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Home My WebLink AboutPROJECT DESCRIPTION & INFORMATIONr — awyeIJ I � oxponelltS. LW RANEY COMPONENTS 19900 Independence Blvd. Groveland, FI 34736 Phone:(352)429-9429 Fax:(352)429-7429 F- Job Information: Address: --- -- - - Customer Name: Creekslde Lot 109 DR Horton 3100 Yellowstone Dr Description: City, State, Zip: 4EDB-Arden 1969 "C" OL OW Ft. Pierce, FL I ^!MM"n Infnrm�finn• Cover Sheet I Order # JOB # 136DCS109 Printed: Fri, Aug 25 2017 FOR Name and License Number: --------a ---------------- Roof Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 5 Bldg. Code: Wind Std: Wind Speed: Bldg. Useage: Building 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 At DESCRIPTION SEQNO # DESCRIPTION SEQNO At DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 A01 2 A01A 3 A02 4 A03 5 A04 6 A05 7 A06 8 A07 9 A08 10 A09 11 A10 12 B01 13 B01G8 14 B02 15 BJ1 16 BJ3' 17 BJ5 18 EJ7 19 CJ7 20 MV1 21 MV2 22 MV3 23 MV4 24 MV5 25 4M1 26 4M1GB 27 4L1 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 `elllllllll////' e i C E N No 0 71 10:,.• STATE OF ID File Copy Page 1 of 1 RANEY COMPONENTS QI1ev 19900 Independence Blvd. Groveland, FL. 34736 onrpnnents, L1C Phone: (352) 429-9429 ' Fax: (352) 429-7429 I Cover Sheet Order # JOB # 136DCS109 Printed: Thu, Mar 30 2017 goo mrormarron: Address: FOR Name and License Number: ustomerName: Creekside Lot 109 R Horton 3100 Yellowstone Dr ascription: City, State, Zip: EDB-Arden 1969 "C" OL OW i Port St Lucie, FL Loading Information — Roo/Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead. BC Live: BC Dead: 20 7 0 10 I 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 # DESCRIPTION SEQNO . # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 A01 2 A01A 3 A02 4 A03 5 A04 6 A05 7 A06 8 A07 9 A08 10 A09 11 A10 12 B01 13 B01GB 14 B02 15 BJ1 16 BJ3 17 BJ5 18 EJ7 19 CJ7 20 MV1 21 MV2 22 MV3 23 MV4 24 MV5 25 4101 26 4M1GB 27 41-1 28 412 29 48J1 30 4EJ3 31 4GJ3 32 FT1 33 FT2 34 FT3 35 FT4 36 FT6 37 FT7 38 FTS 39 FT8 40 FT9 41 FT10 42 FT11 43 FT12 44 FG1 45 FTG1 46 FTG2 Digitally signed by Manuel Martinez M a n u e l ) Rep esen tive ou=M ACES Business � Representative, ou=M AND E ASSOCIATES P.A., Zcn-Manuel Martinez, /F 09.234219200300.100.1.1=A01096900000130479 Martine2190000A517 4 " •ber�pbat DC version: 2015.006.30280 Frintod,ctpiOsoF it3s d�c�ment sr� s �t tensiderxd ugnOC and;srzled and thes�.a+.raut9ie�iytatian i�cdnnt t5ebdrlft.+d cc 5nyrle<ttante' CGP70L' Page 1 of 1 Job Number: 136DCS109 Ply: 1 SEON: 622278 / T2 / COM7DRW: 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Oty: 2 FROM: AH Truss Label: A01 W(t: 114.8 Ibs / ... 03/30/17 7'10"8 I 12'6" I T1 "8 24'8"l4 i T10"8 47"8 47'8 I 77"6 D=4X4 12 -3X4 C E �3X4 6 r0 r0 i� 4X4(A2) B F=3X4(61) 3 q sjzs J I H G 1112X4 =3X8 =3X4 1112X4 1' 7'8"12 4'9"4 1'6" 3'3"4 T5"10 7'8"12 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 L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.052 I 999 240 B 999 / 451 / 588 / - / 260 / 6.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.120 1 999 180 F 933 / 415 / 515 /- /- / 2.9 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.023 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean HORZ(TL): 0.053 G - - B Min Brg Width Req = 1.5 NCBCLL: 10.00 Height: 21.38 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 1.5 F Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.466 Bearings B & F are a rigid surface. g g 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 ft 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. 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 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 B - J 1313 -707 H - G 1278 -687 Lumber value set "1313" uses design values J - 1 1309 -707 G - F 1281 -688 approved 1/30/2013 by ALSC I - H 1278 -687 Wind�5ffi116 Member design based on both MWFRS and C&C.," + a Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. + J - C 280 - 28 I - E C - 1 407 - 526 E - G 383 - 485 263 - 21 w° * D-1 719 -500 0 993E 95'f tq'm] rwcrivi&rt a SHAY! "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, Installing.and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r sa etypractices prior to performing these functions. Installers shall provide temporary rrn2v bracingTer BCSI. Unless noted otherwise,top chord shall havve properly attached structural sheathin and bottom chord shall have a propperly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insgalled per BCSI sections B3, B7 or B10, rmr x5news.'uc as applicable. Apply plates to each face of truss and positiojl as shown above and on the Joint Details, unless noted otherwise. Nefer to 1 drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of;trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professlor)al engineerin responsibility solely for the design shown. The .suitability and use of this grawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's aeneral notes oaae and these web sites: I ALPINE: www.alDineltw.com: TPI: www.tainstora: SBCA: www.sbcmdustrv.com, ICC: www.iccsafe_om y Job Number: 136DCS109 Ply: 1 SEQN: 622279 / T14 I SPEC 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 / ... 03/30/17 D i- fo 33 7'10"8 12'6" 17"8 24'8"14 7'10"8 4'7"8 N B 7'76 1' 7'6"l2 7'8"12 0=4X4 1112X4 =3X8 =3X4 1112X4 4'9"4 1'6" 33'4 T610 12'6" + 14' 1� 3"4 24'8"14 3X4(B1) syz Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W B 998 / 451 / 588 / - / 260 / 6.0 TCDL: 7.00 Speed: 160 mph Pf: 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 /415 /515 /- /- /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.023 G - - Wind reactions based on MWFRS Des Ld:EXP: C HORZ TL 0.053 G - - ( ) B Min Br Width Re 1.5 Code / Misc Criteria CL 10.00 NCBCLL: 10.00 Mean Height: 21.38 ft Creep Factor: 1.5 F Min Brg Width Req - Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.466 Bearing B is 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 ft 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 778 -1087 GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.01 B.0614.20 Wind Duration: 1.60 WAVE B - C 905 -1553 E - F 919 -1522 C - D 764 -1090 Lumber I 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 Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. ,Yiinted topic8id" d"Lmentaren6feenslerad dinec and s kd �andthcSxA�:;autlicntxailcn;co4m.mtvst8o vcri�cd eer 6nyelcct�aNc Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - J 1312 - 707 H - G 1277 - 687 J - 1 1309 707 G - F 1280 - 687 I - H 1277 - 687 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - C 280 -28 I - E 383 -484 C - 1 407 - 526 E - G 263 - 21 D-1 719 -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 Component Safety Information, by TPI an SBCA) foF safety practices prior to performing these functions. Installers shall provide temporary ,Tray bracing per BCSI. Unless noted o herwise,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, 67 or B10, as applicable. Appiy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to rim/Xrt!e/fls♦,uc. 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 ANSIffPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pia{essiona engineerin 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 neon and these web sites* ALPINE www.alnineitw.com, TPI, www.tninst.oto, SBCA, wwwsbcindustry com' ICC• www_iccsnfe_nra c DCS109 "C" OL OW /DR Horton /4EDB-Ard 1 1969 "C" SEQN: 622280 / T24 /HITDRW-.-/ n OL OWPly' Qty: 1 FROM: AH Wgt: 131.6 Ibs 03/30/17 r4EDB-Arden 7'8"12 T8"12 11' 1734 3'3"4 3 2 3'3"4 10 7'5"10 0=04 -5X6E 12 1112X4 C F 1112X4 6 c� o to I =3X4(A1)B ih io _ �3 A Gm3X4(81) K I H s'12 =3X4 =3X4 =3X4 =3X4 1 T10"8 7'10"8 47"8 1'6" 3'1"8 7'7"6 12'6" 14, 17'18 24'8"14 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: SC7-10 Snow Criteria (P9,Pr in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA TCDL: 7.00 Speed: 160 mph Ct: NA CAT: NA PP Deflection in loc Pt. NA . L/defl L/# Loc R / U / Rw / Rh / RL / W BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Ce: NA VERT(LL): 0.050 C Lu: NA Cs: NA VERT (TL): 0.115 C 999 240 B 999 / 453 / 595 / - / 232 / 6.0 999 EXP: C Des Ld: 37.00 Snow Duration: NA HORZ(LL): 0.021 H 180 G 933 / 417 / 523 _ / 2 g - Wind reactions based on MWFRS NCBCLL: 10.0o Mean Height: 21.00 ft TCDL: 4.2 psf HORZ(TL): 0.048 H Code / Misc Criteria - - B Min Brg Width Req = 1.5 Soffit: Load Duration: 1.25 BCDL: 5.0 psf Duration: Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.451 G Min Brg Width Req = 1.5 Bearings B & G are a rigid surface. MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " TPI Sid: 2007 Max BC CSI: 0.456 C&C Dist a: 3.00 ft Loc, from endwall: not in 9.00 ft Rep Factors Used: Yes Max Web CSI: 0.348 00 FT/RT:20 /10 () () Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Mfg Specified Camber: Plate Type(s): Chords Tens.Com p. Chords Tens. Comp. Wind Duration: 1.60 Lumber WAVE A - B 27 0 D - E 816 -1012 VIEW Ver: 16.01.01 B.0614.20 I B C Value Set: 13B (Effective 6/1/2013) - 973 -1552 E - F 1118 -1476 C - D 1132 -1516 F - G 966 -1522 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - K 1313 -769 I - H -517 517 K - J 1006 - 530 H - G 1281 -1 J-1 Wind 1001 -517 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) �, ��r� •„,/t�g� Webs Tens.Comp. Webs Tens. Coin p. C - K 365 - 358 J - E 173 -118 q 047 D _ 587 -445 E - H 533 416 166 -116 H - F 356 - 334 r --VVARNING"* READ AND FOLLO "IMPORTANT** FURNISH THIS DRAWING TO rwr -LU5 to eacn Tace of truss Is 1604-Z for s andard plate positions. a division of ITW Buildinn r m,,....e. - 1 rn -i , or tor r acceptance any structure L NOTES ON THIS DRAWING! CONTRACTORS INCLUDING THE INSTALLERS tailing and bracing. Refer to and follow the latest edition of BCSI (Building ces prior to performing these functions. Installers shall provide temporary perly attached structural sheathing and bottom chord shall have a properly J lint of webs shall have brac)ng installed per BCSI sections 83, 67 or erl rrn y ohown above and on the Join f9Details, unless noted otherwise. Nefer to be responsible for any deviation from this drawing,any failure to build the stallation and bracing of trusses.A seal on this drawing or cover page gineerin responsibility solely for the design shown. The suitability y of the Building Designer per ANSI/TPI 1 Sec.2. _www.alpineitw cam• TPI• www t-inst ora• SBCA www.sbdndustrv_--- trr• ....... Job Number: 136DCS109 Ply: 1 1 SEQN: 622281 / T23 / HIPS 4EDB-Arden 1969 "C" OL OW /DR Horton {4EDB-Arden 1969' C" OL OW Qty: 1 1 FROM: AH DRW: Truss Label: A03 Wgt: 116.2 Ibs / ... 03/30/17 1 4'8" 9' 16' 20'4" 24'8"14 4'8" 4'4" 7' 4'4" 4'4"14 9' 9' Z�:4X6 =3X4 =3X4 =3X8 5' 1'10"4 81101,10 14' 15'10"4 24'8"14 3X4(B 1) sy2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W B 999 / 608 / 598 /- / 193 / 6.0 G 933 / 559 / 526 / - /- / 2.9 Wind reactions based on MWFRS B Min Br Width Re 1.5 g q G Min Brg Width Req = 1.5 Bearings B & G are a rigid surface. g Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 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 " Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.50 ft 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: not in 9.00 ft Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA VERT(LL): 0.056 J 999 240 VERT(TL): 0.130 J 999 180 HORZ(LL): 0.025 H - - HORZ TL 0.059 H ( ) Creep Factor: 1.5 Max TC CSI: 0.379 Max BC CSI: 0.535 Max Web CSI: 0.178 Mfg Specified Camber: Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) A - B 27 0 D - E 910 -1191 GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.01 B.0614.20 Wind Duration: 1.60 WAVE B - C 1080 -1631 E - F 941 -1365 C- D 955 -1390 F- G 1058 -1585 L b um er 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. 8rinta�ceple el`sld's,��dce4xnamM oar nu[cansld�eU sig¢,ad and'�ssa{ad'< and FFsesstAYa �at3iitliti£atfun �'c✓{o-.stt:st�n vgr7t�cd czs am/zlect�anit� i:opic Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1414 - 902 1 - 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 DRAW NGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary trn�v bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached ri id ceilin Locations shown forermanent lateral restraint of webs shall have bracing insalled per BCSI sections 63, 67 or B10, as applicable. Appty plates to each face o truss and position as shown above and on the Joinf Details, unless noted otherwise. t2efer to rim{i?letfls uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of protess{onat 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. Fnr mnre infnrmafinn see this inh's neneml nnt— nave and these w h _cites AI PINP wu*u alnineitw cnm• TPP — tninst nr FFCA uMnv sheindusiry enm ICf: wmiw ir�ealo nrn 7 Job Number: 136DCS109 Ply: 1 SEQN: 622288 / T22 / HIPS 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arde 1969 "C" OL OW Qty: 1 FROM: AH DRW: Truss Label: A04 Wgt: 130.2 Ibs / ... 03/30/17 7' 7 T 12 6 t� 0 1 =4X12(B3)B �'3 A t 1 J 6'7"12 �� T1"12 6" 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 Des Ld: 37.00 EXP: C Mean Height: 20.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: 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 "l3B" uses design values approved 1/30/2013 by ALSC Special Loads, -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.00 to 56 plf at 0.00 TC- From 56 plf at 0.00 to 56 plf at 7.00 TC- From 119 plf at 7.00 to 119 plf at 18.00 TC- From 56 plf at 18.00 to 56 plf at 24.74 BC- From 4 plf at -1.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.00 BC- From 44 plf at 7.00 to 44 plf at 18.00 BC- From 20 plf at 18.00 to 20 plf at 24.74 BC- 462 lb Conc. Load at 7.00 BC- 457 lb Conc. Load at 18.00 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. **WARNING- READ AND **IMPORTANT** FURNISH THIS DRAM a division of ITW Buildin Components conformance with ANSI 1, or for h this drawing indicates acceptance oe of this gnawing for any structure 12'6" _i_ 18' _� 24'8"14 5'6" 5'6" 6'8"14 e6X8 1113X4 z�:6X8 C D E LO -v F 3X10(B3) su J I H G 1114X4 4X10(-)=5X6 1113X4 1'5" 3'10".4 6'101,10 12'7" 14' 17.10"4 24'8"14 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.152 D 999 240 B 1927 / 1147 1- / - / - / 6.0 Lu: NA Cs: NA VERT(TL): 0.353 D 831 180 F 1877 / 1098 /- / - / - /.2.9 Snow Duration: NA HORZ(LL): 0.037 G - - Wind reactions based on MWFRS HORZ(TL): 0.086 G - B Min Brg Width Reg = 1.9 Code / Mise 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: 0.601 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: 16.01.01 B.0614.20 B - C 2164 -3661 E - F 2118 -3576 C - D 2289 - 3915 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 3211 -1873 H - G 3154 -1835 J - 1 3240 -1881 G - F 3129 -1828 I - H 3154 -1835 . 1 001. 1. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 683 -198 I - E 898 - 536 �. C - 1 797 - 482 G - E 607 -157 D-1 681 -687 grBnEbdccpksdr th3s'dcc�rttent�aisn tcantiddStned and s-I.d andifsrSiYSt�'c aulAdnt3catldn'arde znt the Uerli"k cc a'rv�r iextrah,4t d6picse LOW ALL NOTES ON THIS DRAWNG! TO ALL CONTRACTORS INCLUDING THE INSTALLERS iping, installing and bracing. Refer to and follow the latest edition of BCSI (Building practices prior to performing these functions. Installers shall provide temporary htay ve properly attached structural sheathing and bottom chord shall have a propperly Iral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ition as shown above and on the JoinCDetails, unless noted otherwise. f2efer to shall not be responsible for any deviation from this drawing,any failure to build the ppin , installation and bracing of trusses.A seal on this drawing or cover page, iona.. engineering responsibility solely for the design shown. The suitability an�v Job Number: 136DCS109 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 I Wgt: 158.2 Ibs .. / ... 03/30/17 —3 aTi 7'10" T10" 15, 19'10"7 24'8"1, 77' 4'10"7 4'10"7 1112X4 o r� in ,1112X4 =3X4=3X4 =4X10 1' 7'8"12 63"4 1' 4'10"7 4'111 7 T8"12 14' 1, 19107 24'8"14 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.049 K 999 240 B 1000 / 405 / 692 ! - / 336 / 4.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.114 K 999 180 G 927 /525 /526 /- /- !- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.017 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.039- H - - B Min Brg Width Req = 1.5 Mean Height: 22.00 ft G Min Brg Width Re NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 1.5 q = - Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.521 Bearing B is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.524 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.981 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:2D(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): I A - B 27 0 D - E 371 - 500 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.0113.0614.20 B - C 803 -1572 E - F 371 -500 Lumber C - D 541 - 936 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 B - K 1333 -1017 I - H 749 - 582 Lumber value set "1313" uses design values K - J 1329 -1016 H - G 0 0 approved 1/30/2013 by ALSC J - 1 1329 -1016 Bracing (a) Continuous lateral restraint equally spaced on py' Maximum Web Forces Per Ply (Ibs) member. Or 1x4 "T" reinforcement. 80% length of w"Webs Tens.Comp. Webs Tens. Comp. web member. Same species & SRB grade or better," K - C 321 -22 E - H 264 -288 attached with 8d Box or Gun (0.11 VW.5",min.)nails ' °` " • , ., • � - ,�. C - I 496 - 662 H - F 923 - 685 .>. @6"oc. €�` °, D-1 474 -242 F-G 695 -887 * D - H 388 -460 Hangers / Ties .• • • . (J) Hanger Support Required, by others ,a Wind,ST p� *' Member design based on both MWFRS and C&C. 'ion t * •° Right end vertical not exposed to wind pressure. `�w• y j'- +,.e� PE tci,rfc a47]s7)r�rJhrdatesMwnptsfuc w:sngas9a.i" .` authcr.[Isie(cn sndc_� . Prinlodecpie: of iIYS titceaneeitx� mat candderzd dinee and waled ar d FiacSx[A-.`auL1iCPAEiYlCniale inbstAe 9erliiC[I. ui any GteCtial`dG; �`capief` **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW NGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary nrrGv bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as appI r 9e. Appyy plates to each face of truss and position as shown above and on the Join( Details, unless noted otherwise. (tefer to mfxr�i,i1L`> b drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al irieitw.com; TPI: www.t instor ; SBCA: www.sbcindust xom• ICC: www.icesafe.or le n Job Number: 136DCS109 II Ply: 1 SEQN: 622283 / T9 / HIPM 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Ardejl 1969 "C" OL OW Qty: 1 FROM: AH DRW: Truss Label: A06 Wgt: 155.4 Ibs I .. / ... 03/30/17 7' 10" 7' 10" 12 6 3X4(A1) 6 aTa A 1' T8"11 T8"11 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: 21.72 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 t Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 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 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"x25%min.)nails @ 6" oc. 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. J 1112X4 1310"8 19'3"11 24'8"l 6'0"8 5'5"3 5'5"3 1112X4 E H =4X10 (a) 6'3"5 5'3"l1 5'5"3 14' 19'3"11 24'8"14 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.047 J 999 240 B 1000 / 413 / 685 / - / 313 / 6.0 Lu: NA Cs: NA VERT(TL): 0.108 J 999 180 G 928 / 532 / 514 / - / - / - Snow Duration: NA HORZ(LL): 0.016 H - - Wind reactions based on MWFRS HORZ(TL): 0.07 H B Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 1.5 G Min Brg Width Reg = - 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 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 434 -594 WAVE VIEW Ver: 16.01.0113.0614.20 B - C 828 -1562 E - F 434 -593 C-D 617 -1008 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1322 -1008 1 - H 825 - 634 J-1 1319 -1008 H-G 0 0 Maximum es P Ply (Ibs) Webs Tens.Comp.Tens. Comp. J - C 298 - 24 E - H 302 - 343 C - 1 446 - 589 H - F 967 707 a� - �* ,." D - I 447 - 244 F - G 685 - 884 D-H 327 -377 41).