1/2013) Maximum Bat Chord Forces Per Ply (Ibs) Top chord 2x6 SP #1 Bat chord 2x6 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 :W1, W7, W8, W10 2x6 SP #1: L - K 52 0 I - H 1905 0 Lumber value set "1313" uses design values K - J 1514 0 H - G 44 0 approved 1/30/2013 by ALSC J -1 1956 0 Nailnote14 Nail Schedule:0.128"x3", min. nails � Maximum Web Forces Per Ply (Ibs) Top Chord: 1 Row @12.00" o.c.��a we� Webs Tens.Comp. Webs Tens. Comp. @a Bat Chord: 1 Row 12.00" o.c. � � x� � A- L 0 -483 J- D 506 0 Webs : 1 Row @ 4" o.c. A K 1384 0 D I 0 - - -219 Use equal spacing between rows and stagger nails 47 K - B 0 -416 E - H 0 -345 in each row to avoid splitting. B - J 870 0 H - F 1849 0 Special Loads C-J 0 -291 F-G 0 -557 —(Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00) ft " TC-From 100 If at 0.00 to 100 lfat 15.62 plf plf t ��' BC -From 10 at 0.00 to 10 at 15.62 TC- 398 lb Conc. Load at 7.98 *- 10, w� Purlins � The TC of this truss shall be braced with attached spans at 24" cc in lieu of structural sheathing. ON ) Additional Notes 40 015A38 FF 5B 8iBfD BB 7F48 00 992E 85 FB Truss must be installed as shown with top chord up. INXltrm6rasianpt a{ezi Im enedwdwaladbymar"a mer, . M. M. rsainj m tha daft shawaabm w.Wga SHWI xu andcat3anwdo. Ffaud'opics aftfis doarw==notct W&mdrpwda dsrand and the WWIzKAC.6Mti*A cede rout U oxdfabd-W my dectmnit Mylas.. **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) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propfierly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t 10, as applicable. Apply paces to each face of truss and position as shown above and on the Join Details, unless noted otherwise. �2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSI PI 1, for handling installation bracing conformance with or shipping, and of trusses.A seal on this drawing or cover pa e 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/TP11 Sec.2. For more information see this iob's general notes page and these web sites: ALPINE: www.al ineftw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com• [CC: www.iccsafe.or Gable Stud Reinforcement Detail ASCE 7-101 160 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 = SAO Orr 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Orr 120 moh Wind Sneed, 15' Mean Helaht, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) Ix4 'L' Brace w (1) 2x4 'L' Brace +e (2) 2x4 IL' Brace ww (1) 2x6 'L' Brace w <2) 2x6 'L' Brace IN Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' U S P r #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14, 0' Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' p H P Standard 3' 8' 4' It' S' 3' 6' 7' 7' V e' 11' 9' 6' 1 10' 4' 11' 1' 1 14' 0' 14' 0' #1 4' 0' 1 6' 8' 6' 11' 1 7' 10' 8' 2' 1 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' -� ; S P #2 3' 10, 6' 7' 6' 10' 7' V e' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14- #3 3' 9' 5' 3' 5' 7' 6' I1' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' d N JJ F Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, It, 11' 8' 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' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 4-' _ S P F #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' i U H F Stud 4' 2' 7' 1' 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' V B' B' 10' 5' 10' 10, 12, 8' 13' 7' 14' 0' 14' 0' Q S P #1 4' 7' 7' 7' 7' 111 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 14' 0' 0 14' ' 14' 0' #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' klo #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, it, 10, 12' 7' 1 14' 0' 14' 0' Z d S P rr #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' . 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 7' 8' 2' 8' S' 9' 8' 10' 0' Ill 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' u X U O IJ F f 1 Stud 4' 7' B' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, o' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' Il' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' S P #1. 5' 1' 8' 5' e' 8' 9' 11' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' 8' 10' i' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14, 0' Sul t D r L Stud 4' 9' 7' 4' 7' 10, 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14. 