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Home My WebLink AboutTRUSS11 a -OWS RANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FI 34736 cent onents, t,Lc one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS012 Printed: Thu, Oct 12 2017 - ✓oD mrormarion: Address: FOR Name and License Number: Customer Name: Creekside Lot 12 DR Horton 3146 Tidewater Cir Description: City, State, Zip: 4EBB 1828-Cali "C" Fort Pierce, FL Roo/Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: I TC Dead: j BC Live: BC Dead: 20 7 0 10 0 0 0 0 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 24 Total 24 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 AtA 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 AB 10 A9 11 A10 12 All 13 Al2 14 A13 15 A14G 16 A15 17 A16 18 B1GE 19 C1GE 20 ER 21 13J5 22 B,13 23 BJ1 24 CH 6P Digitally signed by Manuel Martinez Manuel DN:c=en tive,oTrustACESBusiness '-�j Representative,ou=MANDE ASSOCIATES P A -M I M rt' .., cn- anue a Inez, 0.9.2342.19200300.100.1.1=A01098000 • T 6b01,4B4CF8FE9600002llF 7 Date `2017.10.13 09:08:51-04'00' i n: e ` Adobe Acrobat DC version: r.a /N 2015 006.30352 SERIAL W - 40 015A 38 FF 51381 B0 SB 7F 48 00 99 2E S51`5 k'hss it�ai^ hashers aldc7r�?�5(P�n�ct ar�.d�.raiddtrr kYal Fdurtinnx,. ➢'E,in. Im. t6 nnj on tacdW& MWWR qbe z lwnga SH -1 ,xvthcrrticatlxsnxode. PYentcd c�fax�f rais�I�e:�-€�;t ara:�ct ersa sfd�sd sFgnz.��d ssslsd. .md the S,A�2 ev1recukat'&as zade rnrzst 1ve gi<r1fnd as e6ectrur+ "aict. File Copy Page 1 of 1 � 4T RANEY COMPONENTS anetf 19900 Independence Blvd. Groveland, A 34736 omponents, LLC one: (352)429-9429 " (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS012 Printed: Thu, Oct 12 2017 Jav mrormauon: Address: EOR Name and License Number. sromerName: Creekside Lot 12 3 Horton 3146 Tidewater Cir scription: City, State, Mp: :BB 1828-Cali "C" Fort Pierce, FL Roof Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live. BC Dead: 20 7 0 10 0 0 0 0 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 24 Total 24 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 AtA 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 A8 10 A9 11 A10 12 All 13 Al2 14 A13 15 A14G 16 A15 17 A16 18 B1GE 19 C1GE 20 5,17 21 BJ5 22 BJ3 23 8,11 24 OJ7 Digitally signed by Manuel Martinez Manu e I D presen, tive,oTrustACES Business Representative, ou=M AND E AASSOCIATES P.A., cn=ManueI Martinez, 4.9.2342.19200300.100.1.1=A01098000 '; • 0001_464C8FE960000211F 51 a 0 00'+' L Adobe Acrobat DC version: 2015.006.30352tNo 0471$2 f. 40015A; FF5BnB0BB7F480099. &5FB Yxals iSamR2lIDaateak gsbg+ad snd=aladbY tAx Amirm", r E�5L uc.,4471mf m thedata shawa atom Wag a s;Wl . aanecas;cas.'tvdm z'^ tad ccpn�s- r xd+ rrsrt vat =Wdmd*aa4?and=Ind asae ttrs�..�:axtfianticater�accle rarzst @aaraaff uesagralcctrnrle ca3sles. Page 1 of 1 Job Number: 136DCS012 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Truss Label: Al T10" 12 6 p Ply: 1 SEQN: 635448 / T10 / COMN Qty: 11 FROM: AH DRW: Wgt 221.2 Ibs .. / ... 