`015A 38:FF •5B 81B4:813:711' 4$ 04 99 2E 85 FB Itils Item has Been elettionicstiy st3ned sad ;naiad br7Aan��al Martial Pilh.uz'.aaataztentkcaicshawnabou winoasHA.t Aiiniedaapiez of W. deem-t ara net canridcrad a V.d and scaled ar�d thiSxA4 authenti6tion todo nut be varif cd an any .1-traek :acp(as:• "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ."IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin s !ppping, installing and bracing: Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPI an � SBCA) fogy s�fety practices prior to performing these functions. Installers shall provide temporary rrn f< bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent 14tefal restraint of webs shall have bracinginsalled per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinDetails, 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 ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of protessionR engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is a responsibility of the building Designer per ANSIfTPI 1 Sec.2: For more information see this iob's aeneral notes naae and these web sites: ALPINE: w Inineitw_c TPI- www tni—t nrn• SRr.A• www ah,in fu fw irr....,.,... i.fe ..... a Job Number: 136DCS109 I Ply: 1 I 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 / ... 03/30/17 =3 a T 10"9 7'10"9 13, 5' 1 "7 18'10"7 5'10"7 1112X4 1112X4 =3X4=3X4 =4X10 24'8"14 5'10"7 1' 7'8"13 5'3"3 1' 4'10"7 5'10'7 7'8"13 13' 14' 18'10"7 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 L/defl L/# Loc R / U / Rw / Rh / RL / W B 1003 / 419 / 679 / - / 295 14.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.046 K 999 240 BCLL: 0.00 Enclosure: •Closed Lu: NA Cs: NA VERT(TL): 0.106 K 999 180 G 929 / 536 / 504 / - / - / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.016 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.037 H - - B Min Brg Width Req = 1.5 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 21.50 ft TCDL: 4.2 psf Creep Factor: 1.5 G Min Br g Width Req = - Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.468 Bearing B is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.448 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.984 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 D - E 487 -676 GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.01 B.0614.20 Wind Duration: 1.60 WAVE B - C 849 -1563 E - F 487 -675 C - D 677 -1070 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 B - K 1322 -1004 I - H 888 -675 Lumber value set "1313" uses design values K - J 1318 -1004 H - G 0 0 approved 1 /30/2013 by ALSC J - 1 888 -675 Bracing 1�M AA (a) Continuous lateral restraint equally spaced on � ° � " r } # ! Maximum Web Forces Per Ply (Ibs) o Webs Tens.Comp. Webs Tens. Comp. member. Or 1x4 "T" reinforcement. 80/u length off web member. Same species & SRB grade or better, K- C 280 -25 E - H 331 381 attached with 8d Box or Gun (0.113"x2.5",min.)nails C - J 413 -541 H - F 1012 -730 @ 6" oc. y04711,., D - J 434 - 250 F - G 677 - 882 D-H 281 -318 Hangers / Ties ; r (J) Hanger Support Required, by others P Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure.✓ "Wk edntecccg�ie.,of lids ticcurcnent�a3c not cansiccrxd signedand. sealed and tkcsR,1+:F auCnerAuatiun ed�v must he brttifx� ta'aiv/electracis: cr}p L —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary trtzv bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to fnr/i.7t>rtrc:uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components. Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, , listing this drawing indicates acceptance of professionat engineering responsibility solely for the design shown. ' The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.or • SBCA: www.sbcindust xom: ICC: www.iccsafe.or Job Number: 136DCS109 Ply: 1 SEQN: 622285 / T11 / HIPM 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arde 1969 "C', OL OW Qty: 1 FROM: AH DRW: Truss Label: A08 Wgt: 141.4 Ibs / ... 03/30/17 7' 10"8 11' 17' 10"7 24'8"14 7'10"B 3'1"8 6107 6'1 V 7 1112X4 D=5X6 E —=4X4 F 3 �X4 C 12 6 X(a)(a) to rn in io 3X4(A1) B a3 A K J I H 1112X6G III2X4 =-3X4 =3X4 =4X10 1' 7e"12 33"4 3' 3'10"7 6'10"7 7'8"12 11' T.17'10"7 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 L/deft L/# Lac R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.047 J 999 240 B 1003 / 432 / 663 / - 1254 / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.108 J 999 180 G 929 /535 1485 /- /- /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.015 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.035 H - - 8 Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 21.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 1.5 G Min Brg Width Reg = - Soffit: 2.00 BCDL: 5.0 psf Bearing B is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.541 g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.498 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.924 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 D - E 630 - 898 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01 B.0614.20 B - C 897 -1558 E - F 630 -898 C - D 820 -1216 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 B - K 1316 - 995 I - H 1036 -770 Lumber value set "1313" uses design values K - J 1313 - 995 H - G 0 0 approved 1/30/2013 by ALSC J - 1 1036 -770 Bracing Maximum P(Ibs) � � " °+kpky (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of , . Webs Tens.Comp.es Webs Tens. Comp. web member. Same species & SRB grade or better, t,�" ,f,.. K - C 242 -29 E - H 390 -454 ,y' `�.'S' ' attached with 8d Box or Gun (0.113"x2.5",min.)nails W +* C - J 357 -441 H - F 1155 -811 @ 6" oc. �« , 710 D - J 418 - 273 F - G 660 - 875 w D - H 180 -177 Hangers / Ties *' w (J) Hanger Support Required, by others, Wind "� STATIE OF ",' Member design based on both MWFRS and C&C. " Right end vertical not exposed to wind pressure. 4. 40:015A38 FF 59 ft-BO BB.7F 48 00 99 2E 95,1713 This i[dmtsa been eiewgnIcUf 05nad Wd_sealedbytaanssl;tAartina„- Pf.l*4tic:d87192ten tflcs:aM shown ibU4ek:4nga SMA•7 ' authcntitatinn rode. :Pr3ntoGcopies orthJs dccunenk uc aroi censiderzd srgned and' —led ,and t{aG:Srits 2utl, rnl3tatlt>n kO:Ie Cn4K[LC 1dd(ed di`an'�ClCctla'niC' cnpias: —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 by fo'r Component Safety Information, TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide temporary anii bracing per BCSI. Unless noted otherwise,top chord shall have attached structural sheathing and bottom chord shall have a properly properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. (Refer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildin Components Group 19C. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability ft�awing and use of this for any structure is the responsibility of the building Designer per ANSI[TPI 1 Sec.2. For more information see this job's general notes page and these wep sites: ALPINE: www.al ineitw.com• TPI: www. inst.or • SBCA: www.sbcindus .com; ]CC: www.1ccsafe.or Job Number: 136DCS109 Ply: 1 SEQN: 622286 / T10 / HIPM 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: AH DRW: Truss Label: A09 Wgt: 131.6 Ibs / ... 03/30/17 4'8" 9' 16'10"7 24'8"14 4'8" T 4'4" T 71 0"7 I' 7'1 07 '1 III2X4 D=6X6 E =4X4 F 12 t 6 F:7- Z2X4 C (a) (a) M o v iD in 3X4(A1) B t 33 A 1�1 — IT] J I H 1112X6 G =3X4 =3X4 =4X10 1' 9' S' 2'10"7 7'10"7 9' 14' 16'10"7 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 L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.056 J 999 240 B 1003 / 590 / 643 /- / 268 / 4.0 BCLL: 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 Mean Height: 20.50 ft G Min Brg Width Re NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 1.5 q = - Soffit: 2.00 TCDL: 5.psf Bldg Code: FBC 2014 RES Max TC CSI: 0.695 Bearing B is a rigid surface. 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 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 D - E 819 -1199 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01 B.0614.20 B - C 1023 -1643 E - F 819 -1198 Lumber C - D 896 -1402 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 B - J 1424 -1099 1 - H 1213 - 877 Lumber value set "l3B" uses design values J - 1 1213 - 877 H - G 0 0 approved 1/30/2013 by ALSC BracingMaximum Web Forces Per Ply (Ibs) >& Webs Tens.Comp. Webs Tens. Comp. (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of +,,.��'"•„irk, C - J 251 -239 E - H 433 512 �a� web member. Same species & SRB grade or better, �* ' ' +►+ D - J 386 -124 H - F 1385 - 946 attached with Bid Box or Gun (0.113"x2.5",min.)nails sski ,.'• D - H 96 -104 F - G 644 7865 ID "10 Hangers/Ties' (J) Hanger Support Required, by others +' +ray a: Wind ra` *p s c 'E '. +A Member design based on both MWFRS and C&C. *, Right end vertical not exposed to wind pressure. N SERIAL'it; , ,40:015A 38 FF.513;8 B013B7F 48 00 99 2E 85:F8 iY Is itemhas been etacaenlmfty si; nuE znd wales§ �y il..anuclMartins>;; PE tRl: lid pdFl N21;ex1tnd date 4haW'nabaVe lY.40g.a SFiAk2 . �as�thtmF3Litlen dOde':. ,8r7ntnG eeplcs of this dcaxnent`arc net censidere^� signc� and staled, ' and theE!SiVlclitlthCnthiS10Q5 [GdCnItKt Se Nedfiodcri a14Y CteitrLYSG' iccpfes: "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 to these functions. Installers shall temporary practices prior performing provide bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or t310, " as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Deta!Is, unless noted otherwise. Refer to i?Jtff L�l?s!llS. ur drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping installation and bracing of trusses.A seal on this drawing or cover page, , listing this drawing,indicates acceptance of professtanag' 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 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.t instor • SBCA: www.sbclndust .com: ICC: www.iccsafe.or Job Number: 136DCS109 I Ply: 1 SEQN: 622289 / T7 / HIPM 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arde 1969 "C" OL OW Qty: 1 FROM: AH DRW: Truss Label: A10 Wgt: 131.6 Ibs .. / ... 03/30/17 7' 1211"9 17' 18'9"5 24'8"14 T 5'11"9 4'0"7 19"5 5111"9 �5X8 1112X4 =4X4 =5X12 C D E F 1112X6G 12 UT o n 4X10(63) B 1� 33 A L K J I =6X6H 1 1112X4 =4X10=4X4 III2X4 1' 7'1"12 6913 1'0"7 49"5 5'11"9 7'1"12 12'11"9 14' 18'9'5 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 L/deft L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.163 D 999 240 B 1893 / 1124 /- /- /- /4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.381 D 774 180 H 2O44 / 1189/- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.054 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.126 H - - B Min Brg Width Req = 1.9 NCBCLL: 10.00 Mean Height: 20.00 ft TCDL: 4.2 psf H Min Br Code / Misc Criteria Creep Factor: 1.5 g Width Req = - Soffit: 2.00 BCDL: 5.0 psf Bearing B is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.971 g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.692 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.896 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A _B 27 -24 D - E 2166 - 3719 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.D1 B.0614.20 B - C 2076 -3519 E - F 2166 -3719 Loading C - D 2167 -3720 F - G 13 -23 Lumber Value Set: 13B (Effective 6/1/2013) #1 hip supports 7-0-0 jacks with no webs. Top chord 2x4 SP #1 Left side jacks have 7-0-0 setback with 0-0-0 cant Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 and 1-0-0 overhang. End jacks have 7-0-0 setback Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 with 0-0-0 cant and 1-0-0 overhang. Right side jacks B - L 3076 -1788 J - 1 2762 -1607 Lumber value set "13B" uses design values have 0-0-0 setback with 0-0-0 cant and 0-0-0 L - K 3102 -1795 I - H 2762 -1607 approved 1/30/2013 by ALSC overhang. K - J 2762 -1607 Bracing aContinuous lateral restraint a uall s aced on`,+t}� ri Maximum Web Forces Per Ply (Ibs) o member. Or 2x6 "T" reinforcement. 80 /length of Webs Tens.Comp. Webs Tens. Comp. aa�rtk�brw p• p. web member. Same species & grade or better, P 9 `6 @�,� + s' ", ..: C- L 647 -158 F- I 279 0 :,"•s,.: ►a attached with 16d Box or Gun (0.135"x3.5",min.)nails W, ; .. C - K 718 -432 F - H 1856 -3189 @ 6" oc. �" {. 1 ra •;• D - K 689 -704 G - H 289 -298 S Special Loads l K - F 1122 - 656 w -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) «' TC- From 56 pIf at -1.00 to 56 pIf at 0.00 TC- From 56 If at 0.00 to 56 If at 7.00 plf plf TC-From 119 at 7.00 to 119 at 24.74 + ' BC- From 4 plf at -1.00 to 4 pIf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.00� BC- From 44 plf at 7.00 to 44 plf at 24.74�y BC- 462 lb Conc. Load at 7.00,' Hangers Ties / (J) Hanger Support Required, by others 46 o15A 38.FF:5B 818o fiB 7F 48 Oo 99 2E 85 f6 Wind ibis itapf has bean ekarnaicatif svgned mnd .aa,w by kdanwi;MartinuL d,ln Viz. ps71nrccf164a to;hawnataaue Wind loads and reactions based on MWFRS. aurrinnW.�ticv er de Right end vertical not exposed to wind pressure. ,inmG-pipse[W.ti. menrwamicw%1&rrdsign.d-d; W ar�dthrt StiA+.i aut4fdrticatian'gada imsst bn varllicJ eai anyr'IncGark: copies: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING] -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI andSBCA) for Safety practices prior to performing these functions. Installers shall provide temporary r?nt bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro pperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 810, as applicable. Apply places to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Nefer to �mf.!nrt! uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling l shipping, installation and bracing of trusses.A seal on this drawing or cover page drawing, listing this drawing indicates acceptance of protessiona engineeringresponsibility solely for the design shown. The suitability and use of this for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes a e and these w b sites: ALPINE: www.al ineitw.com• TPI: www. instor • SBCA: www.sbcindust .com• ICC: www.icrsafe.or Job Number: 136DCS109 Ply: 1 SEQN: 622287 / T1 / COMN 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 .. / ... 03/30/17 6'4"8 6'4"8 10,10" 15'3"8 21'8" 4'5"8 4'S"8 6'4"8 D=4X6 1112X4 =3X8 =3X4 1112X4 1 6'2"12 4'7"4 1T 3'S"4 6'2"12 6'2"12 10'10" 12' 15'S"4 21'8" 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Lac R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.044 J 999 240 B 880 / 544 / 523 / - / 248 / 4.0 BCLL: 0.00 ' Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.095 J 999 180 F 880 / 544 / 523 / - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.018 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean HORZ(TL): 0.041 H - - B Min Brg Width Req = 1.5 NCBCLL: 10.00 Height: 20.96 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 1.5 F Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.498 Bearings B & F are a rigid 9 gid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.310 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.344 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 D - E 1098 - 960 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.018.0614.20 B - C 1324 -1365 E - F 1324 -1365 Lumber C - D 1098 - 960 F - G 27 0 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 B - K 1159 - 982 I - H 1156 -999 Lumber value set "13B" uses design values K - J 1156 - 981 H - F 1159 -999 approved 1/30/2013 by ALSC J - 1 1156 -999 Wind Maximum Per (Ib Member design based on both MWFRS and C&C. gr�p$Mt Webs Tens.Comp.es W bls Tens. Comp. IV tp� *s`.`+may► K - C 225 - 25 D - J 584 - 603 Z (St 07 C - J 554 -435 E - H J-E 554 -435 225 -25 cc z SERA . 4D:01.5A,38: FF 5B 8i,E0 B8.7F 48 0099 2E 85.FB This item has tieen Clc[xranl[Altr signet And scaled. by /Anal Martinet, PF. )zl: tic: 9,471821 cntha lVt_hat wpba4C -ing a SHhz1 auMid nt MUM cone. Ptinioa copies ci this ducrnent-xts net censlcetzd Up= and,z-I.d and thc. S;A+1 Uhl ,watjMiad& rndst be 4adrkd-any alecti*rkt copies. , —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of SCSI (Building :: Went Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rinFv per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly /r d riggid ceilm Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, 67 or 810, ✓ ' icable. Apply plates to each face o�truss and position as shown above and on the Joinf9Details, unless noted otherwise. kefer to onr/h?n�lls'd Is 160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIq Pl 1, or for handling shippin , 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 oe of this gnawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Job Number: 136DCS109 4EDB-Arden 1969 "C" OL OW /DR Horton Truss Label: B01GB �— IV' —}- 1'4" -{ (TYP) 12 6 G c� in D C 2X4(A1) B 4'3 A AH AG r- 1'. i 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 Des Ld: 37.00 EXP: C Mean Height: 20.96 ft NCBCLL: 10.00 TCDL: 4.2 psi Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to 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/l/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 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 gable wind bracing requirements. Ply: 1 SEQN: 743854 / T4 / GABL 1969 "C" OL OW Qty: 1 FROM: AH DRW: Wgt:140.0lbs / ... 03/30/17 10,10" 21'8" 10,10" 10,10" J=4X4 I K H L G M F N O (V P O Q R=2X4(A1) S AE AD AC AB AA Z=5X6 Y X W v U T 21'8" 21'8" 1 21'8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.001 K 999 240 R' 81 150 / 38 /- / 11 / 260 Lu: NA Cs: NA VERT(TL): 0.002 J 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 Bldg Code: FBC 2014 RES Max TC CSI: 0.116 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.030 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.105 A - B 27 0 J - K 321 -18 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 71 -116 K - L 267 -15 Plate Type(s): C - D 76 -100 L - M 213 - 24 WAVE VIEW Ver: 15.01.01.0402.19 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. �Alk� B -AH 187 -96 AA- Z 212 100 " AH-AG 196 -97 Z-Y 211 -111 r4'« ' AG-AF 201 - 98 Y - X 209 -111 +'✓ AF-AE 204 -99 X-W 207 -110 AE-AD 207 - 99 W - V 205 -110 +.$' .Q AD -AC 209 -100 V-U 202 -109 AC -AB 210 -100 U-T 197 -108 *� , •' AB -AA 212 -100 T - R 188 -108 `* 1 « Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. Gables Tens. Comp. 0 -AH 117 -48 Z - K 202 -83 +'w•s D-AG 120 -75 Y-L 166 -73 :4r OWN' E-AF 108 -73 X-M 108 -73 F -AE 108 -73 W - N 108 -73 G -AD 108 -73 V - O 108 73 46015A OQ H -AC 166 73 U - P 120 - 75 38 Ff 5B Sf,BR 6B7F 48 99 3E'S5 FB:, I -AB 202 -83 T - Q 117 - 48 thli 2cmYTiashaeneMuranicavy;ynedanA .caledep ldan�cfFlartlgar;• J-AA 0 -173 ,Ri3nEou` ecpie cr t}isdca.ment`arn not cunsl2ered signed.;nd'sealed 'ar.d�tlxes�rn-.& nwtiientxandn taJe.must t,n gpr3iscd u aivj �I¢eGank c¢p(au "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"' FURNISH THIS DRAYMING 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 andSBCA) r safety practices prior to.performing these functions. Installers shall provide temporary nifty bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin 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. liefer to i�m/k�nerllst 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,ahy failure to build the truss in conformance with ANSI PI 1, or for'handling shippin , installation and bracing of trusses.A seal,on this drawing or cover page, listing this drawing indicates acceptance of Irofessional 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: 136DCS109 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 .. / ... 