0' 14' 0' 1 14' 0' Standard 1 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 1 12' 0' 13' 7' 14' 0' 14' 0' 1 14' 0' able Truss t Diagonal brace option, vertical length may be doubled when diagonal 18' brace Is used. Connect L diagonal brace for 60011 'L'at each end. Max web Br cetotal length Is 14'. j)Kj 2x6 DF-L #2 or diagonal Tbetter Vertical length shown bracei single ,In table above. or double cut L 45• (as shown) at upper end. ontinuous Bear Connect diagonal at ' mldpolnt of vertical web, Refer to chart above for 11 -VARNDG- READ RED FaLLOV ALL NUMS-ON THIS DRAVJNQ J� ..DPMTANT.. FURNISH THIS DRAVING TD ALL CONTRACTORS RMUDDIG TIE DWALLERS. Trusses re quire extreme care h f.tvkattng, handOng,shlpphg, b,stalOnyy and RePertto and follow the latest edition of BCSI (Building Component Safety Information, by TPI end S f-SAFety _ Qi prnctkcs prior to performing these functions. 1-t.11- shdl provide tenporory bl.= Per BCSL md Unless noted otherrise, top chord shall hove property attached structural sheathing and 6ott6n ch. shall have . properly ottoched rigid ceiling. Locations shown Far permanent lateral restrolnt -of webs , - F1 d I I IL�J1� shall have brocing Installed per BCSI sections 43, B7 er B10, as tWIcoble. Apply plates to each force f truss and position as shown above and on she JOIM Details, unlesc noted otherwise. M Rrfer to drawWs 160A-Z for starMord plots positions. AN ITWCOMPANY Alphe.. 9vislon of ITV Bultdin0 Conpanents Imo shall not be responsible for arty deviation fran this drawing, f.lt.- to build the truss In an with ANSI/TPI 1, or for 1wrxithg, shpphg, A9,r any hstati.tion 6 bradng of trusses. A smI. on this drawing or cover page Ustbig this dmeshg, Indicates acceptance of profewtornal o� erngtrreer4ng re solely for the design shown The srdtabslty antl use of this drawing for .ny struc the responsfbeity of the aAdkV DorJgner per ANS1/TPI I Stop - 133BS Lakefront Drive Earth City, MO 63045 For no- Information see this Job's gene,.( notes page and these web -hero ALPINE,-1pinalt-ru TPI, www.tpinstorgi SBCtP wwwsbdndustry.orgi IM wwwJccsafearg Bracing Group Species and Grades, Group At S ruce-Plne-Fir Hem -Fir #1 / #2 IStandoLr,7d 1 02 1 Stud #3 1 Stud 1 1 #3 Standard Douglas nr-Larch Southern Pinex.w #3 #3 Stud Stud Standard I Standard Group Bt Hen -Fir #I & Btr #I Dou las FV-Larch Southern Pineww. #1 #1 #2 1 #2 Ix4 Braces shall be SRB (Stress -Rated Board), :w:or Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notest Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plF over continuous bearing (5 psf TC Dead Load). Gable end supports toad from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'V braces with 10d (0.128'x3,0' min) malts. )K For (1) 'L' bracer space malls at 2' o,c. In 18' end zones and 4' ac. between zones, 3K)Wor (2), 'L' braces, space malls at 3' o.c. In IS' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length, Gable Vertical Plate Sizes Vertical 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 Len th No ice Less than 4' 0' 2%3 417AT'�`�9 OF �®� a' MAX. TOT. LD. 60 PSF SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Portially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 moh Wind Speed, 30' Mean Heiaht, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace M (2) 2x4 'L' Brace v <0 2x6 'L' Brace M (2) 2x6 'L' Brace ■ 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' P. 11' 7' 12, 0' 13' 9' 14' 0' US P F #3 3' 6' 5' S' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' ill 3' 11' 11' 13' 7' 0' 14' ' U u F Stud 3' 6' 5' 4' 5' 8' 7' 2- 7' 7' 8' 8' 9' 1' 11' 2' 11' it, 13' 7' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' Ii' 9' 8' 10' 4' 13, 1' 14' 0' Q1 #1 3' 10' 1 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13, It, 14' 0' —� SIP #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' 93 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10' 10, 13' 8' 14' 0' iu f D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' V 7' 5' 8' 6' V 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' B' 9' 10, I' 10, 6' 13, 3' 13' 9' 14' 0' 14' 0' - S P F #3 4' 0' 6' 7' 7' 5' 8' 4' e' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' L U H F Stud 4' 0' 6' 7' 0 7' ' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' 0 l l Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' Ill 10, 12' 8' 14' 0' 14' 0' Q) #1 4' 5' 7' 3' 7' 6' 8' 7' e' ill 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10111 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' Ql ID F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' S' 10' 0' 10' 5' 12, 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' B. 10111 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d LD U S P F #3 4' 5' 1 7' 7' e' I' 9' 2' 9' 6' to, Ill ill 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' B' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14. 