10/12117 19'10" 25'3"9 31'10" 39'8" 5'5"9 5'5°9 6'6°7 T1D" ID F�3X4 (a) k5X6 G °D (a) (a) H=4X6(A2) P I12X4 1' 7'8"12 4-3"4 TB; 12' 114'D"1 O N M L K =3X6 =3X4 =3X8 =3X4 =3X6 2'0"1 5'9"1 5'9"1 2'0"1 19'10" + 257"1 27'8"" J 1112X4 4'3"4 7'8"12 31'11"d F 39'8" 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 U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.178 M 999 240 B 1650 / 709 / 961 / - / 445 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.38E M 999 180 H 1650 1709 / 961 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.163 J - - B Min Big Width Req = 1.9 Noffit: 10.00 Mean Height: 15.00 It Code / Misc Criteria CreepFactor. 1.5 H Min Brg Width Req = 1.9 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf P Bldg Code: FBC 2014 RES Max TC CSI: 0.633 Bearings B & H are a rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.550 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.604 Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F B - C 1442 -2960 F - G 1108 -1898 1263 -2429 Lumber C - D 1263 -2429 G - H 1442 -2961 Value Set: 13B (Effective 6/1/2013) D-E 1108-1898 H-1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "138" uses design values approved 1/3012013 by ALSC B - P 2568 -1122 M - L 2081 - 814 P - O 2565 -1122 L - K 2566 -1128 Bracing O - N 2565 -1122 K - J 2566 -1128 (a) Continuous lateral restraint equally spaced on Or 1x4 "T" 80% length of e �� N - M 2081 -788 J - H 256B -1128 member. reinforcement. web member. Same species & SRB grade or better, aq * sT. *yr ' Maximum Web Forces Per Ply attached with 8d Box or Gun (0.113"x2.5",min.)nails p (Ibs) @ 6" oc. ate, Webs Tens.Comp. Webs Tens. Comp. P - C 286 -13 M - F 468 -734 Tray Scab(s) C - N 387 -554 F - L 484 -204 (1) 2x,14-3-11 x SP #3 scab at each end. Attach N - D 482 -203 L - G 387 -554 scab to face of chord with: Nails @ 8" oc, plus • .Z D - M 468 - 733 G - J 286 -15 additional nail clusters at: BRG.: (0), heel: (0), list (0). . >. a .. � e E - M 1338 -714 panel point: . .. ,� Loading Xw Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide4 clearance. 0 SEPJAL Wind 40015AnfF5881BID BB7f4800992E85 FB Member design based on both MWFRS and C&C. Thu j1aM'A= seM zndwaicdb~jU20Mrnarthw �^£�:.1.. 1tc.C4rSHZ1ant5m �aze:iusvesatxis� � a 5NA i av�ant+ca.tic�rsc.iaa. tad enpkes�rf� dais¢ar+aa��te�ix$�.+�ad ffignee:'�h zaaivsH �6 21xxt�iA>-: asa�ent�a93�as da mssat O:eremr9f�ras am�rdactmrak M "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byV TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached) rigid ceiling Locations shown for permanent lateral lrestraint 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 Join f Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alppine, a division of ITW BuildinlComponents Group Inc, sh I II not be responsible for any deviation from this drawing,any failure to build the miss in conformance with ANSI PI 1, or for handling shippl{iq, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of profession engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIMPI 1 Sec.2. Job Number: 136DCS012 Ply: 1 SEQN: 635452 / T13 / COMN 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss label: AlA Wgt: 254.E Ibs .. / ... 