03/30/17 �'0°1 16'1r'1s 1s's° T0"1 3'11°74 4'6"1 ' 6'10"5 Loading Criteria (psi) 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: 22.13 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: 3.10 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 2x8 SP #1 Webs 2x4 SP #3 :W6, W8 2x4 SP #1: Lumber value set" 138" 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 plf at -1.00 to 56 plf at 7.06 TC- From 7 plf at 7.06 to 7 plf at 7.81 TC- From 7 pIf at 7.81 to 7 pIf at 15.50 TC- From 7 pIf at 15.50 to 7 pIf at 17.06 TC- From 56 plf at 17.06 to 56 pIf at 24.44 TC- From 56 plf at 24.44 to 56 pIf 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 pif at 7.06 BC- From BC- From 2 pIf at 2 plf at 7.06 to 15.50 to 2 pIf at 2 plf at 15.50 21.06 BC- From 20 plf 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 7.06 BC- 933 lb Conc. Load at 19.06,21.06 2'8" --- F 1'4�pj m i =4X4 3'10"2 4'9°9 1"f 1 166" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NP Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA 31' 20'0"1 23'11"15 31' 4'6"1 1 3'11°14 7'0°1 479 T10"2 20'3"9 24'1"11 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.117 AI 999 240 VERT(TL): 0.258 At 999 180 HORZ(LL): -0.028 C - - HORZ(TL): 0.061 C - - Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.520 TPI Std: 2007 Max BC CSI: 0.592 Rep Factors Used: No Max Web CSI: 0.845 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.19 Plating Notes All plates are 2X4 except as noted. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. o `,82 *: A Tt OF w 0' 0 ,rid tN rt° /$ SERIAL 0, 40 015A38 FF5B S1 BO 86<7F 48 00 99 2E 85 FB: rnlc Itc25 has Gean eMctrbnlral7y iignan and..saled. ny Manvel;C7irtma PifsL.Lfc•a4T187 f'an the date zhawnabeYDa.0 aSHAi ' acthent'-0tmcada- a rintod ccptas of t};is��cccmentarcnot cansidcrxd Oanad and; sra{ed and rh�cs"rtts: authentrcy0cnssddrnwtLn uarii;cd ccy an/c(cctiar4i::' capim, 6'10"5 ♦ Maximum Reactions (Ibs), or *=PLF Loc R /U /Rw /Rh /RL /W B 4037 12461 /- /- /- /6.0 AX*634 /368 /- /- /- /118 AC / 396 W / 984 Wind reactions based on MWFRS B Min Brg Width Req = 2.0 AE Min Brg Width Req = - Bearings B & 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 I-J 1060 -1800 T - U 1209 - 721 J - K 1093 -1847 U - V 1209 - 719 K - L 1095 -1853 V - W 1205 - 715 for 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 1384 - 857 Al- E 1874 -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 - B43 AW- R 2321 -1335 `*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in �b'icatingghandlin shipping,installingand bracing.,Refertoand follow the latest edition of BCSI (Building enSafetynfoationbTPIanSCAoaetypractcesior to performing these functions. Installers shall provde temporaryer BCI.Unlessnoted herwise,top chorllave properly attached structuralsheathing and bttomchord shallhavproppelyd ceilig Locations hown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, cable. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {2efer to is 160A-Z for standard plate positions. a division of ITW BuildinlComponents 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 pprofessional engineering responsibility solely for the design shown. The suitability ;e of this yawing for any structure is the responsibility of the Building Designer perANSI/TPI 1 Sec.2. nni/kin�ill�:uc Job Number: 136DCS109 4EDB-Arden 1969 "C" OL OW /DR Horton /4 Truss Label: B02 *'IMPORTANT'* FURNISH THIS DRAWING UL s require extreme care in fabricatin haDRA shitt ,nent Safety Information, by TPI and,SBCA) for saf ndlin ppergg��BCSI. Unless noted oiherwise,tpop chord shall icabe cApply platesito each ace of trussaandtpos is 160A-Z for standard plate positions. a division of ITW Buildinn rr,n,,,,,.,e.,... i ri 1, or for t acceptance any structure 1969 "C" OL OW Ply: 2 SEQN: 743852 / T3 / GABL Qty: 1 1 FROM: AH Wgt: 288.4 Ibs Page 2 of 2 4 •w � . „• 0- � `ni. 40 015A 38 FF 5B Si B0 BB7F 48 QO 99 2E &5 FB. 7f}It iterq,has horn cie[.tr6nluiftrs(gned:snu;zeaicd hp �ytenyel;Martinu `PE [-L. trc g473Hi}en thrca[esfwwnabave irteq.a 51lp.l aulfientkatlps'¢'ade' `t'iintodccpiespretlsdecMcnficnotcensi rads5gneaand'sapled, and2hcasta�tiuttentirpucnYa{n ig��t5e ueritsed a} aid/elcctian4c DRW: I / ... 03/30/17 AH-AN 1363 -842 R-AB 1042 1799 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. AK- F AL-G 4 -16 AT -AD 239 - 360 AM- H 22 -29 53 O-AU 113 -157 J-AN -28 72 -35 AV -AC Q-AW 185 -308 AO -AG 99 -19 AA- S 191 197 -313 - 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 'v ALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS I, installing and bracing. Refer to and follow the latest edition of SCSI (Building ractices prior to performing these functions. Installers shall provide temporary properly attached structural sheathin and bottom chord shall have a properly rrnaq estraint of webs shall have bracingg insslled per BCSI sections B3, B7 or B10, as shown above and on the Join?Details, unless noted otherwise. defer to omr iancrr,;c II9 not be responsible for any deviation from this drawing any failure to build the 1' eng neerl and responsibility solely for the design shownor . The suitability Ibility ofthe�uilding Designer per ANSI/TPI1 Sec-2_ Job Number: 136DCS109 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 Wgt: 11.2 Ibs / ... 03/30/17 12 6 C 2X4(A1) B ram, - C)4" 3 co A D 1' 1' 1' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 150 / 87 / 146 /- / 49 / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 / 11 / 19 /- /- / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D - C -14 / 29 / 27 / - / - / 1.5 Des Ld: 37.00 EXP: CMean Height: 18.50 ft HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 B Min Brg Width Req = 1.5 TCDL: 4.2 psf D Min Br Width Re Soffit: 2.00 BCDL: 5.0 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.171 g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.016 C Min Brg Width Req = Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 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: 15.01.01.0402.19 Lumber A- B 27 0 B- C 29 -19 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Bot chord 2x4 SP #1 Lumber value set "1313" uses design values B - D 0 0 approved 1/30/2013 by ALSC Mind ember design based on both MWFRS and C&C.qk� �. :••.� 1y '"{�i"9a�Axt'. 'iA3 ': $ / yam,. 46015A 38 FF-SB 82 B0 8B7F 4&00 99 2E 85 f.8.:, ttftz item hosheen el¢ctranlczv�:tr;naa znd scai¢d op Manucl;r+fartina :• PE IsL: Ile d4T192}'aq,lf!adaM Sltpi4ail?nVe rysiiiga StiAxl � ' " nuniantitaCicti roa¢_' . 9i9ntuG capias ¢f thas�cecrnant'z�a net cnnrlearad signed �nd�sw{edb ar;d itc5rticn8 ytilfiatAlcatten soft m. tNnuarifnci� aype ctim ' cap(ei: **WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and'SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary rliiv bracing per SCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 810, as applicable. Appigy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. )2efer to qmt e/ttlls,i c drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss In conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. For mok information see this'ob's general notes pacie and these web sites: ALPINE: www.al ineitw.com• TPI: www.l inst.or • SBCA: www.sbcindust .com; [CC: www.icesafe.or Job Number: 136DCS109 II Ply: 1 SEQN: 743794 / T16 / JACK 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 6 FROM: AH DRW: Truss Label: BJ3 I Wgt: 12.6 Ibs / ... 03/30/17 C 12 6 M O LO T � 2X4(A1) B M CV 4"3 —� A o 31 1 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W B 193 195 / 162 /- / 101 / 4.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 8 / 42 !- /- / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 D C 64 / 62 / 28 /- /- / 1.5 Des Ld: 37.00 EXP: C HORZ(TL):-0.004 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 19.00 ft TCDL: 4.2 psf Creep Factor: 1.5 B Min Br g Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.183 D Min Br Width Re g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.075 C Min Brg Width Req = Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft 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): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and A-B 27 0 B-C 29 -110 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 PrirllQfxCGplCi Or this ..ndcC d dowel ]fl11.Xita{CtI' ard gtcswE'autfientKatiw. i rlnstbo 9aritScd ce aiSjolectiarcic' 'e'ep(as **WARNING** READ, AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a require extreme care in fabricating, hand shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Went Safety Information, by TPI and SBC(1) fo'r safety practices prior to performing these functions. Installers shall provide temporary anztr c�er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly riggid ceiling. Locations shown for perrraanent lateral restraint of webs shall have bracing ins�alled per BCSI sections 83, B7 or 810, nm n2»eill.•;°tic icable. Apply plates to each face of trus� and position as shown above and on the Join Details, unless noted otherwise. defer to f Is 160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI9 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 r7�awing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS109 Ply: 1 SEQN: 743793 / T15 / JACK 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 6 FROM: AH DRW: Truss Label: BJ5 Wgt: 16.8 Ibs .. / ... 03/30/17 T � 5' 5' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 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 ft 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 #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. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.010 D HORZ(TL):-0.012 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)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.19 6tedcopiesorthkdi:=ent`ucntcdnslr_- ddgnedand 'srsliil ansl,if•.cSw'A S agtiicw•rtintRWs eadoiiiust 5e ortr11sc3 cv anytla.itaric' -'c6piei C i F ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 263 / 123 / 208 / - / 155 / 4.0 D .90 /17 /70 /- /- /1.5 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) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 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 t Safety Information, b TPI an r7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly 3!d ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 53, B7 or t 'le. 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. ane rm/x+n�rr,.r;ai4 a division of any see its drewing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS109 4EDB-Arden 1969 "C" OL OW /DR Horton Truss Label: EJ7 2X4(A1) —13 A 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 Des Ld: 37.00 3710 EXP: C NCBC Mean Height: 20.00 ft .00 Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 BCDL: 5.psf MWFRS Parallel Dist: 0 to Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4 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. i r en 1969 "C" OL OW Ply: 1 SEQN: 743792 / T19 / EJAC Qty: 16 FROM: AH DRW: Wgt: 23.8 Ibs • / ••. 03/30/17 C 12 6 ch o uo r ih �t 3 D 7' 7' Snow Criteria (Pg,Pf in PSF) Pg: Defl/CSI Criteria (/ NA Ct: NA CAT: NA Pf: NA PP Deflection in too L/defl L/# oc RximumJReac/iRw Rh / RL / W Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA B 336 / 155 / 257 / - / 211 / 4.0 Snow Duration: NA HORZ(LL): -0.022 D - D 171 / 26 / 102 /- /- / 1.5 C Code / Misc Criteria HORZ(TL): 0.031 D - 1/ 169 / 85 / - / _ / 1 5 Wind reactions based on MWFRS Bldg Code: FBC 2014 RES Creep Factor: 1.5 Max TC CSI: 0.533 B Min Brg Width Req = 1.5 D Min Brg Width Req = TPI Std: 2007 Max BC CSI: 0.368 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. ft FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 15.01.01.0402.19 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 .PrinSod copies. or tFas s document arc n;t censl�erzd sBgAeE,aAd taled' and gF"c yUthOAf'pt.I wd, must Se Nplif [(,n`jR}/CiCCtfdf.{I:' 2dp%s. Rcmu ANUIt-ULLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAV�NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handling shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI anSBCA for sae aPperg�BCSI. Unless noted otherwise,tpop chord lhall have properly attached structural sheagthintgl and bottom chord shall have a proprerly icable cAlpply platestto each aceoof truss angtPositionr restraint of above and onvthe Joint Details, unle s noted otherwise.B7kefe 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 oIf professiona engineering responsibility solely for the design shown. The suitability e of this drawing for any structure is gelIl responsibility of the Building Designer per ANSVTPI 1 Sec.2. information see this job's general notes page and these leb sites: ALPINE: wroxv.al ineitw.com TPI: www.t inst.o SBCA:_ wwwsbcindustry.com: ICC: t7nty �m/h�n�nfs'uc Job Number: 136DCS109 Ply: 1 SEQN: 743796 / T28 / HIP_ I 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 .. / ... 03/30/17 Loading Criteria (psq 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 4"3 �- 1'S" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.99 ft 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 "1313" 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 plf 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. 63" + 9110"1 6'3" 3'7" 6'1 "4 6'1 "4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 37' 6"1 9'3 iv CC Deft/CSI Criteria PP Deflection in loc L/defl L/# 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 •TAT OF of w k V 40.*o 5A 38:FF 5B BibO BB.7F 48 d0.993E 85.FB 14ils teem has heeneMrxronls�Hr sfanedand sedledhy Manucl;MzrtNaa;• PC t�.l,.,lk pd73971'en,thrdateshewnphnvc s.�inga SFi:.+.3 • 'auttientkSelcn wdec. ,viiniod ccples of tldA dremeofwa not cenkcrad sfdned znd'soaled •'aridihc's'<n.& iutricntkoeidn:co�c must 5o aprl(;cd cer an j dlcetrohY :'cap(asa Pi ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 330 /248 /- /- /- /4.9 E 385 1218 /- /0 /0 /1.5 D 29 /19 /- /- /- /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 Bot 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 it "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary tlrrdv bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to 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/TPI 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 ►awing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes oaoe and these web sites: ALPINE: www.aloineitw.com: TPI, www.tninst.ora• SBCA www_shcindtiMm rom• ICb www.irrsafn nm i Job Number: 136DCS109 Ply: 1 SEQN: 743838 / T26 / VAL 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Ard n 1969 "C" OL OW Qty: 1 FROM: GM DRW: Truss Label: MVi Wgt: 53.2 Ibs / ... 03/30/17 3-9"12 F TL12 I 11'I — 3'912 4' 4'112 02X4 D 12 m2x4 c 6 012X4 B A3X4(D7) n G 012X4 F 1112X4 1112X4 11'11'B 3'9"12 3'9"12 7'9"12 11'11"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 Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.006 G 999 240 A• 76 / 32 / 53 / - / 20 / 143 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.012 G 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 D - - A Min Brg Width Reg = - EXP: C Des Ld: 37.00 HORZ(TL):-0.011 D Bearing A is a rigid surface. NCBCLL: 10.00 Mean Height: 22.59 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.195 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: hj 2 to h TPI Std: 2D07 Max BC CSI: 0.127 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.096 P 9� A-B 48 -325 C-D 42 -97 Loc. from endwall: not i 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 48 - 251 GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 Maximum Bot Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/1/2013) A - G 327 -35 F - E 338 -39 Top chord 2x4 SP #1 G - F 334 -37 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Lumber value set "l3B" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC B-G 248 -209 D-E 162 -94 41 WindYI C - F 321 -258 Member design based on both MWFRS and C C.IV Right end vertical not exposed to wind pressure�lt�1 �'✓ Additional Notes See DWG VAL160101014 for valley details. % � 4D:0f 5A 38TF 5B 821B0 BB 7F 48 Wag 2E 85 FB thtsitem t'iasbecnekUronlraYips4 ,eev*and zcalnd by mnftael idartinea"• ii OL: d4T162F,;016e maM 3htiwnalauue lz9dB.a SHAai . aut7; ex�r#sasien code« PrinteC copies o1 tid'sdcceanest'xe not cnnslderad sPgnaa and. snsled andL46 oerlfkd ws any a;lectMnk cepimuz **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary anti bracing er BCSI. Unless noted otherwise,toq chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheSrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracintq installed per BCSI sections B3, B7 or 810, nfniir"its uc as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer 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 PI 1, or forlhandling shippin , installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professionR engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structute is the responsibility of the uilding.Designer per ANSI/TPI 1 Sec.2. For more information see this 'ob's cieneral notes Paqe and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ]CC: www.iccsafe.or 0 Job Number: 136DCS109 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: MV2 Wgt: 42.0 Ibs .. / ... 03/30/17 i 5'912 9'11"8 s r- 5'9"l2 + 4'1"12 r 9'11"8 69"l2 4'1"12 5912 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt 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 L/defl L/# Loc R / U / Rw / Rh / RL / W A• 76 / 31 / 52 /- / 19 1119 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.031 E 999 240 BCLL: 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 - - A Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL):-0.015E - - Bearing A is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 23.09 ft TCDL: 4.2 psf Creep Factor: 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.280 Maximum Top Chord Forces Per Ply (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)/10(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 Corn Chords Tens Co - Lumber Value Set: 13B (Effective 611/2013) 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 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. STATS OF 8 k,B0 88,7E 48'00-99 2E 85.'17B: nnl4lty rJmnea and scale dbytdanu ljA.rtl-4 d iiamsftown*6C vUsing DSHA.I . authcntkaticn codc- stantedccpleidlthisdecuMMe .Ia not censldcred signed and scaled and ehcSSZA*?'futWcntiQtlrinlr✓Jeinust�5c 4arliCd en'anyel<ettcnk dcpfci A-E 291 -28 E-D 299 -31 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - E 368 - 320 C - D 169 - 81 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW NG! "IMPORTANT— FURNISH THIS DRAW NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) 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 d;id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to 60A-Z far standard plate positions. / nnr!v vision of ITW BuildiagComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the iformance with ANSI 1, or for handling shippin, installation and bracing of trusses.A seal on this drawing or cover page drawing indicates acceptance of professlona� engineering responsibility solely for the design shown. The suitability A this 9�awing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS109 I Ply: 1 SEQN: 743842 / T21 / VAL 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Ard n 1969'C" OL OW Qty: 1 FROM: GM DRW: Truss Label: MV3 Wgt: 32.2 Ibs / ... 03/30/17 I3'912 4'1"12 Loading Criteria (pso 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 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 23.59 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: I C&C Dist a: 3.00 ft Loc. from endwall: not i GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and Right end vertical not exposed to wind press Additional Notes See DWG VAL160101014 for valley details. -ea to h 9.00 ft 1 1 E 1112X4 012X6 T11"8 T912 4'1"12 T912 T11"B Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF 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): -0.007 E 999 240 A' 76 / 31 / 52 /- / 19 / 95.5 Lu: NA Cs: NA VERT(TL): -0.009 E 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.005 C - - A Min Brg Width Req = - HORZ(TL): -0.007 C Bearing A is a rigid surface. Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.218 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.129 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.129 A - B 39 - 245 B - C 39 -107 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. A - E 245 - 20 E - D 257 - 23 Kid 1471 9 .