0' 14' 0' 14' 0' 14' 0' O H F Standard 4' S' 6' 6' 6' 11' 8' 6' 9' 3' 10, 11' li' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 8' 0' e' 3' 9' 5' 9' 9' 1l' 2' it, 8' 14' 0' 0 14' ' 0 14' ' 14' 0' S #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' II' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Ill 0' Ill 6' 14' 0' 14' 0' 14' 0' 14' 0' T� 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' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' 11' 5' 12, e' 13' aymm About) able Truss Diagonal brace option, vertical length may be doubled when diagonal brace Is used. Connectdiagonal brace for 690# 'at each end. Max web Brtotal lrj'— length Is 14'. 2x6 DF-L #2 orbetter �hxrt diagonal Vertical length shown f brace) single In table above. or double cut 45' (as shown) at upper end.0 LP ntlnuaus Benring Connect diagona at midpoint of vertical web.K Refer to chart ' above for max gdlRil1el11)Ir(Nay leng —VARNDRO.. READ AND F01oW ALL NOTES [INTMS DRAWING ..OIPORTANTew FURNISH THIS DRAWING TO M.L. CONTRACTORS INCLUBM THE INSTALLERS. Tr..... I.qulre t—me core h f.brkating, handlino, shipping, installing and bracing. Refer to and Folla. the let." edition of SCSI MAding Component Safety Information, by TPI and SBCA) for safety (}` (;EN& �Y `°� �a practices prior to perf"Ing these functions. Installers shall provide temporary bracing per BCSL Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord `� NO y I� shall have a properly attached rigid caiMg. Locatloms shown for permanent lateral restrolnt of ebs shall have !racing installed per SCSI sections 83, 87 .r 810, s applicable. Apply plates to each face 2 / Q II IS—J1� 1 111�-� of irucc and p sMon a shown above and on the Joint Detals, unless noted otherwise. Refer to dra.Z.' II.A-.7 for Standard ptate positions. i R -r AN fitMCOMPA Alpine, . division of ITV SuAdIng CanDoments Group Inc shell not be responsible for any deviation fro. this drvWig, any failure to build the truss In conformance .Rh ANSI/TPI 1, or for handlbrg, shipping, installation L bracing trusses. n OF A, 1 E F .Q Q of A seat on this d-awlno — cover page hating this drawing, hdkates acceptance of professional engineering responshNty solely for the design sham The suitability and use, of this ,hawing r� ia` urY struatrr'r D d,e responsibW Y of the Buldne Deslgre per ANSVTPI 1 SecZ Earth -1y.M Lakefront Orive Earth Cly,M063046 Fa' more Information see this Job's general notes page and three web slteo ALPWEn wr.alpinvitw.co-) TPD ww..tpinst.argl SBCN wrr.rixlntlustryarg7 ICP wwrJccsofvarg ¢fp rM''�RVV i4Rs t 11 Bracing Group Species and Grades, 11 Group Ai S ruse -Pine -Fir Hem-FV #1 / #2 Standard #2 1 Stud #3 Stud 1 1 #3 Istando.rd Dou las Fir -Larch #3 Southern Pine.x. #3 Stud Stud Standard Stnndnrd Group B, Hem -Fir #1 & Btr #1 Dou las Fir -Larch #1 Southern PIneMMM #1 #2 #2 E4 Braces shall be SRB (Stress -Rated Board). I1.MFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Board Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with V 0' overhang, or 12' plywood overhang, Attach 'L' braces with 10d (0,128'z3.0' min) nails. BE For I 'L' brace- space naps at 2' mc, In 18, end zones and 4' o.c. between zones. 31(i1'F'or (2) 'L' bracesr space nalls at 3' o.c. in 18' end zones and 6' o.c. between zones, 'L' bracing must be a minimum of 80Y of web member length. Gable Vertical Plate Sizes Vertical Len tin No Splice Less than 4' 0' 2X4 Greater than 4' 0', but 4X4 Less than t2' 0' • Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer, for conditions not addressed by this detail, AX. TOT. LD. 60 PSF SPACING 24,0' EF ASCE7-10-GAB16030 ATE 10/01/14 RWG A16030ENC101014 'T' Reinforcing Member Gable Truss Gabe Detail For Let -In Verticals Gable Truss Plate Sizes )proprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of upped plates to span the web. 2X4 2X4 *2X8 rrovlae connections tor upurc speciriea on cne engineerea truss aesign, Attach each 'T' reinforcing member with End Driven Nails- 10d Common (0,148'x 3',min) Nails at 4' o.c, plus (4) naps In the top and bottom chords. Toenalled Nils, Lod Common <0,148'x3',min) Toenalls at 4' o.c. plus (0 toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC103014, A14015ENC101014 A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-na0 - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. deb Length Increase w/ 'T' Brace Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP N3 '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 1.30 x 8' 7' = 11' 2' 'T' Relnf, Mbr, Size 'T' Increase 2x4 30 2x6 20 —VARNING" READ AND FOU.OV ALL NaTU Ia TwS InAVBaa -DPWANTo FMaSH THIS DRAVIIG TO ALL CMaRACTDRS DMUM MG TIE INSTALLER& ��`n�{� �a °''fj� REF LET -IN VERT DATE 10/01/14 Tru.se. require extreme care In fabricating, handling, shlpptng, InstalUnp anal br¢ci Refer to and F¢LLow tM intact edition of IiLSI ®u4rAng Component Safety Inforwtkn, by TPl oro! SBCA) For SafeTy `i �t'. , DRWG GBLLETIN1014 ncticws prior to perforrdng these functbns Install— shall provide