10/12/17 144"7 'f 19,10° 22'6"4 26'a" 31'10" 39'8" 7'10" 6'6"8 5'5"9 2'8"4 4'1"12 5'2" 710" m fo 0 T N m4X6i 1� Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " E=aX12 0 6(A2) 1920 M3X6 =3X4 =8X8 1112X4 1112X4 =5X10 T8°12 4'3"4 2'0"1 5'9"1 2'10" 4' 5'0"1 7*11"15 1� TB"12 12' 140°1 19'10" 22'8" T8° 31'8"1 3918" Wind Criteria Wind Std: ASCE 7-10 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: h/2 to h C&C Dist a: 3.97 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): . WAVE, HS Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.233 F 999 240 VERT(TL): 0.539 F 876 180 HORZ(LL): 0.124 K - - HORZ(TL): 0.286 K Creep Factor. 1.5 Max TC CSI: 0.615 Max BC CSI: 0.549 Max Web CSI: 0.972 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1557 / 708 1960 / - 1445 / 8.0 1 1557 1707 1959 I - /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 1 Min Brg Width Req = 1.8 Bearings B & I are a rigid surface. Bearings B & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-B 27 0 F-G 1417 -2556 B - C 1439 -2761 G - H 1753 - 3390 C - D 1261 -2220 H -1 1434 -2754 D-E 1106 -1732 I-J 27 0 E-F 1511 -2512 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ )) B - S 2390 -1119 P - O 20 -9 S - R 2387 -1119 N - L 2965 -1289 vet � R-Q 2387 -1119 M-K 26 -12 v � Q - P 1897 - 78B K -1 2382 -1121 r Maximum Web Forces Per Ply (Ibs) No 047=1 Webs Tens.Comp. Webs Tens. Comp_ ' S-C 286 -13 N-F 214 -147 � C - Q 384 - 563 N - G 578 -1048 ��, a STATE Q - D D-P 458 -199 471 G - L L-M 669 -407 71 -681 -3 . v E - P E - N 59 - 531 2267 -1099 L - K L - H 2552 -1200 634 -187 P-N 1880 K-H 466 -659 -869 t ai4_ N-O 18 -1 i 40015A38 Ff51381BOBB7F4S00,992E85FIB 33sL Ika¢sYxsxiae�sels - 7si ad XrA •s"Indtr/ F3Easus4wartb'es, PE(n..t(e.CiTSH2(en ti��sciiSa ahawa a6nvma�' gs SHJ&i 3G'�i ed7C+Ga3�6Y CLS;'IL.. �isaecd ca�si�xrdct�s d�vra�rzi aym nvt rrs�§�saii r sasd ssai�aF sash ztr.s?:. su?;ien�caSicssz¢zdn rtvSF rxaai rrsx sss7�tecRmr� caztlas.. *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byv TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefiy id ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, e. AD Dlates to each face of truss and Dosition as shown above and on the Join Details. unless noted otherwise. (2efer to a division of failure to build the g or cover page m. The suitability Job Number: 136DCS012 Ply: 1 SEQN: 6354611 T9 / HIPS 4EBB 1828-Cali "C" !DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A2 Wgt: 246.4 Ibs .. / ... 10/12/17 �4'2°11 19' 20'8" '5"5 31'10" 39W T10" 6'4"11 4'9"5 1'8" 4'259"5 6'4"11 T10" _ =5X8=5X6 E F 1112X4 D G 1112X4 12 6 p o (a) (a) �5X6 p 5X6 C H 0 =4X6(A2) B ha4X6(A2) 3g A J Q P O N M L K 1112X4 =3X6 =4X10 =4X10 =4X10 =3X6 1112X4 7'8"12 4'3"4 2 2"11 555 2'2"11 4'3"4 7'e"12 1 7'8"12 12' 14'21 19'10" 25'5% 27'8" 31'1'% 39'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.153 G 999 240 B 1557 / 710 / 963 ! - ! 428 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.352 G 999 180 1 1557 1710 1964 ! - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.063 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.145 K - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 it TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.8 Soffit: 2.00 BCDL: 5.0 sf p Bldg Code: FBC 2014 RES Max TC CSI: 0.599 Bearings B & I are a rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist: h!2 to h TPI Sid: 2007 Max BC CSI: 0.557 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors. Used: Yes Max Web CSI: 