� ft A4o R � `$TAT8 OF _ irw,01 jON A� AN SER(AL> , ,. ,41Q:01.5Ai3 :i F,513kVBB.7F4800992E85FB This item h'as peen eloaronto ly sipad and sealed by mantic! Martine<, - PS [i:t., Ile: daT3P1)'en tha date shawaabnuotrsng a SHA.1 aUthCntl[.11lCn <OdC. Printad copies of this dt<utnendass not censicemd signed and scaled and thesitit.1au61r tuatlan'codamistbevennadmany cie<tranic cc pteu Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - E 329 - 254 C - D 192 - 94 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building rent Safety Information, byy TPI an � SBCA) r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d rig9id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insjalled per BCSI sections B3, 67 or B10, cable. Apply plates to each face of Truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to is 160A-Z for standard plate positions. a division of ITW Buildin Componerjts Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSIT�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing, indicates acceptance of professlona engineering responsibility solely_for the design shown. The suitability any rTridq 0 M Job Number: 136DCS109 Ply: 1 SEQN: 743844 / T18 / VAL 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: GM DRW: Truss Label: MV4 Wgt: 22.4 Ibs .. / ... 03/30/17 -�6w3 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: 24.09 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 "l3B" uses design values approved 1/30/2013 byALSC 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 loc Udefl U# Pf: 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)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.19 a.f+�•.a;ca�.; +� wv s SER#AL':s€; 401.015A38:FF58 81•80 0311' 48 00.99 2E 85 FB` Hitt. item figs buera eleuranlofiysi�ncd znd sated by Mnnaml:MSrtinaj;, E tE�,�lYc •p4r1921�en thedatc hownpbgry u:iiig a SHAM authenW.aelcn cnd� 9ilntod ccples olYiks dccum=tarenotcendl crzd dgnecands 1a4 andthr.'Sw42tauthenlltatleniCiJbinit5[ hn vedl;'ad'on`anyilectiabte aop(atn t 1 ♦ Maximum Reactions (Ibs), or'=PLF Loc R / U / Rw' / Rh / RL / W A' 76 /29 /51 /- /18 /71.5 Wind reactions based on MWFRS A Min Brg Width Req = - Bearing A 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 258 -140 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI andSBCA) toy safety practices prior to performing these functions. Installers shall provide temporary nnty bracing'Ter BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache J id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to imrn�»eillr; uc 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 shippin , installation and bracing of trusses.A seal on this drawing or cover page. . listing this drawing, indicates acceptance of professlona� 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 Dace and these web sites: ALPINE: www.alnineitw.nom, TPI, www tninst_nrn• CRr.A- www._chrindustr rnm- Ice• www ,rrsafe orn Job Number. 136DCS109 I Ply: 1 SEQN: 743846 / T8 / VAL 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arde 1969 "C" OL OW Qty: 1 FROM: GM DRW: Truss Label: MV5 Wgt: 14.0 Ibs .. / ... 03/30/17 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 d:: Des Ld: 37.00 D Mean Height: 24.59 ft .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: t Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not i 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 "1138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and CM Additional Notes I See DWG VAL160101014 for valley details. 12 1112X4 B 6 3X4(D1) t`I A I I i r 1112X4 3'11"8 3'11"8 3' 11 "8 Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA A* 75 / 27 / 50 /- / 17 / 47.5 Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): ,0.006 C - A Min Brg Width Req = - HORZ(TL): -0.008 C - - Bearing A is a rigid surface. Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.179 to h TPI Std: 2007 Max BC CSI: 0.136 Rep Factors Used: Yes Max Web CSI: 0.106 .00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 15.01.01.0402.19 WAVE No 047182 y is a � sy R aY STAVE OF T 0p,��. : P\A- L SERIAL 0; 4fl 01.5A 38:FF 5B 81 BO BO 7F 48 0099 2E 85 FB ihls item itas beenale[tfonWtty signed and csaled by m2fi e(martinea,- PF.f+'L:Uc:a47'1p21an thcdatc shown abaue'u:snga SHA�.7 authentkaslaacodn. Printod copies et tiffs dccument me not considered signed and —led andthc swA«l authentication codr mist Le vedfrd m aiiy electrank coplcu 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 DRAWNG! **IMPORTANT** FURNISH THISIDRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS I require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Went Safety Information, byy TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy Cie. Unless noted olherwise,top; chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly Briggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, Cie. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (Refer to Is 160A-Z for standard plate positions.) a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI/TPI 1, or for,handling shippintq, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance, of professions engineering responsibility solely for the design shown. awing for any structure is the responsibty of the The suitability ;e of this drawing for uilding Designer per ANSI/TPI 1 Sec.2. �hi)Xillr'iff�ue 1 A 0 Job Number. 136DCS109 Ply: 1 SEQN: 622248 / T20 / SPEC I 4EDB-Arden 1969 "C" OL OW/DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 7 FROM: AH DRW: Truss Label: 4M1 Wgt: 25.2 Ibs / .. 03/30/17 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 " i^YAC 7 T 7"4 i 1' 5'8"8 5'8"8 $♦ 31-I t Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflect!on in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft 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 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :Rt Bearing Leg 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. Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA VERT(LL): -0.023 E 999 240 VERT(TL): 0.030 E 999 180 HORZ(LL):-0.009 E - - HORZ(TL): 0.012 E - - Creep Factor: 1.5 B 293 / 126 / 218 / - / 101 / 8.0 D 214 / 114 / 137 / - /- / 1.5 Wind reactions based on MWFRS 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: 0.325 FT/RT:20(0)/l0(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEWVer:16.01.01B.0614.20 A-B 19 0 B-C 52 -131 WAVE s 04 7. , R ".�SAi;i:lam ;OF 4 SER1Ai; ts:... 40'01.5A 38;EF?58 81'B0 863F 48 00 99 2E 85 FB :ails ltcrn �bs been ekrxronlnt}y sgned�rlsf scalec+oy inanucfriartlna�, `?E fi.L:lk;gdT3AZ.Ien;tfie-6" 2- SMM abVW tying a SHA.l auttinntrtaslcn Coda_ sildtodccples or tl'15 dccurnenE arc net canslderxd signed and scaled 'andthc3741=.i`aut8nnticaiidn [oda must iin vcri('cd m any rleetrork -'copies:. 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 - 36 C - D 1340 - 640 I **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 tZafety Information, by TPI and SBCA) for safety practices prior to performing,these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly did ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, le. Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to 60A-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 ANSIi� 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 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number. 136DCS1 D9 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Ply' 1 SEQN: 743858 / T5 / GABL Truss Label: 4M1GB I QtY 1 FROM: AH Wgt: 28.0 Ibs 3' 4,4 510"4 1' 2 3' 1'4" 1'6"4 E 4 D C N M 2X4(A1)B 1" �A 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: II Des Ld:37.00 EXP: C NCBCLL10.00 Mean Height: 15.00 f: Soffit: 2 pp TCDL: 4.2 psf Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 43 Lumber value set "13B" 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& Right end vertical not exposed to wind pressure. Additional Notes See DWGS A16015ENC101014 & GBLLETIN10A4 for gable wind bracing requirements. I 6' r y DRW: / •.. 03/30/17 1' 3' 4-4" 5,1D„4 1�] 2 �I Snow Criteria (Pg,Pf in PSF) Pg: NA Defl/CSI Criteria P Ct: NA CAT: NA PP Deflection in loc L/deFl L/# Pf: NA Ce: NA LoMaxRlmum�Reac�iR Rh / RL / W Lu: NA Cs: NA VERT(LL): -0.003 H 999 240 VERT(TL): 0.003 H 999 180 B. 85 / 40 / 61 /- / 17 / 72.0 Snow Duration: NA HORZ(LL): -0.003 E Wind reactions based on MWFRS HORZ(TL):-0.004 E - - B Min Brg Width Req = - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES TPI Std: 2007 Max TC CSI: 0.163 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max BC CSI: 0.057 Max Web CSI: Chords Tens.Comp. Chords Tens. Comp. FT/RT:20(0)/10(0) 0.072 Mfg Specified Camber: A - B 19 0 C - D 6 -114 Plate Type(s): B - C 14 -178 D - E 12 -40 WAVE VIEW Ver: 15.01.01.0402.19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 276 - 25 G - F 289 - 27 H - G 285 - 26 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. D - G 42 - �79 E F 112 41 a a 13TAtT8. OF 40 015A 38 FF SB 81,BO BB 7F 4s 00992E S5 Ft3 mtz rtem ffas Gcen eMrxianiotiysl�ned nnsf.scalorf hy.Manrai r,7artiqu ?F.f l tfc:md7167i na tiirsiateshoW6nbgVo/azfnga SHAxl . auttimtkaticn rodc: Prumad copies of tfdsdccunent�are not censlderarl rgmed and,.cgaled: and tic5!zA+.i autlirrA7catlenYOJt iifiist 60 4arllicd m5rr}iplcctrarJc CfIpIOL �.arcrvtrvu-- rttAD jAND FOLLOW ALL NOTES ON THIS DRAWINGCLUDING ! TALLERS s require exttrTANT�- FURNISH THIS reme care n fabricating, hantll % shipping,OALL installing aandCb OR g. Refer to and follow the latest edition of BCSI (Building Went Safety. Information, by TPI anc7'SBCA f ' perg�BCSI. Uggnless noted oyherwise,top chord shall haverproperiy, attached performing sheagthingl and bottoainechordashpall havtemporary a pproperly icabQe cgppTy p ales to each face of trtissaandtpo5ltionr restraint of above and onv2he Joinf Deta IsedUnlees noted LionsotherB3, B7(? r to' Is 160A-Z for standard plate positions. a division of ITW B ANSI Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the / this conformance Indicatesl/ acice' tancehandling pfessionai' engineeio nganresponslblllty solely for the design awing or The surtabili e of this 9�awing for any s�ructure is the responsibility of the building Designer per ANSIlTPI 1 Sec.2. ty information see this lob's general notes a e and ihese web sites: ALPINE: www.al ineitw.com, TPI: www. instor • SBCA: www.sbcindustrv.com• irr.• I Job Number: 136DCS109 Ply: 1 SEQN: 745656 / T27 / COMN 4EDB-Arden 1969 "C" OL OW ]DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 2 FROM: GM DRW: Truss Label: 41-1 Wgt: 36.4 Ibs .. / ... 03/30/17 T to T r r 3 15 12 4 r—� Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " 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 "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 3 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)/l 0(0) Plate Type(s): WAVE 10, 5' C=4X6 III LJl4 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.023 F 999 240 VERT(TL): 0.028 F 999 180 HORZ(LL): -0.007 F - - HORZ(TL): 0.009 F Creep Factor: 1.5 Max TC CSI: 0.320 Max BC CSI: 0.213 Max Web CSI: 0.078 Mfg Specified Camber: VIEW Ver: 15.01.01.0402.19 SERIAL #. . 4f):015A8$'FF 56 81 B0 BB 7F 48 0099 2E 85 FB thli,ltem hSs beets ek[iraslnUy signed end scaled by Mlanuel'MartMar, PE(R, Ifc: 447;6 fen tbaeata thaw. pb6vc .Ing a SHA•i. autmantkatinom9e. annma topic: of thn document are not cansirorad vg-a and scaled and the sNA-d autTcnucatim coda mtst 6e 4aritiod'many eiectfank. copier, ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 433 / 205 / 272 / - / 79 / 4.0 D 433 / 205 / 272 / - /- / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = 1.5 Bearings B & D are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 C-D 810 -638 B-C 809 -638 D-E 19 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 575 - 620 F - D 575 - 620 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 206 - 48 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW NGI ANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS me care in fabricating, handlinp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ormation, by TPI an SBCA) fo'r safetypractices prior to performing these functions. Installers shall provide temporary ass noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to a y J: nm/.�rntif�r ��r line, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ss in conformance with ANSIPI1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page Ling this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability d use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. more information see this iob's General notes oaae and these web sites: ALPINE: www.aioineitw.mm, TPI, wwwAninsLom, SIRCA, wwwshcindust v enm• ICC- www_ic safe. i Job Number: 136DCS109 I Ply: 1 SEQN: 745654 / T30 / HIPS 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969' C" OL OW Qty: 1 FROM: GM DRW: Truss Label: 41_2 I Wgt: 44.8 Ibs .. / ... 03/30/17 12 4 2X4(A1) B A 3'1"12 3'1"12 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-1 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II C EXPDes Ld: 37.00 Mean 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 Distt 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft I Loc, from endwall: A y GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads -(Lumber Dur.Fac.=1.25 / Plate Dur,Fac 1.25) TC- From 55 plf at -1.00 to 55 plf airy 3.00 TC- From 27 plf at 3.00 to 27 plf at 7.00 TC- From 55 plf at 7.00 to 55 plf ai 11.00 BC- From 4 plf at -1.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 3.03 BC- From 10 plf at 3.03 to 10 plf at 6.97 BC- From 20 plf at 6.97 to 20 plf at 10.00 BC- From 4 plf at 10.00 to 4 plf at 11.00 TC- 124 lb Conc. Load at 3.03, 6.97 TC- 62 lb Conc. Load at 5.00 BC- 79 lb Conc. Load at 3.03, 6.97 BC- 49 lb Conc. Load at 5.00 Wind Wind loads and reactions based on MWFRS. 7' 10' 4' 3' X4 C = 4X6 \ E=2X4(A1) Li F H G 1112X4 = 3X4 3'6"12 3'3"8 1, 6'8"8 10, Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W B 617 1300 /- /- /- 14.0 Pf: NA Ce: NA VERT(LL): 0.029 G 999 240 Lu: NA Cs: NA VERT(TL): 0.064 G 999 180 E 617 / 300 / - / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.009 G - - Wind reactions based on MWFRS HORZ(TL): 0.020 G - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 1.5 E Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.232 Bearings B & E are a rigid surface. TPI Sid: 2007 Max BC CSI: 0.316 Rep Factors Used: Yes Max Web CSI: 0.050 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. 1 A - B 19 -14 D - E 578 -1262 Plate Type(s): VIEW Ver: 15.01.01.0402.19 WAVE 1 B - C 576 -1267 E - F 19 -14 C-D 525 -1213 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1182 - 531 G - E 1178 - 533 H - G 1200 - 527 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 126 0 G-D 131 0 C-G 14 0 .Dilnlod copies of dpi:,d and, scaled; ..d ihe'3srnx: aukAcnt�spttan lo�u.mt�t Lo uprll;c� rr anjjcicctranic' .'erso(m , ..WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT- FURNISH [THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro perly riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginsalled per BCSI sections B3, B7 or B10, icable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. (Refer to Is 160A-Z far standard plate positions. a division of ITW Buildin Comppnents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineerin responsibility solely for the design shown. The suitability ;e of this drawing for any structure is the responsibility of the �ullding Designer per ANSI/TPI 1 Sec.2. aney .. �Itl/ktltt'iu5'�c Job Number: 136DCS109 Ply: 1 SEQN: 745650 / T31 / JACK 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 4 FROM: GM DRW: Truss Label: 4BJ1 Wgt: 11.2 Ibs / ... 03/30/17 12 4 C 2X4(A1) B L I ►` Y5 AIf r- D 1' 1' 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 147 / 100 / 133 / - / 29 / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 10 / 11 / 19 /- /- / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - C -13 / 24 / 26 /- /- / 1.5 Des Lid: C: 37.00 Height: HORZ(TL): 0.000 D - - ei Mean Hei15.00 ft Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 1.5 NCBCLL: 10.00 TCDL: psf B Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.172 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.018 C Min Brg Width Req = Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 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): Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 19 0 B-C 20 -9 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "1313" uses design values B - D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. ♦��tt�$ Aid ,e1.. @ i No 04.7 1: .2 ar s ..+f FS Y wR '.4i 4wl 4% SERIAL 40 01.5A-38 FF 5B 81 BO BB,7F 48 00 99 2E 85 FB:, ihisstom fins Deers eierRrnnlratiy s4�ued andsealed hy.blanuef Martinnsi PE FL.itc:Ra71821en.the date shown.abaVo s.:.Ii. s11A..•1 authentkaiieocode. Printed copies of if" dcccment arc not considered signed and —tail. and'tfs StiAxi aUthenil[atlon fade mlz:t LO Noriiiddm �RyCICC[fdRiC: copies: "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) fo'r 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 attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections have a propperly rtrrty B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to Din;:xtrrl/>;'+ c drawings 160A-Zlfor standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the in truss conformance with ANSI/ PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or listing this drawing indicates acceptance of rofessionalo engineering responsibility solely for the design shown. and use of this) gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. cover page, , The suitability =or more information see this lob's general notes page and these web sites: ALPINE: www.aliiineitw.com: TPI: www.toinstora: SBCA: www.sbaindust—rom, ICC• www_ic cafe_nm i Job Number: 136DCS109 I Ply: 1' SEQN: 745648 / 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 / ... 03/30/17' 4 12 C 2X4(A1) B co ti V A L1_ P� I p Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7- 0 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: I Spacing: 24.0 " C&C Dist a: 3.00 1 Loc. from endwall: Any GCpi: 0.1 Wind Duration: 1.0 Lumber Value,Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design val approved 1/30/2013 byALSC Wind Member design based on both MWFRS 3' 1 EIL 3, Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W B 190 / 87 / 151 / - / 57 / 4.0 Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 49 / 7 / 38 ! - / - / 1.5 Snow Duration: NA HORZ(LL): -0.003 D - C 62 / 43 / 25 / - / - 11.5 HORZ(TL):-0.004 D - Wind reactions based on MWFRS Code /-Mist Criteria Creep Factor: 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.171 D Min Brg Width Req = - to h/2 TPI Std: 2007 Max BC CSI: 0.072 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/l0(0) Mfg Specified Camber. Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 15.01.01.0402.19 A-B 19 0 B-C 20 -61 C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 .v'r7n1e� ceplec of th3xdccaxnentue net cansl�_rad. ugnedand, zralad 'ar;dihc5wl�'aut4"ent+cat+dri;rajuinustf;o!�arll;cd ar arv/�leciranic' copfau� "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWNGI —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, inand bracing. , Refer to and follow the latest edition of BCSI (Building Went Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted O'herwise,top chard shall have properly attached structural sheathin and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing in ailed per BCSI sections B3, B7 or B10, icable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to Is 160A-Z for standard plate' positions . a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSIgPI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page, this drawing, indicates acceptance of professtona engineering responstbllity solely for the design shown. The suitabdtty Array omfri7xanl..r,f� more information see this lob's aenerallnotes oaoe and these web Job Number: 136DCS109 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: 745652 / T33 / HIP_ FROM: GM DRW: / ... 