teriporary bradno per BGtL tess ,rated otherwse, top Uord slwll have properly attached strucwal sheathtrng end button chord `��� �GEN \a �� shall love a property attached rIpW Ceilna Locations shorn for pernanwnt lateral rostroht of etc hnee BCSI 87 to each face — � - a .haa brndng bn as Shown pen. Jar DIto,et s, s no d at�pntes .actions tI of truss and ppoosltl6 as fro above and M the Joint Detats, ass noted o erwl.e. Refer to drowtr,gs 160A-Z For standard plate posltbna — AN ITWCaMPANY Alp4ie, a dvlsbn oP ITV 8u0.,gnp Components eroiy Irr, shall rot be responsmle Par any devlatbn from this drownp ¢rry fniure t¢ ba d the twss N con omanee .Hn ANsvrrt I, nr for nandtep .hppNg - $T 7E OF - M1�IX, TOT. LD, 60 PSF 4fstnllntbn L brochg of trusces A seal on this drnw6p ar cover pn Ilstinp this drawFng, Mdlentes mcept¢nae oP proPesslonol re !y solely far t wdpn shn.n Tme sdtoWity end vse ¢f ws eYvweg � '� ? 'cC ty@ UR. FAC. ANY 13388taketront Dava fanh City, MD 63045 for on�Mre b tha resporWoNM:y of tha DuMmng Dasl�Cr per ANS[/1PI 1 Ser2. For more Infarnatlon see tWs job's General notes page w J these web sites, ALPWU www.atoheltw.coni TPI1 wntoinstoroi SBCM wwxbCeiductrv4ro1 ICC,.wwlecsafe.orA o Q R� \ MAX, SPACING 24.0' Valley Detail - ASCE 7-10i 160 mph, 30' Mean Height, Enc(osed, 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, )Ex Attach each valley to every supporting truss with, (2) 16d box (0.135' x 3,5') nails toe -nailed for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates. Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, sane 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 roust be braced with, properly attached, rated sheathing applied prior to valley truss installation, Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design, xxx Note that the 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'. 4X4 12 3X4 12 Valle Spacing 2X4 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip -8-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail Valley ValleyI 4 Toe -nailed I I I I I U I I I Ffr.rl.m,1-I TL Lid 20-0-0 (++) -i Supporting trusses at 24' o.c, maximum spacing. M ����TTT �� I L11� �--� IV AN RODMPANY /3389 Latalronl Drive Earth city, MO=5 -WORTAHM FU THIS WAVM MALL CaNTRACTALL NMICRs DCLUU �c TIE INSTALLERS, MAVM`�4' Trusses regdre e.treea — In fobrkotbp, handilno, sh�pphe. Instalft and bmdng. Refer to and f1 the late,* edition of BCSI CH111, Con,,, Wet, 1"1-1, by TPI and SHW for saFety pr ctkes prbr to perforHng these Punctlons. Inatollers hall pi ovtle terporory hroWro per BCSL W as noted oth...U., top Vo d shall have properly .ttod-d strut*—,, heathh.g n bottan ah.,d shop rove prop,rly attache. Hid tellingg.. Locot,ons shen for perna,ont loterol rostmM of eb, shall have lradng Installed per 8�I aectbr,e B3, 97 or H10, as ohle. Apply pintac to toll face of truss nrd wg. 1 n as shorn d pt on the Jo4lt B.taNs, uiipse natod otherelm. RePor to droebps I60A-Z for tondard plate posltlanc AWb,e, a 1vklon of ITV BWtdd�Ir.oa canparront, craw I„p. ,nau mat b. rospawble far ony de,rwtwn Pram this draeb,g any faRurt to bu0d the truss In conformance eleh ANSI/TPI I, or for hnndurq, shlpphg, Inato4ntbn 6 6radng of trusses. A teal on lfds droe6.g or cover page Ustt+g thk droebp, kvlcatec occeptance oP professlorml an9h•er,r�p rewan,owty cdely For the de,/jt sawn. the ,rasmutr ama use of thk droeb.g Par arty sire k tha rocponcfbAltY of the BWrbp Decker per M6VTp1 f Sec2 For none Info-otlen see thk Job's general notes pace and these eeb spec ALPINE, , LpLieltetanl TPI. eeetpb.storg, SBCA. eeeebcbui stryorgl !M eeek—Finarg Ivl�''.; r ��:.,lf�+�� / \� ¢ /r� F ''....fir - p �, W� _ _ 11TF. OF �\ .� l:) (3 r t Q�✓ ��( f; 1 r v' ''i, `(��rt lL'� �` �i,. l ,(li;l A! r- .���__ TC LL 30 �'C DL 20 IfC DL 10 B LL 0 TOT, LD, 60 30 15 10 0 40PSF 7 PSF 10 PSF 0 PSF 57PSF REF VALLEY DETAIL DATE 10/Ol/2014 DRWG VAL160101014 55 UR,FAC.1.2511.33 1.15 1.15 SPACING 24,0' TIT Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 16D mph Wind, 30.00 ft Menn Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 nph wind, 30.00 ft Mean Hot, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5P0 psf (min), Kzt=1.0, Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purtins. The building Engineer of Record -shall provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing is 24' o.c. detall Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Enolneer's seated truss desion drawing for oioavback and base truss soeclflcatlons. Detail A 1 Purlin Spacing = 24' o,c, or less 12 Up to 12 17 11 4' iron spacing = 24' o,c, max L-Top Chord Scab (Typical Each End) Flat top chord purllns required at both ends and at 24' Max o.c. spacing In between. Detail