03/30/17 2.83 C T CV 2X4(A1) B 3', F,15, A D 1 r5" 412113 412113 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 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: II Snow Duration: NA HORZ(LL): 0.002 D C 62 /47 /- !- /- / 1.5 Des Ld: 37.00 EXP: C Mean Height: 15.00 ft HORZ(TL): 0.002 D - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 4.psf Code / Misc Criteria Creep Factor: 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.087 D Min Br g Width Req = ' Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.056 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C8C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) 0.18 Wind Duration: 1.60 Plate Type(s):n: WAVE VIEW Ver: 15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A- B 6 -4 B- C 14 -11 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces. Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "1313" uses design values B - D 0 0 approved 1/30/2013 by ALSC Loading�� Hipjack supports 2-11-8 setback jacks with no webs. tiff Wind�1� . •«asa;. Wind loads and reactions based on MWFRS. A* NA 40:015A 38 Ff 58 S1,BO B8 7F 4t00 99 2E:&S:FB., Printnaccpm or this dccunent arc nai eentldered s�gneE andsra{ed. and thc5�(!i*.i iutTentupslcniadcrust So,Niirltrd'an anyslretiai•.ic, cnples< —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 , shippinginstalling and bracingRefer to and follow. the latest editionpof BCSI (BpuilsdinryrygrrnavCompon bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilingg Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, as applicable. P pp!y plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to �mf i2nfflr;p4 drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/ fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this tl�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information'see this iob's general notes oaae and these web sites: ALPINE: www.aloineitw.mm• TPI•-tninst o SRCA• www i.... F...... Job Number: 136DCS1 D9 I Ply: 1 SEQN: 622251 / T41 / SY42 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arflen 1969 "C" OL OW Qty: 1 FROM: AH DRW: Truss Label: FT1 I Wgt: 100.8 Ibs / ... 03/30/17 1-2„ 1 4 �{ (TYP) =2X4 W=3X4 =2X4 A B C D E F G H I J K L M N O P ae AH Q v ri 8 3T8 AI —2X4 1 R AG AF AE AD AC AB AA Z Y X W V U T S W=3X4 = 187'8 I � I 187n 8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.000 P 999 360 R' 109 /- /- !- /- /223 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.000 P 999 240 AG Min Brg Width Reg = - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.000 B - - Bearing AG is a rigid surface. Des Ld: 55.00 EXP: NAght: NA ft HORZ(TL): 0.001 B - - NCBCLL: 10.00 TCDL: Mean Height: psf Code ! Misc Criteria Creep Factor: 1.5 Maximum Top Chord Forces Per Ply (Ibs) Soffit: 0.00 TCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.072 Chords Tens.Comp. Chords Tens. Comp. Load Duration: 1.00 MWFRS Parallel Di t: NA TPI Std: '2007 Max BC CSI:, 0.018 A - B 0 0 1-1 0 0 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.031 B - C 0 0 J - K 0 0 Loc. from endwall: A FT/RT:20(0)/10(0) Mfg Specified Camber: C- D 0 0 K- L 0 0 I: NA GCpi: NA Plate Type(s): D- E 0 0 L- M 0 0 Wind Duration: NPR WAVE VIEW Ver: 16.01.01 B.0614.20 E - F 0 0 M - N 0 0 Lumber F- G 0 0 N- 0 0 0 G-H 0 0 O-P 0 0 Value Set: 13B (Effective 611/2013) H - 1 0 0 Top chord 4x2 SP #1 Bat chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bat Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design value Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC AG-AF 0 0 Y- X 0 0 t*fw f*11,111,0Y� AF-AE 0 0 X-W 0 0 Bracing �AE-AD 0 0 W- V 0 0 Sheathing is required for any longitudinal( rag) AD -AC 0 0 V - U 0 0 forces. All connections to be designed b he building 1q •"�k�*''• 9 Y 9 «g,'�y, . +, +� AC -AB 0 0 U- T 0 0 designer. M. �,,.�" AB -AA 0 0 T- S 0 0 Fasten rated sheathing to one face of thi frame. .t AA- Z 0 0 S - R 0 0 Plating Notes ,•' n' •V11,r All plates are 2X4 except as noted. ,4 M, Maximum Web Forces Per Ply (Ibs) Additional Notes ;: Z Webs Tens.Comp. Webs Tens. Comp. S+ AH-AI 0 -4 P-R 0 -46 Webs are square cut except dbl diagonals or as ; t « '"+ otherwise shown. I 0 0" .� +s�°' A -AG 0 - 48 R- Q 0 - 9 " _ Truss must be installed as shown with t p chord up. ""� .0 � r� "s7"��A Maximum Gable Forces Per Ply (Ibs) �xr Gables Tens.Comp. Gables Tens. Camp. $� 4. B-AF 0 -133 J- X 0 -133 44:0i5A 3&F6 59 91 B0$6,7F 48,00=993E 85 fB. C -AE 0 -13K - W 0 -133 D-AD 0 -1333 L-V 0 -133 In1Sltcrnhashcen"ektxrronlcaNys4nedancsealndbymanecfrnaritna�, E-AC 0 -133 M-U 0 -133 8i f L lC[ pd749ilsn the dSoz 3fwwnDt nverz9ng a SHA+3 autheri[fcatrctscode: F -AB 0- 133 N- T 0 -134 G-AA 0 -133 O-S 0 -133 v.Yrnpgd.coplesoleh zudttunentwenri ccnsl�ered slgneepnd scaled H-Y 0 -133 9dd.S4A4'uth' lcatitinggifir tst6arc'rtY cd art anyrlat�ank reopfoi,'• "WARNING i READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary 'Ell bracing per BCSI. Unless noted a herwise,top chard shall have properly attached structural sheathingand bottom chord shall have a propperly `/ attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections 63, B7 or B10, am h2rti14s'uc as applicable. App y plates to each ace of truss and position as shown above and on the Joint Details, unless noted otherwise. f�efer to I drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Corponents 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 protessrona engineering responsibility solely for the design shown. The suitability and use of this drawing for anylstructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS109 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 ... / ... 03/30/17 67'8 + 8'7"8 187'8 67'8 2' 10, 2'6" �� 2'6" i_3 1� 1112X4 A B C D z 2X4 v =2X4AA 1 3"8 Y X W V U 112X4 =5X6 =5X6 =5X6 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: 133 (Effective 6/l/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 Plating Notes All plates are 4X6 except as noted. Camber Max JT VERT DEFL: LL: 0.34" DL: 0.24". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. N 1-+— 2 6 3 12'�3.1 — 2 6„ W=3X4 =2X4 1112X4 =3X4 1112X4 1112X4 E F G=3X4 H I J K L M T S rK =4X4 u P O 1113X6 W=3X4 187'8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in [cc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.341 T 637 360 Y loll /- /- /- /- /7.5 Lu: NA Cs: NA VERT(TL): 0.534 T 407 240 N 1012 /- /- /- /- /4.0 Snow Duration: NA HORZ(LL): 0.039 N - - Y Min Brg Width Req = 1.5 HORZ(TL): 0.061 N - - N Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor: 1.5 Bearings Y & N are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 1.000 Bearing Y requires a seat plate. TPI Std: 2007 Max BC CSI: 0.769 Rep Factors Used: Yes Max Web CSI: 0.611 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 0 - 921 G - H 0 - 3630 WAVE VIEW Ver: 16.01.01 B.0614.20 B - C 0 -2409 H - I 0 -2995 C- D 0- 3736 1-1 0- 2995 D- E 0- 3754 J- K 0 -1745 E-F 0-3759 K-L 1 0 F - G 0 - 3759 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Y-X 0 1 S- R 3835 0 X- V 1819 0 R- Q 0 0 g t+ •yy,,7,,,,��}+�k W- V 0 0 R- P 3435 0 V - U 3109 0 P - O 2472 0 U- T 3754 0 O- N 986 0 "*p"K,I f$ /gyyy ppy'oi T - S 3838 0 Maximum Web Forces Per Ply (Ibs) .« Webs Tens.Comp. Webs Tens. Comp. w 4' Z-AA 0 25 G-R 0 -377 -,STAVE CIF. � A-Y 0 -977 R-H 307 0 A- X 1282 0 H- P 0 - 598 X - B 0 -1248 I - P 0 - 71 +,r" B- V 821 0 P- J 710 0 - 97 0 -10111 C - U 964 0 O -O K 105 S U- D 0- 371 K- N 0 -1372 4D:015A 38FR-58 " 48 E - T 189 -145 L - N 0 -40 ,BQ_ba;W 00 99 2E'85113 , _.- T-G 310 -380 N-M 0 -7 Vrinlod copies or th3s�decumeni%nc not cantl&rad algnad and'saatad andthe'SStMi`lutli"antuptidn [odc must 6o vcAfiai^i aivjplact�anic cc9feis "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) far safety practices prior to performing these functions. Installers shall provide temporary pn bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Y attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Appiy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. fifer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildincc�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this U�awing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineltw.com• TPI: www. inst.or ; SBCA: www.sbcindus .com• ICC: www.iccsafe.or Job Number: 136DCS109 4EDB-Arden 1969 "C" OL OW /DR Horton /4 Truss Label: FT3 VY �{ 1112X4 -4; A B "v =2X4S 1 yi Q I=4X4 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 NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel !st: NA Spacing: 24.0 " C&C Dist a: NA q 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 va ues approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes + 2x6 continuous strongback. See de ail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diag pals or as otherwise shown. Truss must be installed as shown with top chord up. Ply: 1 SEQN: 622257 / T43 / SY42 1969 "C" OL OW Qty: 4 FROM: DJH DRW: Wgt:89.6lbs / ... 03/30/17 67"8 + 87"8 l 1410"8 67'8 2' 63 - 2'6" 2'6" C D P O N =4X6 1112X4 F{ f-- 2'1 "8 2'6" 1'3n -- =4X6 1112X4 E F G H 1= 2X4 M L K J M 1112X4 =4X6 -4X6 14'10"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.137 N 999 360 Q 804 /- /- /- /- /7.5 Lu: NA Cs: NA VERT(TL): 0.239 D 721 240 J 806 /- /- /- /- / 3.0 Snow Duration: NA HORZ(LL): 0.025 B - - Q Min Brg Width Req = 1.5 HORZ(TL): 0.046 B - - J Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor: 1.5 Bearings Q & J are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.407 Bearing Q requires a seat plate. TPI Std: 2007 Max BC CSI: 0.731 Rep Factors Used: Yes Max Web CSI: 0.367 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 1 0 E- F 0- 2117 WAVE VIEW Ver: 16.01.01 B.0614.20 B - C 0 -1323 F - G 0 -1320 C-D 0 -2102 G-H 1 0 D-E 0-2318 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Q-P 768 0 M-L 2315 0 P- O 1850 0 L- K 1838 0 O-N 2318 0 K-J 772 0 e N-M 2318 0 RRye a«•«wt«• J>... �,.!?1��'1`•'�►_ Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. • *. {) ID R-S 0 -3 M-E 196 -122 • f A-Q 0 -47 E-L 0 -495 Q-B 0-1070 L-F 450 0 '- B-P 771 0 F-K P- C 0 -721 0- 734 K- G 762 0 C- O 400 0 G- J 0 -1075 O - D 0 - 455 H - J 0 - 42 D-N 129 -137 J-I 0 -7 ki 4Q:015A 3$:FF 58 B-110 se 7F`48-00 99 2E85 FI3, ails ihcrvi has: been eMsaranlca4r s{3nedansi iea!eL by rAangclrAartlnerr Et'rl,�ltc: gi7392tc[r tha�MsllOWnibCVey.inga StiA.l authontkSelcn cndc_ ,Frintad c•plas, of thisdccamank ara not conslderad sfgnee and —lad bridmtut 6 uer&ti o ai jelcctiank: -:copfei< "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in' fabricatingg handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information,Jbyt TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rrui y bracing per BCSI. Unless notess o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Location's shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, �hr n¢i Lr, iic as applicable. App�y plates toleach face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to f drawings 1.60A-Z for standard Plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling 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 �aw)ng for any structure is fhe responsibility of the no Designer per ANSI/TPI 1 Sec. 2. For more information see this iob's oeneral notes oaae and these web sites: ALPINE: www.aloineitw.com: TPI: www-tninsf.oro: SBCA, wwwshcindustm com, ICC, www_ic cafe_orn Job Number: 136DCS109 Ply: 1 SEQN: 622295 / 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 .. / ... 03/30/17 T 3y'8 V =2X4 67"8 + 87-8 147'8 67"8 2' 6' 3 �- VY-� f 2,6n 2,61,10„8 1- 2,6„ .1. 1,3,E III2X4 =4X6 =4X6 III2X4 A B C D E F G H =4X4 =4Ab IIILX4 IIIZX4 =4X6 =4X6 147'8 Loading Criteria (psi) 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 L/defl U# Loc 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 /- /- /- /- /7.5 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 Brg Width Req = 1.5 Des Lit; 55.00 EXP: NA HORZ(TL): 0.045 B - - I Min Brg Width Req = - Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Code/ Misc Criteria Creep Factor: 1.5 Bearing P is a rigid surface. Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.426 Bearing P requires a seat plate. 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) 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 E - F 0 -2073 Wind Duration: NA WAVE VIEW Ver: 16.01.01 B.0614.20 B - C 0 -1294 F - G 0 -1288 Lumber C- D 0 -2044 G- H 3 0 Value Set: 138 (Effective 6/1/2013) D - E 0 - 2233 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "'I 3B" 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 Plating Notes 8l19 ¢y�,�� M _ M 2233 00 J - I 757 0 All plates are 3X4 except as noted. 4 �� Maximum Web Forces Additional Notes �+ « �' "; �� Per Ply (Ibs) + 2x6 continuous strongback. See detail Webs Tens.Comp. Webs Tens. Comp. STRBRIBR1014 for bracing and bridging + :` {' Q`; Q - R 0 -3 L - E 238 -125 recommendations. �' W' i• A-P 0 -47 E-K 0 -507 Webs are square cut except dbl diagonals or as '■; P - B 0 -1049 K - F 468 0 otherwise shown. .. w B- O 752 0 F- J 0 698 Truss must be installed as shown with to chord u P P• " r AT O O-C 0• -716 J-G C- N 379 0 G- I 738 0 0 " ; ilv"ft -1057 N-D 0 -421 I-H 0 -15 •- g' ja+' vr`�+a D - M 112 -144 H - 1 0 -45 40:015A 38 FF>5118I BO $B-7F 48 t30 99 2E 85,FB. ii4'iu'mirasheuts e4ectronlra5tp's�nce"mnd'sealedby Ulanuel Martlnut, Pe (SL„i&,•u47182Inn thedibc ihcwn pbou6 using a SHh-1 authentiratidncoda. srinipd,ccpicaordsh;doc.m-l'a* not mnslcefod dgnadand: ap W 'gndihe5sin S�iu[6enticaiton%aJuinust 6ayadfc3 tr5nyelacttanir .:COP fn "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 � SBCA) for safety practices prior to performing these functions. Installers shall provide temporary qpf>v bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, as applicable. Apply plater, to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Nefer to �ni/iatreifls;uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIPI1, or for handling shi pin , installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acce stance of profess�ona� engineering responsibility solely for the design shown. The suitability and use of this drawing for any s ructure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www.t inst.or • SBCA: www.sbcindus .com: ICC: www.iccsafe.or i Job Number: 136DCS109 I Ply: 1 SEQN: 622261 / T6 / SY42 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Ar en 1969 "C" OL OW Qty: 1 FROM: DJH DRW: Truss Label: FT6 Wgt: 33.6 Ibs / ... 03/30/17 16--�I F3 i '{2'6" " 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: NAMean Des Ld: 55.00 Height: N ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf I Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NAIft Loc. from endwall: NA I: NA GCpi: I�A Wind Duration:IINA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #1 Bat chord 42 SP #1 Webs 42 SP #3 Lumber value set "1313" uses design v lues approved 1/30/2013 by ALSC Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. I Truss must be installed as shown with top chord up. = 3X4 1112X4 1112X4 = 3X4 A B C D T =2X41 = 2X4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.002 G 999 360 H 207 / - / - / - / - / 4.0 Lu: NA Cs: NA VERT(TL): 0.004 G 999 240 F 207 / - / - / - / - / 3.5 Snow Duration: NA HORZ(LL): 0.000 F - - H Min Brg Width Req = 1.5 HORZ(TL): 0.001 F - - F Min Brg 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: 16.01.0113.0614.20 0 .Or 40015A 3$ FF.• 56 82 H0_BB;7F 4S 00 99 2E &5 FB tijl itemhas hocn eleUYnalr,Y}y st3ned and�+.ca1cE hp.Manual;MSrtmur; Maximum Bot Chord Forces Per Ply (Ibs) 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. Camp. 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 '?[I'+t>tic.aa:lezfpa�iftceSM;fww'nabuvcludngast}b:t ' 'authenti:aElctscode.:: . :PrinsoE, ceple: br eh3sdrearnent'ua not cnnslcerad titjnee andswkd and efra'SVAKt'autlterAicatian ic,Jo inusCSo xerlicd cri'oiryelacerattic 'ccplhu' "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ."IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping, installing and bracing. • Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary i711i y bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to f)x1h �rrril_-.w drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss In conformance with ANSI/ PI 1, or for handling shipptn , installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of rofessiona� engineerinG responsibility solely for the design shown. The suitability and use of this gnawing for any structure isie responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes oaae and these web sites: ALPINE: www.aloineitw.com' TPI,-www-toinst.orm' SBCA• wuwshrJndustr rnm- Ir•.r. unvw.i—f, nr� Job Number: 136DCS109 Ply: 1 SEQN: 622263 / T48 / SY42 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: DJH DRW: Truss Label: FT7 Wgt: 50.4 Ibs / ... 03/30/17 le-' 4 � 1 2,6„ I 2,6„ 1'0" 12 111? (4 =3X4 =3 (4 =3X4 IIIEX4 3X4 T 6" 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 L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.015 C 999 360 13 J 400!- BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.024 C 999 240 G 400 /- /- /- !- /7.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.003 G - - J Min Brg Width Req = - Des Ld: 55.00 EXP: NA Mean Height: NA ft HORZ(TL): 0.005 G - - G Min Brg Width Req = 1.5 NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor: 1.5 Bearing G is a rigid surface. Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.269 Bearing G re seat late. requires a P Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.131 Spacing:24.0 " C&C Dist a: NA ft Rep Factors'Used: Yes Max Web CSI: 0.113 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 3 0 C - D 0 -467 Wind Duration: NA WAVE VIEW Ver: 16.01.01 B.0614.20 B - C 0 -452 D - E 1 0 Lumber 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 SF #1 J - I 281 0 ' H - G 310 0 Webs 4x2 SP #3 I - H 597 0 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Webs Tens.Comp. Webs Tens. Comp. Webs are square cut except dbl diagonals or ash otherwise shown. „� ,. / A - J 0 -37 H - D J - B 0 -463 D - G 217 0 0 -471 Truss must be installed as shown with top chord up. �� • ;�► a.`"„ �t, -. B - I 237 0 E - G 0 31 I-C 0 -202 F-K 0 AID 7 C-H 0 -181 -2 :. pry- m . 0V 4U:015A. 38: FF 513 k-B0 BB F 48 t7.0 99 2E 85.613 Thli itam has bn.q, electMnlcal3y stenad and waled Gy ManucicMutlnat� E lty L([ aa7391i'an tlto ¢afeshowRabiiva u-Snga5HAR3 " ' acniar.W.asicrrcede: 7ilnlau' ccpias.,of this dccument ara not cansid=d signed and scaled and FhaSt&twi yutfienucatiun lada inns[h. 1,6dii d ciianyelctriank tcdpEes: "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handlin shipping, installing and bracing. , Refer' to and follow the latest edition of SCSI (Building. Went Safety Information, byy TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary 717,v Ber BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insgalled per BCSI sections 83, 67 or B10, icable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. hefer to i?rn/.?i�nrnrs;ue )s 160A-Z far 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 ANSIPI1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page / this drawing indicates acceptance of professlonat engineering responsibility solely for the design shown. The suitability le of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. \ information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com TPI: www.t inst.or • SBCA: www.sbcindust .com; ICC: www.iccsafe.or Job Number: 136DCS109 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Art en 1969 "C" OL OW Truss Label: FT5 6114 ' - 1'4" (TYP) A B C D E aya =2X4 Ply: 1 SEQN: 622291 / T34 / SY42 Qb: 1 FROM: DJH DRW: Wgt: 86.8 Ibs / 03/30/17 F r_ Li sf �� t�■��tes��, �1_ I I I I I I I I I�it AA Z 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 Des Ld: 55.00 EXP. NA NCBCLL: 10.00 Mean Height: NA ft Soffit: 0.00 TCDL: NA psf I BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwal : NA I: NA GCpi: NA Wind Duration: NA [Bot mber lue Set: 13B (Effective 6/1/2013) p chord 4x2 SP #1 chord 4x2 SP #1 bs 4x2 SP #3 mber value set " 13B" uses design val as approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(rag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of thus frame. X W V U T S R Q P 147'8 fi 1 147-8 Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 K 999 360 Lu: NA Cs: NA VERT(TQ: 0.000 K AA'108 /- /- /- /- / 175 999 240 Snow Duration: NA HORZ(LL): 0.00o M AA Min Erg Width Req = Bearing AA is a rigid surface. HORZ(TL): moo M - Code / Mist: Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Chordm Top ForcesPly (Ibs) oChords r Max TC CSI: 0.077 TPI Std: 2007 Max BC CSI: Chords T ns C mp Tens. Comp. 0.018 Rep Factors Used: Yes Max Web CSI: 0.032 A - B 1 0 G - H 1 0 FT/RT:20(0)/10(0) Mfg Specified Camber: B- C 1 0 H -1 1. 0 Plate Type(s): C- D 1 0 1-1 1 0 WAVE VIEW Ver.16.01.01B.0614.20 D-E 1 0 J-K 1 E-F 1 0 0 K-L 1 0 F-G 1 0 L-M 1 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AA-Z 0 -1 U-T 0 -1 Z-Y 0 -1 T-S 0 -1 �'saitirr X-W 0 -1 S-R 0 -1 R - Q 0 -1 40{y W-V 0 -1 Q-P 0 -1 -1 V-U 0 1 P-O 0 -1 �;0.. Maximum Web Forces Per PI (Ibs) Y �" . Webs Tens.Comp. Webs Plating Notes 04Tens. Comp. All plates are 2X4 except as noted. AB -AA 0 -7 M - O 0 -5 A -AA 0 -5 O-N p _7 sr «w Additional Notes Webs are square cut except dbl diagonals or as ( �/ Maximum Gable Forces Per Ply (Ibs) otherwise shown. r a Gables Tens.Com I +, ,� . p. Gables Tens. Comp. Truss must be installed as shown with top chord up.�` .`"`4}v°4v, `+.� B - Z 0 -107 H - T 0 -133 0 D-X 0 -132 J-R 0 -132 Jpty f t;y� E-W 0 -134 K-Q 0 -139 SERIAL it, F- V 0 -133 L- P 0 107 40:01.5A 38 FF 58 61•B0 8B 7F.48 00 99 2E 85 F8 G - U 0 -133 this item has Ncen cieuronlrsifr sY�nad and salad Oy.lAanucl Martina;- af IxG lf[: p67367 fan tAa ditc shgevnalwVa wing a SHA.I au[hantY.akicnsdde_ Yrintad captes.,of ihis dreurnentare not censiderzti signed and sza{ed and[fc SSYi� _ititi entetatlpn�eodu must 8a Ncrilicd en any zleetrarac capfac "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handlin shipping, Went Safety Information, b TPI and'SBCA) fo'r say actices prior to performinRefer se and Installers shall providestemp pafng PI-Iergg aC�S'(ingnl Locations s�hownl foftoermanent lateral restraint properly webs shall have braclnp installed per BCShsections 83, B7 off B10, icable. Apply plates to each face oftruss and position as shown above and on the Join Details, unless noted otherwise. I?efer to )s 160A-Z for standard plate positions. a division of ITW Buildinl�I,Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the this drawinggs Indicates aciceptancehof &tofesslonal' ng nleeionganresponsibility solely for the design shown.or The suitability ;e of this orawing for alny structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. information see this iob's general notes page and these web sites: ALPINE: www aloineitw com TPI www l�inst ora SBCA www sbcindusW com ICC: www,iccsafe.i r!n<y cym�:h7n�ll..s t;c Job Number: 136DCS109 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 .. / ... 03/30/17 I 1112X4 2X4 T a=e ^ AD =2X4AE 9.9"8 9'9"8 �1'3"1� 1112X6 =4X6 1112X4 =4X4 =6X6 o r n r= r r u 11'1,1;'12 11,9118 8 �21'3"�� 2' �9'3"12�"22 1'3„1� =5X8 W=3X4 1112X4 =4X6 1112X4 1 1 n* *1 — - AL, =4JClU vv=JXti =6X6 =4X6 211'8 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 Udefl L/# 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 Big Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.097 B - - Q Min Big Width Req = 1.3 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor: 1. 5 Bearings AC & Q are a rigid surface. Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.688 Bearing requires a seat 9 AC q plate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.793 " Spacing: 24.0 C&C Dist a: NA ft Re Factors Used: Yes Max Web CSI: 0.604 P 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 Value Set: 13B (Effective 6/1/2013) D - E 0 -3611 K - M 0 - 3600 E- G 0- 4538 M- N 0- 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 43 H - 1 0 - 5425 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes� Chords Tens.Comp. Chords Tens. Comp. All plates are 5X6 except as noted.� ii r�6•R*yA 'tom4 AB -AA 2927 0 V - U 5417 0 Camber +�✓ *: ' �+ AA- Y 4196 0 U- T 0 0 Max JT VERT DEFL: LL: 0.42" DL: 0.28". See detail Z - Y 0 0 U - S 4258 0 DEFLCAM81014 for camber recommendations ? Z ' .- Y - X 5046 0 S - R 2928 0 ` X - W 5043 0 R - Q 1134 0 Additional Notes +q , 4 �.. + 2x6 continuous strongback. See detail +. '. « +—a' Q0`,,: Maximum Web Forces Per Ply (Ibs) STRBRIBR1014 for bracing and bridging r�fi ? OF . Webs Tens.Comp. Webs Tens. Comp. recommendations. , - � ' AD-AE 0 V 1 314 25 Webs are square cut except dbl diagonals or as + r. .'m; " ''�� -3 A 0 - I U - 0 otherwise shown. .+ �'� .*`rr��"� tea' �« ''•' -AC -42 - -1039 Truss must be installed as shown with top chord up. ,*«s* vyw AC-B 0-1582 U-K 663 0 126 8 - AABC 0 -1225 M - S 26 0 C -AA 930 0 S - N 913 0 40:015A 38:FF -5B-8 BO 8B 7F 48 00 99 2E 85,1713 D -AA 0 -73 N - R 0 -1228 this itemhSs6uan eteuinnlo�t}y sgnue�ndscaledbVmanacl,ieartlnan, AA- E 0- 795 R- O 1268 0 PE IsL.U'c adT781f:mtitdiiaMshawniba"nw.inga StiA.l ' E-Y 495 0 O-Q 0 -1581 auttiCndtation coda_ Y- G 0 -725 Q- P 0 -15 G-W 1085 0 P -Q 0 -45 Pimend ccple:ottt•Isd[cument'are not candearad si3neC and waled W-H 0 -576 andttc StYAaF autTerticatlan rule must So uprl[;ed an any nleeiranic cop(as: —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSO (Building Component Safety Information, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary am?v bracing per BCSI. Unless noted oiherwise,top chord shall attached rigid ceiling Locations shown forpermanent lateral have properly attached structural sheathing and bottom chord shall restraint of webs shall have bracin installed BCSI sections have a propperly B3, B7 or 910, per as applicable. Apply Oates to each face oftrussand position as shown above and on the Join f Details, unless noted otherwise. Refer to rm fn�ireirrs; t e drawings 160A-Z for standard plate positions. Alpine, a division of ITW ,Build!n Components Group Inc. shall not be responsible for any deviation from this drawing,any failure truss in ANSI to build the conformance with PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this �awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's qeneral notes oage and these web sites: ALPINE: www.aloineitw.com: TPI: www.tninst w SBCA, wwwsbdnd-tr,t -m• ICG• www ieesafn �m Job Number: 136DCS109 4EDB-Arden 1969 "C" OL OW /DR Horton Truss Label: FT9 1112X4 =2X4 A B T 78 AF � =2X4AG 3F88 AD AE =4X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: N It NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Paralle Dist: NA Spacing: 24.0 " C&C Dist a: NAh Loc. from endw 11: NA I: NA GCpi: IA Wind DurationiNAA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bdt chord 42 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design approved 1/30/2013 by ALSC Plating Notes All plates are 5X6 except as noted. Camber Max JT VERT DEFL: LL: 0.41" DL: 0 DEFLCAMB1014 for camber recoml Additional Notes I + 2x6 continuous strongback. See de STRBRIBR1014 for bracing and brill recommendations. Webs are square cut except dbi di I otherwise shown. Truss must be installed as shown wit Ply: 1 SEQN: 622325 ! T38 / SY42 n 1969 "C" OL OW Qty: 7 FROM: DJH DRW: Wgt: 154.0lbs / ... 03/30/17 9'9"8 11'9"8 217' 9'9"8 2' 919"8 1'3"12 �3 1� 1'3111� T 4 T-4 1'3"1� 1112X6 =2X4 =4X6 1112X4 1115X6 III2X6 W=3X4 1112X4 =4X6 1112X4 C D E F G H I J K L M N O P Q sr .. . R AC AB AA Z Y X W V U T =4X10 1114X6 1114X6 =_010 W=H0308 217' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.409 1 619 360 AE 1173 /- /_ /- /- /75 Lu: NA Cs: NA VERT(TL): 0.639 1 396 240 S 1173 /- /- /- /- /7.5 Snow Duration: NA HORZ(LL): 0.064 S - - AE Min Brg Width Req = 1.5 HORZ(TL): 0.100 S - - S Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 1.5 Bearings AE & S are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.654 Bearings AE & S require a seat plate. TPI Std: 2007 Max BC CSI: 0.811 Rep Factors Used: Yes Max Web CSI: 0.614 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 1 0 1-1 0 -5570 WAVE, HS VIEW Ver: 16.01.01 B.0614.20 B - C 0 -2080 J - K 0 -4799 C- D 0- 3681 K- L 0- 4793 D-F 0-3681 L-M 0 0 E-F 0 0 L-N 0 -3673 F- G 0 -4752 N- O 0 -3673 G- H 0- 5564 O- P 0- 2080 H - 1 0-5569 P-Q 1 0 Maximum Bot Chord Forces P PI Ib ��itlt➢#IYtR;g AChords er y ( s) Tens.Comp. Chords Tens. Comp. ,Q�o� AE-AD 1153 0 Y - X 5569 0 • �Mg�r##� yRR�p. AD -AC 2978 0 X-W 5481 0 w•wO. G "sS *W-' AC -AB 4273 0 W-V 0 0 !7". See detail►' „' s AB- Z 4273 0 W - U 4320 0 endations. i ]r - AA- Z 0 0 U- T 2979 0 w" Z-Y 5417 0 T-S 1153 0 f ngMaximum Web Forces Per Ply (Ibs) :'-P': STATE OF Webs Tens.Comp. Webs Tens. Comp. Al tots or as * r`+ AF-AG 0 - 3 I - X 261 - 332 �+'� +.qi 0ti `` o A-AE 0 -42 X-J 655 -252 to chord u �� `"k+*��"'��: e*t� AE- B 0 -1605 J - W 0 -920 P P• dylk 6'V *t4 BD-124 -AD 1289 0 W U 660 670 A SERIAL #. C -AC 956 0 N - U 21 - 35 40 01 5A38 FF 5B 81 BO B8.7F 48 00 99 2E 85 FB D -AC 0 - 82 U - O 943 0 this item has beencleurcmcatly scanoc �nd.zaalea oq inanitcleMtarnn¢i,- AC- F 0- 805 O- T 0 -1251 rI*t.uc.aa7te11enthcdaMshawnabnue4 ngasra.t F-Z 659 0 T-P 1290 0 autricntY.aticn codn. Z- G 0- 904 P- S 0 -1604 G-Y 735 -156 Q-S 0 -42 ➢tutted crpies r:r dis dcecment are not candreralt stgned and waled Y - H 172 - 405 R -AH 0 - 3 and eFcs:.A.i iuthentkatlun code must Lo uenf:ed an arv/elc�eraillc: I[dates: "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information) by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary arrzrr bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigid ceiling Locatioris shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to nntf47ntills;>ic drawings 160A-Z for standardiplate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of pr3 essionai engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. For more information see this iob's General notes oaoe and these web sites- At PINF- imaeu alninoitur m - TPI...,..... e,.;. corn. --_ ..............:____,_ _- e il Job Number: 136DCS109 Ply: 1 SEQN: 622328 / 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 / .. 03/30/17 , f- 1'4n —� (TYP) =2X4 A B AI T 3�8 V 1 3�8 W=3X4 C D E F G H I J K L M N 0 P 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 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 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 cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. W=3X4 217' Qti1 =2X4 Q R Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 R 999 360 T' 109 /- /_ /_ /_ / 259 Lu: NA Cs: NA VERT(TQ: 0.001 R 999 240 AK Min Erg 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: 16.01.01 B.0614.20 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-I 0 1 Q-R 0 -1 I-J 0 1 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AK-AJ 1 0 AB -AA 1 0 A��11k1YliP�p $� MA, ilk .n: �. 5l " AJ-AI 1 0 AI-AH 1 0 AA- Z Z- Y 1 1 0 0 waw0i V ;*a AH-AG 1 0 Y- X 1 0 'w'fpgyr " AG-AF 1 0 X-W 1 0 .!- • 7 16Z AF-AE 1 0 AE-AD 1 0 W- V V- U 1 1 0 0 ft r `` "+ AD -AC 1 0 U- T 1 0 AA. C'AB 1 0 „' TATE ;0 Maximum Web Forces Per Ply (Ibs) 1 4-1 Webs Tens.Comp. Webs Tens. Comp. •K• i": c $� ""s► "�� '�, • � �,,� � 1�j �+� 'b� 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. 4D 015A 38 FE>5B 81 B0138,7F. 48.00 992E 85 fB B -AJ 0 -142 K -AA 0 -133 r1io)tem hashnpn cicwonlntty st3nno and.61w Gy Mammi'martlnux; C-AI 0 -132 L-Z 0 -133 2[p't..11t p473H2tm thn.datc 3hawM1aGdve v:snga SHA+I aut3ipnt3tatill an sodea. D -AH 0 -134 M- Y 0 -133 E-AG 0 -133 N-X 0 -133 7i3ntodccpiesorthlsdecurnenCarenaironrlderxdePgnndandseaId F-AF 0 -133 O-W 0 -134 andatrao9c G -AE 0 -133 P - �/ 0 -132 cnp(cL• 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 Component Safety Information, b TPI an�.SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary mr�rr bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached rigid cellin Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join T Details, unless noted otherwise. Nefer to ni?cj0.ti/rrifl..r;:uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professionq engineen responsibility solely for the design shown. The suitability and use of this diawiIng for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes oaae and these web sites: ALPINE: www.aloineitwr TPI- www_tninstnrn- sacA- www eHoinH—tm „m• irc . ife ..r.. Job Number: 136DCS109 Ply: 1 SEQN: 622330 / 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 ., / ... 03/30/17 1'2"4� f I 12'6" 2'6"12 2,13"12 -- 2'6"12 -- 2'6"12 - --f 1'2"4 III2X4 =4X4 =3X4 =3X4 1112X4 A B C D E F G H 11 OF-49 ►mot cep . . BE :. MIt�� 1 �I._ =OA't IIIZA'i =OA'i =,DA4 III ZA4 15'T'8 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.153 N 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.239 N 759 240 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.028 J - - Des Ld: 55.00 EXP: NA HORZ(TL): 0.044 J - - Code / Misc Criteria NCBCLL: 10.00 Mean Hei Height: NA ft TCDL: ei psf Creep Factor: 1.5 Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.320 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.494 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max -Web CSI: 0.399 Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): VIEW Ver: 16.01.01 B.0614.20 Wind Duration: NA WAVE Lumber Value Set: 13B (Effective 61112013) Top chord 4x2 SP #1 Bot chord 42 SP #1 Webs 42 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 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. % ltiADIO' JI No 047182 R, A�TATI E OF qy Asa, ONAL SERIAL #: . 40:01.5A38 FF 58 81 BO BB 7F 48 00 99 2E 85 FB .this item has bc�ncicueanlniiy siancdend. scaled Op vmn lmartinm ?E lfl.11c.parl H2i en thadate zhawn abnec wings SSiAs1 � authonti:aElcn code: Frinted topic& of thk dcc=cnt arc not oanslccrad 3gr,ed and sealed and if, s". 11 autbanticatlanpodb must bo 4arifiod on any elcctrarac eo Z, I=2X4 3�'a 3 = 2X4 3"8 J 4X4 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W R 860 /- /- /- /- /4.0 J 847 /- /- /- /- /7.5 R Min Big Width Req = 1.3 J Min Brg Width Req = 1.5 Bearings R & J are a rigid surface. Bearing J Pequires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 3 0 E-F 0 -2288 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 (lbs) Chords Tens.Comp. Chords Tens. Comp R- Q 774 0 N- M 2561 0 Q-P 1952 0 M-L 1975 0 P- O 2553 0 L- K 1975 0 O- N 2553 0 K- J 778 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-R 0 -58 E-M 0 -379 R-B 0-1108 M-F 426 0 B-Q 838 0 F-L 16 -1 Q-C 0 -801 F-K 0 -813 C- P 426 0 K- G 833 0 P-D 0 -401 G-J 0 -1111 D-O 21 0 H-J 0 -38 D-N 44 0 I-S 0 -2 N-E 53 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) to) safety practices pnor to pertorming these functions. Installers shall provide temporary rrny bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro arty attached rigid ce'Iling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or B10,* as app!icabie. Apply ptotes to each face of truss and position as shown above and on the Joini Details, unless noted otherwise. 1lefer to i?m;Krlr4rll:'ut drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIgPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this Or'awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:. ALPINE: www.al ineitw.com: TPI: www.t insLor ; SBCA: www.sbcindust .cam• ]CC: www.iccsafe.or Job Number: 136DCS109 I Ply: 1 SEQN: 622332 / T36 / SY42 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arflen 1969 "C' OL OW City: 1 FROM: DJH DRW: Truss Label: FT12 I Wgt: 86.8 Ibs .. / ... 03/30/17 1'N 1 4 �{ (TYP) A B cl E F G H I J K L M 3'e —2XB I N=2X4 v T O 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 Des Ld: 55.00 EXP: NA Mean Height: N It NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf I Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: N4ft Loc. from end all: NA I: NA GCpi: A 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 "1313" uses design v lues approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitu inal(drag) forces. All connections to be designed by the buildir designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBRI O14 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. X W "V U T" S - R Q P- 157'8 157'8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF 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): 0.000 M 999 360 O` 108 /- /- /- /- / 187 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 - - 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 - 1 0 0 FTIRT: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: 16.01.01 B.0614.20 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 F W-V 0 0 Q-P 0 0 V-U 0 0 P-O 0 0 rpyyr�a^!�lyw�r ;yr''► i *;• i1t. Maximum Web Forces Per Ply (Ibs) p Webs Tens.Comp. Webs Tens. Comp. AB -AA 0 - 8 M- O 0 - 38 A -AA 0 - 38 O - N 0 - 8 Maximum Gable Forces Per Ply (Ibs) '* *'TS '° Gables Tens.Comp. Gables Tens. Comp. B-Z 0 -123 H-T 0 -133 C-Y 0 -136 I-S 0 -133 D-X 0 -133 J-R 0 -133 ¢ E-W 0 -133 K-Q 0 -136 F-V 0 -133 L-P 0 -123 G - U 0 -133 vrintedccpincrthis8c umenfucnctco kemdsignedand;s Ivd and thc'sstx.i yuttidnt!cdtidn'calc mwt6ycrrt;ed. at anynlactm k, �:caAfei: '*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme careen fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary Ter BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 810, cable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ;e of this arawingifor any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. aney r?hx{�n�ifls "uc Job Number: 136DCS109 Ply: 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 Wgt: 39.2 Ibs / ... 03/30/17 1'2"4 1'2"4 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 " 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 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "138" 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 O.OD 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 (J) Hanger Support Required, by others (J) Hanger Support Required, by others Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. =3X6 =3X4 =3X6 A B C T 1 E D =3X8 =3X8 13'4"8 Snow Criteria (Pg,Pf in PSF). Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in lot 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(TL): 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: 16.01.0113.0614.20 ��g,�g�tss 11t t � " 4.p . e No 0471" r«STATIE O.F. Ztd, 40 01.5A 38 FF 56 BI BO BB 71`48 00 99 2E 85:FB ths: item has t1e�n cleuionitaGy ssdnad and; scalaa oy.inaneil';uizrtinat" P[1xl.tfc: 9471871 arrtiiddaM slbaWnalM4e'4-9nga5HA•1 " autrientY.a!lan cndae Duntea topict eT ttu dccianent arc not csmsicerad ugnedandsealed andtha swt�1 authenutatltm code mast be verified cn�anydlaetiaiur; capies: ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 398/- D 386/- E Min Brg Width Req = - D Min Brg Width Reg = - 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 t Safety Information, b TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted c1herwise,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 bracinginstalled per BCSI sections 83, 87 or t :le. AppTy plates to each face oftruss and position as shown above and on the Joint -Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. Ririy 'c+ni/.ra1/it<ilis lrr a division of i rl i , or Tor r acceptance any structure Tis drawing,any failure to build the on this drawing or cover page ,e design shown. The suitability Job Number: 136DCS109 Ply: 2 SEQN: 622310 / T39 / MONO 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-AI den 1969 "C" OIL OW Qty: 1 FROM: DJH DRW: Truss Label: FTG1 Wgt: 98.0 Ibs / ... 