B 1 Purlin Spacing > 24' o,c, Piggyback cap truss slant Walled to nil top chord purlln bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box malls <0,128'x3') at 4' o,c. 12 Attach purlln bracing to the flat top chord using a minimum of (2) 16d box nails (0135'x3,5'). Up to 12 V I I Purlin Spacing) (/ 24' a.c. max Top Chord Scab (Typical Each End) Chord Flat top chord purllns required at Depth both ends, purlln spacing Note. If purllns or sheathing are not specified on the flat top of the base truss, purllns must be Installed at 24' o,c. max. and use Detall A. )Jd3diiif1111 ' weWARN fi ew REM) AND FOLLOW ALL NOTES UN THIS DRAVM ♦vt\ \v !ffe,� .w ORTANT FMGSN THIS DRAWING TD ALL CMCIRACTM MMUDD4 TILE INSTALLERS.�1/�7T Trusws regWre eetrehe core In fabricating, handUng, shipping, Installing wW brachia. Refer to and follow the latest edtbn of =11 (Busdeng Cvhponent Safety Information, by TPI and SBG) for safety ` \,\G ENS �e practices prior to performing the" f,a,ctlm. Installers shall provldo tanporwyy bradng per BCSL �Tll Unless noted otherwise, top hord shall hove properly attached structural she&Wng and bottom chordshall have a properly attached rigid celUng. Locatbns shown For permanent lteral restraint of ebs shag{ hnva bradng iota% S per BCSI sections 83, 87 or Bea os appltAbb. Appty oat"rwise. to oath factof 4Yto dra ppoocitlon as Shawnand a nd nn the .)Ohl DetaTa, YMt66 anted otherwise.Refto drawings 16gA-Z far stnndartl platyMe, a rsvislon of ITV BuU,llng Conponentc Group Inc. shall rot be responsible for on dev,atlon from +'(�AN fIWCOMPANY this drawing, any faAure to bWld the truss In canfornonce with ANSLTPI 1, or for handlno, shipping,©� )nstallotbn 6 bracing of trussas. a A seal on this drawbno or cover pope Ustft this drawing, Indicates acceptance of Professional nspo Uty solely far the design sham iM s/tabAlq and use of tFIS d•aee,o df6 W for any Is far rezporaGdUty of tM W,fldrg Des7pner• Ptr MISI/iPI 1 Sec2. 13389Lefront Drive For nore information she this ,Job's generae notes page and these web sites, Earth City, MO 63045 ALIalli , w—loinaltw.com. TPD wnatatnstorm SBCAI ewwsbcindustrvorol ICO wwwkesafecro ''e.,_ VNAl Cta�...t� Piggyback cap truss slant nailed to all top chord purlln bradng with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 #3 grade scab (t side only at each end) attached with 2 rows of I0d box malls (0.128'x3') at 4' o,c. Attach purlln bracing to the flat top chord using (2) 16d box malts (0.135'x3.5'). The top chord R3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trutox plate attached with (8) 0.120'xl.375' nails, (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' nails. Note, Nailing thru holes of wave plate Is acceptable. it In addition, provide connection with one of the following methods, Trutox Use 3X8 Trutox plates for 2x4 chord member, and 3XIO Trutox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'xl.375' malls 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 sheathngg ggussets (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 bock faces. 2x4 Vertical Scabs 2x4 SPF R2, full chord depth scabs (each face). Attach @ 8' o.c. with (6) 10d box nails (0.128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces, 28PB Wave Plpaybnck Plate One 28P3 wave piggyback plate to each face @ 8' o,c. Attach teeth to plgg back at time of If, brication. Attach to supporting truss with (4) 0.120'x1.375' malls per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. SPACING 24.0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 • W 0 Hip frame stops at plumb cut of jacks to maintain pitch continuity. Hip frame lumber is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better, Hip Frame Details See Engineer's sealed design for setback, lumber, plating, loading, and duration factor requ I'R' Hip frame chords may be trimmed up to 2' to fit. purlins must be intact and properly attached. Hip Frame Stepped Hip System Trusses Pitched and Sheathed Chord Area `- Hip Framex B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0.131'x3,5' nails Bottom chord of hip frame to be attached to #1 hip with 0.131'x3,5' nails 2 6' o.c. maximum spacing. —Setback --— Stepped Hip System Trusses Use this detail ASCE 7-10, 180 for: mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated. Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber, Residential, Wind TC DL=4,2 Kzt=1.00 Structur panels must be properly attached directly psf, To hiq.at I #1%'dins, ..VARNI4M-- W-U AND FTe l nv ALL "ores IH TM BRAVING? oglPaiT/WTss FURNISH n1IS MtAWM TU ALL CCKMCTM DMIJBI1iG TW INSTALLERS �- e� GE� "� "'� [(�& REF HIP FRAME DATE 10/01/14 Trusses require ewtrene care in £abr�ting, h"Ing, shipping, InstaLUrQ and bracing Refer to antl Pallor the latest emtlon of BCSI (Bu4dVg Cane —' Safety IMorw" by TPI and " Far safety 1� �\ V� praetkes %lor to pert—Ing -these funetlons. Installers shot( provide tenporwy bradng per BCSI. Unless rated otherwise, top chord shall have attached structural shenthlna and botton chord _ Na *. DRWG HIPFRIS01014 Q ��� properly shall have n properly attached rigid ce4lnp Locations shown for pernanent lateral restraart of webs, J or Bete its un essbno Appty plates to each Fac sections the Shall Mve and of Sruss and ppoosltbn as shorn above and on the Joint Dela4s, unlless naked otherwise. rsi 6mstasetl per above = S 1,0 AiE _ _ =_ Refer to drnrings 160A-Z for stnntlartl plate positions. OF AN ITW COMPANY Atolne, a divislon of ETV Building Components Group Inc shad not be responsible for any vl deatlon fron this etmeino, any fa4ure to bold the truss In confo— with ANSVTPI 1, or For hendUno, sKpphg, Installation L bracing of trusses, A Seal on this drawintgy or cover page Ustf`hg!� this drawing, Indcates acceptance of professional �� Q �, " t x +%yry for an nfl�e tNSLITPI S— �me�'g�f{�d1(1, fl.1 Uf3t#E/eedl IVALl Dov. nore �eformtbn seethisJob's 9eneralcAng notes pet, aid these sites „` Earth City, ALPINE, wevAlpinvitw.ceni TPB w►wtpinstorgi 313M wevsbclndustryargi IM wwwlccrafe.erg 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 Relnforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 I row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4OO 2x8 1 row 2x6 1-2x8 2x13 2 rows 2x6 2-2x6OV 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. - (10 Center scab on wide face of web, Apply (1) scab to each face of web. Member Substitution T-Reinforcement Or T-Reinf. L-Reinforcerlenti or L-Reinf, Apply to either side of web narrow face. Attach with 10d (0.128'0.0',min) nails at 6' o.c. Reinforcing member Is a minimum 807 of web member length. T-Reinf. L-Reinf, Scab Reinf orcement: Apply scab(s) to wide face of web. No more than 0) 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/ MVA READ AND f.LDv ALL NDTU w T� MAC '"" "'� �q� �'�. TC LL PSF REF CLR Subst, ■AINPOITANrn FbR= THIS WAVING M ALL CO1TRACTOrs RAIUDING TIC RLSTALLOM T,"9e9 NQJb'e a% -me core a f.bricating, hondUrg, shipping. butaUing anal brit Refer to and `���`� ve �� �i Tl faun. ih. lakect edition of BCSI (Bundling Componen4 Safety Information, by TPI and BCA) for Safety top these fhahctlonc. Installers shall tamp— bracing per BCSL �� �`S JyI �,Ys,m TC DL PSF DATE 10/Ol/14 DRWG BRCLBSUB1014 pprractkes prior 0 ming provide y UMess rated other.lse, top chord shall Mve properly attached structural sheazwng and bottom chord have Locations for lateral restraint of .ebs ` \' ` c- �` C DL PSF y d �O shall a properly attached rigid celUrp. shown permanent .hall have bra Installed per BES[ c.ctWns 83, BT or B18, as lcable. Appl Plates to each face of trues and ppoo9tian as shorn abov. and on the Joint Details, %ens noted herelee. Refer to d;=g' 160A-Z Par standard plate positions. = %C LL PSF AN rtWCOMPANY Alpine, a division of In+ Building component. croup Inc. shall not be respan9mle far any deviation from this draw4p, any fanure to build the truss In conform—ce with ANSI/TPI 1, or far honking, shlppb,g, �.p ATiF OF OT. LD, PSF In.'L br'acid,B aF idwsces. A seal on this d—kq or cover pa U.U6hg this draeV4. Indicates acceptance of professional solely for design 9ho.,u The suitability and �Se of Ws dra..,g w ' � jt) �Q� jfs� DUR, FAC. 13389 Lakefront Drive far .1 rhCtwre "` respor&Aty of the ddldng Des[Wwr per ANSIRPI I Sect Earth City.M0630a5 For nor. Information see this job's general notes page and these web sillsa�ia� ALPINE, .ww.alo4hNt.ton, TPI- ....tob-t.orod SBCM wr..sbchdustrvaral ICO n.1ccsofo.ora 4t. (7.�/°1A r .. 1-1 SPACING p Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for or web member. This design is valid only for single ply trusses with 2x4 or 2x6 broken members, No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and secies as damaged member. Apply one scab per face. Minpimum side member length(s) = (2XL) + (B) Scab member length (S) must be within the broken panel. Nail Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered. Nail Into 2x6 members using three (3) rows at 4' o,c,, rows staggered. Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detall is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area, Broken chord may not support any tle-in loads. S L L 4' O c Typical ~ + 0 + 0 + 0 + 0 0 + 0 + 0 + 0 + 2' [-- Stagger + = Back Face 10d Box (0.128' x 3', min) Nailsi 0 = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Nail Spacing Detail Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 4 e 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 1 3540# 4070# 4445# Web or Chord 2x6 5165# 1 5280# 60954 6660# minhum L Distance B L L ..VARNM" READ AND FOLLDv ALL NOES IN TWS DRAVIIQ , - N.., • • sz - ..DMTANT- FURNISH MIS DRAVDfG To ALL C@7TRACTM DCLMM THE DISTAL MM `�� Q, GEN riPk J♦✓� REF MEMBER REPAIR Trusses require xtrenw r In fabricating, handling, shipplg, Installing and brocing. Refer to and S faun. the [.test edh of BLSI (Buasng Component Safety Inforatkn, by TPI and SBCAI for safety �' F '; DATE 10/Ol/14 practices prior to pis.. to ng these functions Installers shall provkle temporary bracng per BGSL No. � less rated otherwise. top chord shall hove properly attached structural shenthing and button char DRWG REPCHRD1014 shag have a properly attached rigid ceUlg. Locations sham for permanent lateral restrol+t of ebs „f� N shill have brarJng Installed per above sections on the J or eta. unlikable. Applydot {rates to each fore Q L_ of truss and ppaasltion as sham above and on the Joint Details, unless noted otherwise. f- Refer to drnwrgs I&DA-Z for standard plate positions. E OF Alpine, a division of ITV Bu Iding Components Group Inc shall rot be responsible for any deviation iron i-�0r1 AN (TWOOMPAW this drawing any fallwe to buRd the truss In conformance with ANSI/TPI 1, or for handUng, shipplg, Iistallatlon L bracing of trusses. A etd an this d-awN0 or cover page U.0 o this drawing. bvscates acceptance oP prohsslowl tngtneer4g respanaarU sdNr ^ I� of the B Adhg DedgnerThe t peryAHSI/TPI I Sect � �`�s for an s:ruct++re � �edesi��11VAL. k� Earth LakeMO Orve for more Infornotion we this; job's general notes page and these web sites, yA/yyNff,H ,' %%%%tt SPACING 24.0' MAX Earth City, MO 63045 ALPINE .. al r. plroltr.conl TPL wrw.tp4ut.orgi SBCA- wrr.cbclMustryargE lC0 wr.Icccofe.orgit STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' GC MAX. LENGTH T0� ILLER r EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. - USE #2 OR BETTER <1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' O.C. MAX., OR SEE NEXT ❑PTION. - 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). - ❑PTI❑NAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES <OR FLAT BOTTOM CHORD SECTI❑NS OF A TRUSS), XLATERAL BRACING IS NORMALLY REQUIRE➢ ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND 10PSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NnTFn ON THIS SHEET T USE THIS DETAIL FORI ICTURAL BEARINGS UNDER THE FALSE FRAME <NOT PARTITIOP :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. BER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'), 3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTES FALSE FRAME MEMBERS MAY BE CUT AND FIELD M❑DIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITI❑NS, BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATI❑N. SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE RED, - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2.5') 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 INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX <0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT <ONE FACE ONLY), WARNMM- READ MD FDLLDV ALL MTM DIN THIS MAVDG ws\��`-,`�6r IVI/j , REF BC FILLER fll4WMTws rURMSH nW DRAVW6 To ALL CWTRACTORS Wl1gDM THE WSTALLfRS. `�. `V 1 fI �,r Trusses regdre extrene care In fabrkating, handling. shipping, tnstaltlno and brutep. Refer to and ` �\ \/.��n'�`',.. DATE 10/01/14 Follow' latest emlon oP BCSI (BuAtllnp Canpanent Safety Tnfornatbn, y TP[ and SPBCA) for safrty \! V pprrnnctices prior to Perfornlnp these funetlons. Installers shall provide te,porary aocLg par BCSL �� 4 w Unlace noted other so, top chord shall have property attached structL rhea and battan N DRWG REPBCFIL1014 shall have a properly attached rlIaab selling. Locations ahem For pernanent lateral restraint of webs shall have brnposi installed per above sections the Joint or BIg, as oPWkable. Appty plates to each fact 1L�JI of ll usshav abr podtbn all sham RCS1 and on thr7or Detaec, rrmm lc e. A ply plates e. Refer to drawings 16OA-Z far standard plate positions. Alpine, a divlslan of RV Du0.ding Conponents GmL�Vp Inc, shag not be responsible for any devl&tlon froA S A E pF AN RWCOMPANY this drnwhrg, any FoAure -to bdid the truss In conFornance with ANSi/TPI 1, or far hardW+g, shipping. Installation L bracing of trusses. A seal on this drawlg or cover page Ustkv this drawing, Indicates acceptance of professional eroIneerYp retlire �Wlty solely Par the drsign shown TM s%:aW y and use of this drawing V V w for irary s octane is tlIe respansWltY of Vw Bu4eGg Da9gnL+' Per ANSv I Sec.? E.dh City. M Lakefront Odve For pore InFornation sea this Job's general notes pope and these web sites, Earth City,M063046 ALPIM . 