03/30/17 n u " 2 4 2 I 4'11 "3 7 6 9 9'8 14 127'8 2 7 n 8 2'4"2 217112 27'6 2'2"6 2'5"10 5" =4X10 =4X6 1112X4 =4X1O A 1112X4 I B C D E =3X10 F T � I I L I K J I=4X1 OH G =4X10 =4X6 1113X4 =4X10 1113X4 2'4" A5n 2'9' 2 5 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 Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf I 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 endwlall: NA I: NA GCpi: �A Wind Duratiog: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP #1 Bot chord 2x6 SP M-26 Webs 2x4 SP #3 :W9 2x4 SP #1: Lumber value set "1313" uses design alues approved 1/30/2013 byALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 6.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. I Special Loads —(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to l 50 plf at 12.62 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 BC- 386 lb Conc. Load at 4.98 Purlins The TC of this truss shall be braced with attached 2'3"14 2'8"14 I 2'5"10 2'4"2 5101-15 { 7'9"13 T 10'3"6 127'8 Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.166 J 912 240 L 3027 /- /- /- /- / 6.0 Lu: NA Cs: NA VERT(TL): 0.259 J 584 180 G 2881 /- /- /- /- /7.5 Snow Duration: NA HORZ(LL): 0.026 A - - L Min Brg Width Req = 1.5 HORZ(TL): 0.040 A - - G Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 1.5 Bearings L & G are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.485 Bearing G requires a seat plate. TPI Std: 2007 Max BC CSI: 0.548 Rep Factors Used: No Max Web CSI: 0.850 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 0 - 25 D - E 0 - 5051 WAVE VIEWVer:16.01.01B.0614.20 B-C 0-3544 E-F 0 -3171 C - D 0 - 5066 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L-K 3172 0 I-H 3396 0 K- J 4970 0 H- G 21 0 J - 1 5066 0 Maximum es Per (Ibs bl�l'9�yy� Webs Tens.Comp.Webs Tens. Comp. spa+q A-L 0 -119 D-1 0 -90 L - B 0 - 3339 I - E 1804 0 B-K 1177 0 E-H 0 -710 41, 7 K- C 0 -1541 H- F 3343 0 e • C-J 600 0 F-G 0 -1216 y • TIE spans at 24" cc in lieu of structural sheathing. 40:01.5A 38:FF.5881.60 BB;7F 48'00 99:2E 85 F8. Additional Notes ltliiitcfn Aasbaene1;ct alq r (�aaQ andsealed br, M...izi' rilu� .?L�k`tfc pariean tha dose sfeatynabava i::inga spat ' Truss must be installed as sho n with top chord up. autacneraelar coda- I h3ntud coplez ct thts amment am not cunsidemd ogned and,rsk saalad and ttc 5rra�i'autficnigptianiri�einust.. NuAiiad ari anyplectia eap(ei: "•WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW NGI "IMPORTANT" IFURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin , shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI andSBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrtf bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plateslto each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Vim/ i�n�ru;,ic drawings 160A-Z for standa�d plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI! fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professtona engineerin responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the �uilding Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS109 I Ply: 2 SEQN: 622337 / T44 / FLAT 4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: DJH DRW: Truss Label: FTG2 Wgt: 140.0 Ibs / 3'4"5 6'3"6 9' 1 "6 3'4"5 } 2'11"1 2'10"1 1114X6 =4X4 1112X4 =3X6 A B C D 1112X4 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 " 3'0"13 3'0"13 12'4"15 3'3"9 1112X4 E 1114Ab =4A1 U IIIZA4 =_bAb 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 GCp!: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP #3 :W1, W7, W8, W10 2x6 SP #1: Lumber value set "1313" 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. Bat Chord: 1 Row @12.00" 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.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 15.62 BC- From 10 plf at 0.00 to 10 plf at 15.62 TC- 398 lb Conc. Load at 7.98 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. 3'2"9 6'3"6 3'0"13 9'4"2 3'3"9 127'11 ... 03/30/17 15'7"8 3'2"9 III5X8 F W10 G 1112X4 2'11"13 , 15'7"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.157 D 999 240 L 1054 /- /- /- /- /4.0 Lu: NA Cs: NA VERT(TL): 0.246 D 763 180 G 1063 / - / - / - / - / 7.5 Snow Duration: NA HORZ(LL): 0.019 A - - L Min Brg Width Req = 1.5 HORZ(TL): 0.030 A - - G Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 1.5 Bearings L & G are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.470 Bearing G requires a seat plate. TPI Std: 2007 Max BC CSI: 0.664 Rep Factors Used: Yes Max Web CSI: 0.880 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 0 -1382 D- E 0 -1905 WAVE VIEW Ver: 16.01.01B.0614.20 B-C 0-2347 E-F 0 -1818 C - D 0 - 2347 %otilIAaFit0o: MAC yr� . - �; xz8Rf9f y+yt � 11446 � :"t t , T F: ij, Ott SE 40.015A88: FF 56 b2 B0 b&W 48 00 99:2E;85.F.B mhitem1ias been clectrdnic�i}r sfyned�nnd. coal by manuc(idartina4 PE1?l,Ij[:aS7762icn t�IC•Ga0e5h4WhiiYA40 L:inQ.a SHA1"� wn:ant{:atidncode_ PAnteC ccpies oI thts dccurnent ut; not cansicrid sPgnea and'sai{ed;. ar,d thKs3W1•d authentltatlnn 66jC.must ao,ucrifldd'ai aisynlcctiank' cnptes: Maximum Bot Chord Forces Per Ply (Ibs) . Chords Tens.Comp. Chords Tens. Comp L-K 52 0 I-H 1905 0 K-J 1514 0 H-G 44 0 J - 1 1956 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- L. 0- 483 J- D 506 0 A-K 1384 0 D-I 0 -219 K-B 0 -416 E-H 0 -345 B- J 870 0 H- F 1849 0 C-J 0 -291 F-G 0 -557 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a require extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building : Went Safety Information, by TPI and SBCA) for safety practices prier to performing these functions. Installers shall provide temporary rrneii cPer BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly riggid ceiling Locations shown for�ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or 810, icable. Apply plates to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to nhr{�?rr!i1/.r'yc Is 160A-Z for standard plate positions. a division of ITW Building Comoonents GrouD Inc. shall not be responsible for anv deviation from this drawing any failure to build the on this drawing or cover page ie design shown. The suitability l ANb1/ 1 P1 1, or for handlini icates acceptance of pre ng for any structure is the Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 - ❑ri 140 mph Wind Speed,A5' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ❑r, 120 mph Wind $Deed. 15' Mean Heloht, Partlally Enclosed. Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species I Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace x (2) 2x6 'L' Brace Ii Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B .P #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' - .FHF #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 111 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' o Standard 3' 8' 4' 11' 5' 3'6' 7' 7' 1' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' 4' 0' 6' 8' 6' I1' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12, 9' 14' 0' 14' 0' #2 3' 10' 6' 7' 6' 10' 7' 9' e' 11. 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' 43 3' 9' 5' 3' 5' 7' 61,11, 7' 5' 9' 2' 9' 7' 10, 11' 111 8' 14' 0' 14' U' oj F Stud 3' 9' 5' 3' S' 7' 6' II' 7' 5' 9' 2' 9' 7' 10, 11' Ill 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' U _ #i / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' V 14' 0' 14' 0' -P 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' 1 1 LJ F Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' w O I I Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' S' 10' 10' 1 12' 8' 13' 7' 14' 0' 14' 0' \ #1 4' 7' 7' 7' 7' 11' 1 9' 0' 9' 4' 10, e' 11' t' 14' 0' 14' 0' 14' 0' 14' 0' / S P 02 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10, 8' 6' 9' 1' 10161 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' QJ I 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' Il' 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P F 43 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Lf U FStud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' .14' 0' 14' 0' 14' 0' 14' 0' O Standard .4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X 41. 5' 1' 8' 5' 6' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d P #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' Cd #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Cd I D F L Stud 4' 9' 7' 4' 7' 10, 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' AboutK able Truss Diagonal brace option, vertical length may be doubled when diagonal 18' brace Is used. Connect L diagonal brace for 6000 'L• at each end. Max webI Brace total length Is 14', TX 2x6 W -L #2 or better diagonal r' Vertical length In table above.or *4(as -brace) single double c t 18' ------------ shown) at �� - upper end. ontinuous Bear Connect diagon .• ' midpoint of ver. Refer to chart above for rl o1/ARNINGIu READ AND FOLLOW ALL NOTES INHI THIS DRAYD(GI ..INPMTANT- FURNISH THIS OKAYING M ALL CONTRACTORS INCLUDING THE DLSTALLERS. Trusses require extreme care In fabricating, handting,-shpping, installing and bracing. Referi-to and C fallow the latest edition of BCSI (B,1,1,g Component Safety Information, by TPI and SBCA) Fa ,'S.fety practices prior to performing these functions. Installers shallss noted otherwise, top chord hall have s provide temporary bracing per PCSL Unleproperly attached structural sheathing and bottom chard n shall have a properly attached rigid cel0ng• Locations shorn for permanent lateral restraint of reins _ shall have bracing Installed per BCSI sections #3, B7 or BIG, as applicable. .Apply plates to each face Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hem-Flr #1 / #2 Standard #2 Stud #3 Stud #3 Standard Dou las Fir -Larch Southern Pinexxx q3 03 Stud Stud Standard Standard Group Bi Hen -Fir ql 4 Btr ql Do u las Flr-Larch Southern PlnewNK #1 dl #2 #2 lx4 Braces shall be SRB (Stress -Rated Board). xxFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values maybe used with these rndes. Gable I russ Detail Notesi Wind Load deflection criterion Is L/240, Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang; or 12' plywood overhang. Attach 'L' braces with lOd (0.128'x3,0' min) nails. X For (1) 'L' brace, space nails at 2' o.c, In 18' end zones and 4' o.c. between zones. )I)I(F'or (2) 'L' braces, space moils at 3' o.c. In 18' end zones and 6' ox, between zones. 'L' bracing must be a minimum of 807 of web member length. Gable Vertical Plate Sizes Vertical Lemoth NoS llce Less than 4' 0' 2X3 Greater than 4' 0', but 3x4 less than 11' 6' Greater than LS' 6' 4X4 + Refer to common truss design For peak, splice, and heel plates, >c" �noS nddressedr to the 8bly Ithle detail rfor conditions h, EjVs; �i REF ASCE7=10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 I� of truss and In s, 160 as shorn above and to psi Joint Details, unless noted otherwise. �'iYa ,(+ y+p. ILLII•=J Il l�r Refer to drorhgs ion as for standard plate the J in i '6 O Alpine, division of ITV Building Components Group Inc shall not be responsible for any deviation from AN 1TW COMPANY ,,,t drawing, any failure to buRd the truss In conformance with ANSI/TPl 1, or for handling, shipping, s 0�y installation 6 is dog f trusses. ��e 4S \yf � A seal on this dro.4,g or cover pone listing the n, he, Indicates and use ace t professional 7' �` \\\ engineering responsaxgty solely for the design shorn The sultahBlty and use of this drcrhp any ii \ for any structure Is the responsibility of the Building Designer per ANSLTPI 1 SecB y4f \\ %V�'��yT'� '' \ 13389Lefronl Drive - For more information see this s eneral notes page and these eb sites, llplttt\\\ \ Earth City,MO 63D46 ALPINE, www.alpineltr.conr TPI, www.tolnst ror SBCA, rrrshcNdusirv.ora, IM wwwJccsa F..era TOT, LD, 60 PSF AX. SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Helaht, PartlallV Enclosed, Exposure D. Kzt = 1.00 2x4 Brace Gable Vertical Species I Grade No Braces (1) lx4 'L' Brace r (1) 2x4 'L' Bracer (2) 2x4 'L' Brace rr (1) 2x6 'L' Brace r (2) 2x6 'L' Brace r Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B —Cpacing � nil #1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' U S PP F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' L' 11' 3' 11' 11' 13' 7' 14' 0' HF Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' ill 11' 13' 7' 14. 0' p Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 1 9' 8' 10' 4' 13' V 14' 0' #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' ill 9' 3' Ill 9' 12' 2' 13' 11' 14' 0' —j S P #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' Ill 7' 12, 0' 13' 9' 1 14' 0' #3 3' 7' 4' 10, 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' (U 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' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13', 0' _U r #1 / #2 4' 2' 7' 2' 7' S' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' _P _ S fn r #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 1 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' Lf u F Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' ill 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O I I Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12' 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' I1' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' D F L Stud 4' V 5' 11' 6' 4' 7' IL' 8' 5' 10' 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10' 1' it, 6' 14' 0' 14, 0' 14' 0' 14' 0' S P F #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' LD U LJ F Stud 4' 5' 7' 7' 8' V 9' 2' 9' 6' 10, 11' It' 5' 14' 0' 14' 0' 14' 0' 14' 0' O I� Standard 4' 5' 6' 6' 6' il' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' ill 8' 14' 0' 14' 0' 14' 0' 14' 0' U S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' ill 1' Ill 6' 14' 0' 14, 0' 14' 0' 14' 0' 0j #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Ill 0' 11' G' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 4' 5' 6' 1' 6' 5' 8' 1' 1 8' 7' 1 10' 11' 11' 5' 12, e' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades) Group At S ruce-Pine-Fir Hem -Fir #1 / #2 jStandard #2 Stud #3 Stud #3 Standnrd Douglas Fir -Larch Southern Pinerrr #3 #3 Stud Stud Standard I I Standard Group BI Hem -Fir #1 6 Btr #1 Dou las Fir -Larch Southern Pinerrr #1 #I #2 #2 lx4 Braces shall be SRB (Stress -Rated Board), rrFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boords. Group B values mil 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' outlockers with 2' 0' overhang, or 12' plywood overhang. ZAttach t 1 'L' braces with 10d (0.128'x3.0' min) moils, able Truss i )Il For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace option il()l(For (2) 'L' braces, space nails at 3' o.c. vertical length may be In 18' end zones and 6' o.c. betweenzanes, doubled when diagonal 18, X 'L' bracing must be a minimum of 80% of web brace Is used. Connect L member length. diagonal brace for 690#. 1 'L' at each end. No x web 1 Brace Gable Vertical Plate Sizes total length Is l4'. 31(W WertlCnl Len th No Slice I 2x6 DI-L #2 or Less than 4' 0' 2X4 ' better diagonal T I + Greater than 4' 01, but 4X4 Vertical length shown ' brace) single ie, X less than 12' 0' In table above. 45' or double cut L 1 JL ,) (as shown) at 4;�4 +Refer to common truss design for iupper end.InI peak, splice, and heel plates. ontlnuous Bearing I I Refer to the Building Designer for conditions Connect diagonal at midpoint of vertical web. Refer to \ IIIlllll1111 chart above for max gable rg84 length. not addressed by this detail. —VARN1NGirw READ AND FOLLOW ALL NOTES ON THIS DRAVINGI r eD(PORTANTrw FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� , \Ivi `aV r�/]��'� REF ASCE7-10-GAB16030 Trusses require extreme care In fabricating, handling, shipping. Installing and brochg• Refer to and FaIt— the latest edltlon of BCSI (Building Component Safety Information, by TPI and SBCA) for safety `` J/ ` �.` � DATE 10/O1/14 practices prior to performing these functions. Installers shall pravlde temporary brocing per BCSI. DRWG A16030ENC101014 Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord {wrn - - No fl (III shail have properly attached rigid ceiling. Locations For p rnanent lateral restraint of .ebt Ghat) hove or B)0, at Apply plates to each face installed per BCSI Land �/ d IILI� O IIUII\\\Vvl 1I 1'Llf—� ��F� old posh an the J unlessapplicable.no Re trust ontl Pacifica at thorn above and to the Joint Detalt, unless noted otherwise. Refer to drarinps 160A-Z for standard plate positions. F( = AN F WCOMPANY Alpine, division of ITV Building Conponentz Group Inc shall of be responsible for any devlatbn fron this drawing, y failure to build the truss In conformance with ANSI/TFI 1, or for handling, shipping, Installation L any of trusses. ATE OF = .p Q` A < MAX. TOT. LD, 60 PSF A seat on this drawing or cover pace listing this drawing, Indicates acceptance of professional 90 . < O R engineering responsibility solely for the design sham The sWtabalty and e of this drawing .., � '� 13389 Lakefront Onve - for any. structure Is the responsm0.lty of the Mating Designer per ANSI/TPl I Sect. For n re Infornatlon see this Ja6'z general notes and these web sites, i (sl' Fq\\tote MAX, SPACING 24.0' Earth Ci! , M0630451 y page ALPINE, r ralptneltr.comi TPL wew.tpinst.orgi SBCA, rrrsbclndustry.orgh ICC, wrr.lccsefe.org ' 44/ .r, \\ ,01,2 IJNIOVciS 'XVW ,, '�''.� . 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IPN b T Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. x)KAttach each valley to every supporting truss with, (2) 16d box (0,135' x 3,5') nails toe-nalled 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, same species and grade or better, attached with 10d box (0,128' x 3.0') nails at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014, Top chord of truss beneath valley set must be braced with; property 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. xx�d 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 Mf Valle Spacing 2X4 2X4nx, X4 �-� 8-0-0 max ---� Pitched Cut Bottom Chord Square Cut Bottom Bottom Chord Stubbed Valley End Detail Optional Hip Joint Detail Valley Valley 4X4Os / I I I III 20-0-0 (++) .I Supporting trusses at 24' o,c, maximum spacing. alunulluurq, uVARNGac READ AND FOLLOW ALL NOTES ON THIS BRAVING DI■ TC LL 30 30 40PSF REF VALLEY DETAIL ..DIPORTANr.FLMISH THIS DRAVBG To ALL CM7RACTORS INCUMM THEE INSTALLERS. Trusses requiro extreme care In fabricating, handling, sHpping, ImstalUng and bracing. Refer to and 1 •''�, ' folio. the latest edition of HCSI CBdlding Component Safety Info I,m, by TPI and 11C1 for safety oo ctices to prforning these functions, Installers shall p—Ade temporary bracing per BCSL E. �� •� �n \,r l <� TC DL 20 15 7 PSF DATE 10/01/2014 _ _ DRWG VAL160101014 prior Unles noted othe 1%, top Nord chaff have property attached structural henthing and bottom chordIly, �I. ty�• DL iD 10 10 PSF �P I� d shall have properly ntto[hed IBId [elDng. Le[otlons shorn for permanent lateral estralnt f ebs shall have bracEng Installed per BCSI sections H3. H7 r Big, s ppllcnble. Apply plates to cash face of trues M podtlon oe horn above and on the Joint Detdle, urilves no othvrelcn Re Fer to d, a gs 16CA-Z for standard plate positlans, } j S' f� BG LL 0 0 0 PSF 55 Illlf�—_, AN ITWCOMPANY Alpine, divlston of Iry Building Components Group Inc. shall not be responsible for any deviatlan fro, this draeing, any faRure to buRd the truss In conformance with ANSI/TPI 1, or for handling, shlpping, — r I TATE OF TOT. LD, 60 57PSF InstallatIon L bracing f trusses. A teal m this dr e4nB cover page Ust'0 this d-acing, Ynacatee nccvptancv. of prof vscbnnl responemalty solely Far the dvelgn sham The sultmuty and use of thic droekV T '�d %� } f ' G '; d, ` Lakelronl Drive fngineerhng or any structure is "a respons—My of the Bu►dvng Designer per ANSI/TPI 1 Sec2. �� •� iD;�ryyy` tiff; 4v"•----^' UR.FAC.1.25/1.331.15 1.15 SPACING 24.0' Earth Earth City, MO 63045 For more Infarnatlon a tFJs Job's general notes page and these eb sltes� ALPINE vnre.aldnelta.eon, TPIe—Apinst.rg, SBCA, a e.sbcindustry.arg, ICO vee.Ieeeafe.org `_, T '�'1 r'i, �n�T( '�`., Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 nph Wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg. located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0, Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0. Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads, sx Refer to Enolneer's sealed truss design drawing for oiaavback and base truss soeciflcations. Detail A 1 Purlin 12 Up to 12 4' 2' 2' Spacing = 24' o,c, or less O.C. max 4' Top Chord Scab (Typical Each End) Flat top chord purllns required at both ends and at 24' .lax o,c, spacing in between. Detail B ' Purlin Spacing > 24' o,c, Piggyback cap truss slant Walled to all 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 nails (0.128'x3') at 4' o.c. 12 Attach purlin bracing to the flat top chord i i using n minimum of (2\\box malls (0.135'x3.5'). Up to 12 4' Purlin Spacing ) 24' c.c. max Top Chord Scab (Typical Each End) Chord Full Flnt tOp c or-d-pun-fins reauired 0.t Depth both ends, put -Lin 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 Detail A. w.VARNINaa READ AND FMJ-UV ALL NaTES a TMS DRAVINGI —11WORTANT.w RDdiISH THIS BRAVING TB ALL CONTRACT13RS INCLUDWG THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Bulding Component Safety Information, by TPI and SBCA) for safety gctices prior to performing these functions. Installers shall provide temporary bracing per BCSL less noted othe..I..' top hard hall have properly attached structural hemthin9—tr. d bottom chord shall hove a properly attached rigid ceiling. Locations shorn for permanent lateral restraint of webs eL ��shall hove bracing Installed p¢r BCSI cvetlone H3, 87 or 810, ae applkably. Applyplatysto aoch faea O /L�� i truss rd position a shorn above and on the Joint Detois, unless noted otherwise. Refer to drorIng. 16DA-Z for st-d—d plate positions. Alpine, a division of ITV Building Components Group Inc shalt not be responsible for any devlatlon fro, AN ITW COMPANY this drawing, any fall... to build the truss In conformance with ANSI/TPI 1, or for handling, sNppft, Installation 6 bracing of trusses. A seal m this drawing or cover page UstIng this drawing, Indicates acceptance of professional nglneeri g responsnAty solely for the design shown The sultabllKy and use of this drawing 13389 Lakefront Drive for any structure er Is the responsibility of the B.I.I g Deslgnper ANSIAPI 1 Sec2. Earth City. MO 63045 For more Information see this Job's general notes page and these web sltes, ALPINE. •rr.oloIneit•.coni TPI, rw.tolnstoro, SBCAr •rrsbclntlustw.oro, ICG •••leesaFv.aro 4' Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlln bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord #3 grade 2x4 scab nay be replaced with either of the Following, (1) 3X8 Trulox plate attached with (8) 0,120'x1.375' nails, (4) Into cap TC b (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'xl,375' nails. Note, Nailing thru holes of wave plate is acceptable. le In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face a B' o,c. with (4) 0.120'xl.375' nails Into cap bottom chord and (4) In base truss top chord, Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' (min) APA rated sheathing gussets (each face). Attach @ 8' o.c, with (BJ 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face). Attach a 8' o,c, with (6) 10d box nails (0.128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces, 28PB Wave Piggyback Plate One 28PB wave pigggyback plate to each face e 8' o.c. Attach {eeth to pig%Yback at time of fabrication. Attach to supporting truss with (4) 0,120'x1.375' nails per face per ply. Piggyback plates may be staggered 4' o.c. front #o_back faces, SPACING 24,0' REF PIGGYBACK — DATE 10/01/14 DRWG PE160101014 J Hip Frame Details Hip Frame 2: ,R, ),thed Use this detail for: ASCE 7-10, 180 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 bracinngg for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber. Residential, Wind TC DL=4,2 psf, Kzt=1,00 Structure panels must be properly attached directly To hiRoniVP-tins, ssVARNING" READ AND FM1MV ALL NOTES ON THIS CRAVING] WKPaITANTn FURNISH THIS DRAVIW TD ALL CONTRACTORS DCLUDING THE INSTALLERS Trusses require extreme care In fabricating, handling, shpping, InstalUng and bracing. Refer to and : Q„ GEN ��, n �\� �\ S� REF HIP FRAME fallow the latest edition of BCSI 1,1ding Component Safety lnfornatlan, by TPI and SBCAI for sofety practices prior to performing these functions. Installers stall prarlde temporary bradng per BCSI. Unless noted otherwise, top chord shall Fave properly attached structural sheath g and bottom chord shall haveproperly attached rigid cellhg. Locations shown for permanent lateral restraint of ebs. hall have b-cing Installed per BCSI sections B3, H7 or BIO, as applicable. Apply plates to each face _ N _ = DATE 10/01/14 DRWG HIPFR1801014 IILII•�L—� �1—!NV of truss and pposition as shorn above and on the Joint Details, unlless noted othersise. Refer to drawings IBOA-2 for standard plate positions. S A`f'E OF AN fiW COMPANY Alpine, dlvlslon of ITV BulldlnH Components Group Inc shall of be responsible for any deviation from this drnrinp, any fotture to bJltl the truss In conformance with ANSI/TPI 1, or for handling, shipping, bracing f trusses. r, 9 Q installation L A seal on this drawN cover page Usting this drawing, Indicates acceptance of professional engineering responsOoNty solely for the design shown. The suitability and use of this drawing �CCy y - �� ! f ?�0 for any structure Is the respo—Mity of the E.RdkV Designer per ANSI/TPI I Sect �'!/. {FI17A 6 rive EarthQTkeMO 63frcnt 00d5� Y for more Information see this job's general notes .l D page and these web sitesi ALPINO wrrclphvltw.Coni TPD +v.tphst.orgl SBCAi rwr.cbdndustry,orgi ICO +rwlccsafe.org /AIA (Nfl4e p6%\ f/111II11111 CLR Reinforcing This detall 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 detall Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-rein forecement 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 Size Specified CLR Alternative Relnforecement Restraint T- or L- Reinf, Scab Reinf. 2x3 or 2x4 2x3 or 2x4 1 row 2 2x4 1-2x4 rows 2x6 2-2x4 2x6 2x6 I row 2 1-2x6 rows 2x6 2-2x4()IO 2x8 2x8 I row 2 1-2x8 rows 2x6 2-2x6OIp 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, 00 Center scab on wide face of web. Apply (1) scab to each face of web. Member Substitution T-Reinforcement or L-Reinforcement: T-Reinf. or L-Reinf, Apply to either side of web narrow face, Attach with 10d (0,128'x3,0',min) nails at 6' o.c. Reinforcing member Is a minimum 807 of web member length, Scab Reinforcement: Apply scab(s) to wide face of web, No more than (1) scab per face. Attach with 1001 (0,128'x3,0',min) nails at 6' O.C. Reinforcing member Is a minimum 807 of web member length, ■■IMPaiTANT" VARN"Q" READ AND FDLLOV ALL NOTES ON TNIS DRAVINS n FURNISH aS DRAVING TO ALL COITRACTai DCLLMMG THE 3NSTALLENS, ,.Trusses latest ¢mtlone^oFcare BCSI BuRding fabricating, Conponent Savotypinf r otlonl,nhy TPlbrac bracing.Refer to and practices prior to perfor^Ina these functions. Installers shall andUnless no otherwlse, top chortl shall have properly attached Provide lctural sh¢ptyjybr°tl^D per BCSL Q �� shall have a properly attached IDItl cemmo. Locations shorn for ng antl button char shall have is Installed per BCSI seCtlong B3, B7 or Bto, as a P¢rnnnrnt lateral estrolnt of ebs s. of truss n d pp ""on as horn above and on the Joint Detaks, unless bnotedPothetrt-s to each face Refer to d— gs 160A-Z For stantlord plate positions. AN :rW COMPANY Alpine, division of ITV Building Conpanents Group Inc. shall not he sponsible for an devlotlon fro this droring. any failure to build the t=s In conFornonce with ANSf/TPI I, ar far handling, shipping, Instnlln<lon L bracing of trusses. A seal on this drawing ar cover page it this drorhg, lndkates acceptance of proFesslonal ergheering responsavdty solely far the design shorn The sultablllty and use of tins drawing Ea,lh its MO Drive Far any strcture Is the responslbglty of the Building Designer, per ANSI/TPI I Sect Earth Cily,M063045 ALPINE, n re InForno Uon see thls Job's general notes page and these web sites. v.alpinelt►.conl TPh r .tpinst.orgl SBCA� r..shclndustry.org, ICo ... l—nee �P V\CEi�s� F/i-i of _OAlo Scab 0 LL PSF REF C DL PSF DATE ZIAC DL iOT. PSF DRWG C LL PSF LE). PSF DUR, FAC, SPACING CLR Subst, 10/01/14 BRCLB Cracked or Broken Member Repair Detail Load Duration = 07 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 species as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall Into 2x4 members using two (2) rows at 4' o,c., rows staggered. Nail Into 2x6 members using three (3) rows at 4' o.c„ rows staggered. Nail using 10d box or gun nails (0,128'x3', min) into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area, Broken chord may not support any tie -In loads. s L L 4' o.c �Typicai ~ + O + O + 0 + 0 O + O + 0 + 0 + -i 2' F— Stagger + = Back Face 10d Box (0,128' x 3', min) Nails: 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 24' 975# 1055# 14954 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 4 2' 2975# 3b45# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 4 8' 1 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 1 5280# 6095# 6660# Nlnlnun L Dlst.nce ..VARNINGI.. READ AND FDLLDV ALL PATES [INTHIS DRAVINGI `♦♦ v — ^• f`� �✓ ..DD'DRTANT.. FURNISH THIS DRAVING TO ALL CDNTRACTOM INCLUDING THE INSTALLERS, Q,. GEN !A, ��REF MEMBER REPAIR Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and �� l71♦ _4 !� fall.. the latest edticn of SCSI Mftwng Component Safety Information, by TPI and SBCA) for Safety ` �\ DATE 10/01/14 practicec prior to performing these functions. In, shall provide temporary bracing per SCSI. No. Unless noted otherwlse, top chord shall have properly attached structural sheathing and bottom chow DRWG REPCHRD1014 .hall have S properly attached rigid ceiling. Locations shorn for permanent lateral restraint of ebs / e Q �� F� fl � shall hnvv bracing Installed pvr BCSI sections the J r Details, ils applicable. Apply plate. to each face i� Illlll��\VVI II f truss nd position ns sham Shove and n the Joint 1110,. unless noted .Sherrie. Refer to drawings 160A-2 for standard plate positions. IS TE OF Alpine, a divb:lon of ITV Building Components Group Inc shall not be responsible far any devl.tlon from �'� AN ri'w COMPANY this droving, any fnlure to build the truss In conformance with ANSI/TPI 1, or for hand(Ing, shipping, -/ A �,♦ }� inst.11ation 6 bracing F trusses. :. 0, � p A seat on this droning or cover pope listing this drawing, Indicates Sccept.noe f professional i'�' ran 0 F; O \,r`♦/,O♦♦ engineering responslblUty softly for the design shorn The sult.b4lty d use of this drawing ♦ C• n r� for any structure Is the responsibility of the Bulldeg DeJgner per ANSI/TPI 1 Se*1 A Vs, h�/� { 1.�? t 3389 Lakefront page and these web sltes� AA/ `� ♦♦ For more Information see this Job's general notes / y UlY!'1l. \♦ Earth City�5— INC-pLPr relpinvltw.coni TPI, wwr.tpinst.orgi SBCAi rrr.cbcindustry.orgi ICG rrelccsafv.org /fff1111 1Tt\t\\\\ SPACING 24, 0' MAX STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' ❑C MAX. LENGTH TO TRIM FILLER 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' ❑,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 + ❑R - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). x APPLY REQUIRED BRACING (SEE BELOW). OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ❑RIGINAL TRUSS, SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRAC-ING-EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC-TRUSS_DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CRORD-(MAY-BEINDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE_E6LSE FRAME CHORD AT 10'-0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED -- DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION OF ANSI/TPI. THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD L❑ADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. SPACING AND 1OPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS hln=n ❑N THIS SHEET T USE THIS DETAIL F❑Rl ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). 'RI❑R BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, BER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'). iE FRAMES ON CANTILEVER SECTI❑NS OF A TRUSS. NUTE1'FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD C❑NDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY 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 ADDITI❑N TO ABOVE RED. - J❑IN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN, VERTICAL BLC - MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') @ 3' D.C. AT THE FALSE FRAME HEEL JOINT IF •DESIRED, - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1,375' NAILS 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' —L-ONG-MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d B❑-(0.128=x3_) NAILS ❑N EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). WARMSH T READ AND FGLLGV ALL NOTES RS THIS DRAVD(a ♦ ♦♦+�' JAL iN+fIR�` �•,,� REF BC -"ILL -ER oDIPD(TANi>v FURNISH THIS BRAVING TO ALL CONTRACTOt2S INCLUDING THE INSTALLERS. ♦ \ A Trusses require extreme care In fabrknting, handling, shipping. Instn111ng and bracing. Refer to and ` \ �, faun. the latest ¢mton of BCSI (BuHrinp Component Safety Infrratlon, by TPI and SBCA) for safety Q� �GENSt� DATE 10/01/14 practkes prior to performing these functions. Instnllers shall provble tenpornrryy hrnUng per BCSL C Unless noted otherwlse, top chord shall have properly attached stwctural shenthing and bottom chor shall have n properly attached rigld ceiling. Locations shown for permanent lateral restraint of webs N ° DRWG REPBCFIL1014 d �� Ing shall have and position ion attedss per BCSI sections the J or BIG, et s applicable. Apply platesotherwise. to each face f twss antl position shown above and on the Joint DeSnAs, unless noted othenke, NY Refer to drawings I6OA-Z for standard plate positions. AN RWCOMPANY thAlpine, a rivlslon of ITV Building Components Group Inc shod not be responsible for any tlevihtlon fro S A 1 E OF g, any follure to build the truss In confarnance with ANSI/TPI I, or for )wndUn9, shipping, A �, w installation 6 bracing of twsses. 'I A seal on this drawing or cover page Usting this drawing, inmcates acceptomce of professlonnl engineering responsibility solely For the design shown. The suitabtlty and use of this drawing i �,S♦ ` 0 Fl,Q `V 13389 Lakefront Drive for any stwctre Is the responsibility of the Building Deslgner per ANSI/TPI I Sect. '�� .C♦p f�\\ ♦♦ Earth City. MO 63045 For more information set this job's general noses page vd these web sites, �y�C.Na�6wt♦ ALPINE www.alpinelte.coni TPI. www.tpinst.orgi SBCA, www.sbclndustry.orgi ICO —1-safe.org �bt,. t7 Y }t v♦♦♦ SCAB 2X4 OVERHANG DETAIE ASCE 7-05 120 mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30,00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3.0', min) nails at 8' o,c, plus clusters of four nails where shown In figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species, NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections. o lU�\vll AN rrw COMPANY 1:f789 Lakefront Drive Earle Lakefr067045 - - _ --VARNINM— READ AND FDLLDV ALL NOTES DN THIS DRAVINGI ■■WEIRTANTo FLRNISN THIS DRAVING TO ALL N3DITRACTDRS INCLUDWG THE INSTALLERS. Trusses require extreme core In fabricating, handling,shipping, Installlnp and bracing. Refer to and follar the latest edition of DCSI <Dultling Component Safety [nfornotlon, by Till and SDCA) far sofety practices prior to performing these functions. Instalters halt provide temporary bracng per umtess noted otherrlse, tap chord shall have properly attached structural heothing and bottom ahnrd shall have a properly attached rigid cell Q' LOCatkln5 shorn Far permanent lateral restraint of webs Installed per aBCSbove Joint or Det s apWlcahle. Apply plates to each face sections the shod have and position of truss nd position as shorn above ti on the 7or DID, as, unless noted otherwise._ Refer to drarings 160A-2 far standard plate positions. Alpine, o mvlslon of ITV D Iltllnp Canponents Group Inc shall of be esponslbte for any deviation from the dror ng, any FaRure to bold the truss N conFornance xith ANSI/TPI 1, or for handung, shipping, Installation ll bracing f trusses. A seal Ws dra,bg or cover page ustngn this drarbp, indicates acceptance f proessiunal for ny structu a isstthe sresponsbuky of For the sthe DullshoydIno Designerern. The yANSVTPI I Sect and use of this �r� For more Information see this Job's general notes page and these web sites ALPINE, rxr.a(pinelte.comd TPL rrx.tpinst.org) SECA, .rr.sbclndustry.org) ICG rrrlccsof..org IV T-_— - - - •• I /•++ \� \ �/L '+� `. r,ENg F I `` ` �� _ No = A = T` : SATE OF �t +i -r© �4 0 8\mgIneeQ ♦��f +y�h��' \�h\\\\\\\ �Styf IONAL�\\\\ Jul,/ %%% TOTAL TOP CHORD L❑AD N❑T T❑ EXCEED 40 PSF (DEAD PLUS LIVE) REF 2X4 SCAB ❑,H, DATE 10/O1/14 DRWG❑HSCB2X41014 OUR, FAC, 1,15y1,25 SPACING 24' I STRONGBACK BRIDGING RECOMMENDATIONS I BUTTSTRONZO BRIDGING TOGETIEt 4',o. 4-0' 2tdl SCAB ATTACH SCAB WITH 10d BOYJGU N (0.12059.0') NAILS W 2 ROWS ATS' O.C. NOTE IN LIEU OF SPLICING ASSHOWN. LAP STRONGBACK BRIDGINO MEMBERS FORAT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE: Details 1 and 2 are the preferred attachment methods ATTACHS3)10dCACKTO MMON O wrewi(s)loacoMMON 2 (0.14OW) NAILS OR (4)10d O / / fGUN/ (0.17876.07 NALS / Imo\ (2)10d COMMON (0.148k91F) OR BOXIOUN (0.12r4l n NAILS ATTOP AND BOTTOM OF 2N4 SCAB -ON BLACK ATTACH STRONGBACK TO BLOCK W1 (3)10d COMMON (0.148W.Cr) NAILS 01 (4)1Dd BOXA3UN (0.1285t3(r) NAL& O SiRONGSACKBRDGNG SPACING REQUIREIJEINTS Up to 10 Nan 10 to 20 1 tadr mt ortbr d apmt mt0SO2tan laud, SO to 40 S rows 0 at emb Owr4d Specomwantl0oA 'TO BOTTOM CHORD WITH STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES (2)#no-3-SCREWS All scab -on blocks shall be a minimum 2c4'strew graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 "stress graded lumber.' 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 UY 4r o.c. (max.) The tanns'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'strongbac k brdging' Is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce 'bounce" or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by ITW Building Compents Group Inc. For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information).. e- e-1. bd.U.& hmdling WppLW. -.t-- ead body. Ydc b .ne fellow D= (aNdln, Compoast Bddy lctmm.Om. by TFI .nd M fe slaty pm.0.m prior to parfarmloN thme timctlaaa bxWlm..b U �.a`'•��1L- 111f��T "'�.,� �/L TC LL PSF REF STRONGBACK_ yrarfe. maapraary Dmdy pe B®. Ua1.m acted ethvrY., leyy Dam pmpvly At..bd atm.Wd p.oaL .od bolt® chord amn mre a properly atWW .ldd seem& I..atma:.na.a to parm.beat mtmat rowae d nDe .nen n.m . \ %N `. S� �` � ' TC DL PSF DATE 2/28/11 DRWG STRBRIBRO211 °racy I.W d pe eras ".um. n h Bf. e" ter JW. j.—I cam' M. to roar idem.nan. a � BC DL PSF "OWMARr FUTNM Corr OF 7W DN B 10 DMIUMN CORMACIBR ITT Dewma Comp®mL Dmap b. OTWBW) sW cot De for my derin`faa fmm. this dead, any f4m. to bad tha t—m ooalormsar rdth 7n a f hlmBay D.adDy..6dppty, WI.Dm{ k br d.S d t— MMOM amammr;dd . = N �l = C LL PSF BIt+V Catt>otrrGatpim "e made d zl/IB/1NJ (T,e/D/q tmc addd @.w sT/1o/eD (t/tr/B� Wr• .ma• .ppb p,.w m a"h t... d trm. podtloned s .Dora .bare .ad on kmt Dames - A7E OF - OT. LD. PSF a .� ®Leta d<..Iy a .are pay. mdln4. aa•�ma...ad yaafa.Wu mpaamm¢ ,epm.mtmy may to th. trap compomnl dml� .Dom the sltabWy .ad ve IhL oompanent tar .y Dofldmd Y 1Da repm�wy d w eaeety �..utr�ey�mms°rl DUR. FAC. 1.00 Lys w tto�r m BM: :...tpWtooe TML rrr..b.mea try.mml I= rrrJc d&ors o Rk®��\��I\��` n.- - - - . e� ..�`� SPACING