1.1nditw.conn TPL wwet instoro, SDCAJ www.sbcbmdustrv.arai ILO wwwlccsafearo ss------ i,{AI., .♦`1t __ — ___ r r SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 Mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00, Minimum 2X4 scab, sane 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 S' 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. oVARRtrsas. READ AND fmLUV ALL M1TES oR THIS MAWMG ..RPORTARie+ FLO MSH THIS IWAVmc M ALL f OMMCT4RS INMUUM THE MTALLERi :' Jw "'/%'�.� TOTAL TOP CHORD REF 2X4 SCAB O.H. DATE 10/01/14 Trusses requtre ext— core In Pobrkating, hnndOng, shipping, InsWUng and brochg. Refer to and fdloe the Intent etlltton of "" ®ul" Canponent Snfe2y Inforrintlon, by TPI and SBCAI for safety A` ��,ENg� �% = r LOAD NOT T❑ EXCEED 40 PSF DRWG ❑HSCB2X41014 proctices prior to perfarning th¢se functions. Installers sMLL provWe 2enpa`ary hr`atlrng per RCSL Unless noted other.is., Zap choM shod have properly attached structural aMathing and halloo shard Par loterot mil` _ No (DEAD PLUS LIVE) shop Frove o properly ottnch.d rigid cuing. LocoWns sho.n pernonmt restraint of webs shntl hove brntlrq InstnUed per SCSI sections th J or Do ns applkable. lippoly plates to ench face of truss and ppoosltlon nc sh¢rn above antl on the Joint DetaKs, urdess notedd ther.lse. Refer to dro.tngs 16OA-Z for standard plate positions, OF A:d rrWCOMPANY fron dro.4 g, arty FnRure to bJtd the truss N canfornonce .ith ARSVTPI 1, or for ha vfU p, sNPp ng. ^ iQ t� 2-F anY struc4xe Ls the reAltY of the BuittMg UerJpner per ANSI/TPI 1 Sac2. - �0 40 R � W ���� ,.� �3ip�q7•[�(l¢e� t\ DUR, FAC, 1.15/1.25 SPACING 24' Eanh Cty. M11069045 : rAlrepinoitr.con �TPl evn.tptrs argi sBCA`.rove`sbcv�w4�ict�ry peICO `+v ccs�nfearg Fyff""�V Nlrl�.�ltt�L'! ALPIISi STRONGBACK BRIDGING RECOMMENDATIONS I BUTT STRONGBACK BRIDGING TOGETHER 4' -0. ATTACH SCAB WITH 10d BOX/GUN 4' —0. 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL N❑TEi Details 1 and 2 O (2) 10d COMMON (0448'x3.0') OR BOX/GUN 0.128'x3.0') NAILS AT TOP AND BOTTOM C 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR C010d BOX/GUN (0.128'x3.02 O NAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON (0148'x3') NAILS OR (4) 10d BOX/GUN A28'x3.0') NAILS attachment methods ,o STRONGBACK BRIDGING ATTACHMENT STRONGBACK BRIDGING SPACING REQUIREMENTS LIP to IT None required to LW I ten tat center of spuO 2' to 2 roes 0 at each v3 ) 30' to 0 3 rors 0 at eadt U4 00 Over 40 rm at W ac 1�ATTACH STRONGBACK TO BOT rOM QIM WI (2) #10 - 3' SCREWS ALTERNATIVES No -Alt scab -on blocks shall be a minimum 2x4 °stress graded lumber.' ►All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' No -The purpose of strongback bridging Is to develop load sharing between Individual trusses, resulting In an overall Increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, Is recommended at 10' -0' o.c. (max.) ►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 distributlon of point loads between adjacent truss, strongback bridging serves to reduce 'bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine. For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information). ®""wen+°" W-0 wen FR.LOW ALL NWES ON DIffi NAWM AL eeWTAN)iu ROM 7M NAWDrr To L CMURACTRiS DA UMM IM DISTALLkAS. . �t , TC LL PSF REF STRONGBACK DATE 10/01/14 Trusses regale extras care In fabrknthg, han&ft. shaping, Intel1kg and bradnp Refer to and follow the latest edition of BCSI c6ellrieg Conpanerrt Safety Leformotlon, by TPI and secA> for safety 3 L TC DL PSF Unles�sroi�d�otheerviseto e,, � rrdS have ves'proInstallersprovide�a�"orri bona+ ty1ef -tacked ;-r ana:Aa. ' #p t shall stru ,ral when chord shalt have a property attached rldd uL0+9, sLocations shown far latarol restraint of .ease shall have bracing Yestalled per Bi:SL section p(�ca1�l Ap}ty pintas to each face ^'ate z BC DL PSF DRWG STRBRIBR1014 d �� of truss oM ppedHan ns shown above and m the .ialret netnes, unless noted astherwhe.Q^. Refer to drowmgs 16W-Z for 3TAT& C?f +ue �. Y*��p BC LL PSF standard Plata positions. ^`'' 4 t't.,4'�'+'� AN TTW C DMPANY Alpha, o divimn of nv &Mng Components Grote Lac. dealt nat be respammte for any drWatlan from tide drawing ony foMre to bWld the'truss In confwegnce with ANSLTPI 1, or for hnnang, shipping, j TOT. LD, PSF tnstallnilore 6rndrep of trusses, ui AM dr*wft or cover pxsy,c- solely for thr deslme show ► The --------- of��C "_ �.Osema�nRmmsnx8i.e = == "� ""'" DUR, FAC. 1.00 13389 Lakefront Calve fac s�4rosponsketyvcMs'e Sc?__ idro" anY respoeaylty of aadit D mWar�ger MSfM 1 —S. SPACING Earth City, MO 6M5 For more hfornation see this Job's general oohs ppaggee and these web ekes ALPM sewnlphakeconl TM wwetpilstorw Sr& msbtlrduStryarp/ ltx? awwJccsnfvora ^^�^°w� �^" Y