0.648 Loc. from endwall: not in 9.00 it FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1428 -2193 Lumber B - C 1469 -2762 G - H 1287 -2212 C - D 1286 -2212 H - 1 1470 -2762 Value Set: 13B (Effective 6/1l2013) D- E 1428 - 2193 I- J 27 0 Top chord 2x4 SP 41 E - F 1087 -1539 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSO )' B - Q 2391 -1147 N - M 1534 -596 Bracing Q - P 2388 -1146 M - L 2388 -1162 (a) Continuous lateral restraint equally spaced on member. Or 1x4 T" reinforcement. 80% length ofa P - O 2388 -1146 L - K O N 1534 K 2388 -1162 2391 web member. Same species & SRB grade or better,47, , . - -584 -1 -1162 attached with 8d Box or Gun (0.113"x2.5",min.)nails 44 Maximum Web Forces Per Ply @ 6" oc. (Ibs) Webs Tens.Comp. Webs Tens. Comp. Tray Scab(s) 4 Q - C 290 -13 N - F 338 -255 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach to face Nails 8" , . It "� C - O 386 -570 F - M 817 -562 scab of chord with: @ oc, plus BRG.: heel: 1st s e D - O 315 -317 M - G 315 -317 additional nail clusters at. (0), (0), (0). + e e e •,, O- E 817 -562 M- H 386 570 panel point: 4* 0# a E - N 338 - 256 H - K 290 15 Wind Member design based on both MWFRS and C&C.�� g . 40 015A39 FF 58 91 B0 BB 7F49 00 99 2E 95 FB IhU ltemHusteevteket s&gn°d aas9 ewalsdby Ma Akutttees, PE (a. L[C.0471221 on the dais; shown above wag SHA 1 uanhan�rt¢adm Pihtvd ccpt�aftNs dncoae&At not crnsl ed si'gsad=smbd and the SHAaacdhentIQUanmde must Ccwstfod m my dectronk raplm, "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regtuire extreme care in fabricatiriq, handlingp shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Componen Safety Information, by TPI an SBCA) fo'r safety practices poor to performing these, functions. Installers shall provide temporary bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins Iled per BCSI sections B3, B7 or BI0, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover piathge_ listing this drawing,indicates acceptance of pprofessional engineering responsibility solely for the design shown. The su" bility and use of this dawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCSO12 Ply: 1 SEQN: 635457 / T1 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A3 Wgt: 235.2 Ibs / .. 10/12/17 7'10" + 14'2"13 F 18'0"1 } 2_ 1'7"15 + 25'5"3 { 31"0" 39'8" T10" 6'A 39"4 3'7"14 3'9"4 6'4"13 T10" m 5X6 1112X4 =3X6 =4X10 =410 m410 =3X6 p12X4 1' 7B"13 4'3"3 2'2"13 57"3 5'7"3 2'2"13 43"3 T8"13 1' 7'8"13 12' 14'2"1 19'10" 25'5"3 2T8" 31'11"3 39'8" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE 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. y Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.150 D 999 240 B 1561 1711 1965 / - / 408 / 8.0 VERT(TL): 0.347 D 999 180 1 1561 / 711 1965 / - / - 18.0 HORZ(LL): 0.064 K - - Wind reactions based on MWFRS HORZ(TL): 0.147 K - - B Min Brg Width Req = 1.8 Creep Factor. 1.5 1 Min Brg Width Req = 1.8 Max TC CSI: 0.597 Bearings B & I are a rigid surface. Max BC CSI: 0.557 Bearings B & I require a seat plate. Max Web CSI: 0.977 Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver:16.02.01D.0314.13 A-B 27 0 F-G 1461 -2183 B-C 1502-2771 G-H 1318 -2215 C - D 1318 - 2215 H - 1 1502 - 2771 D-E 1461 -2183 I-J 27 0 E-F 1144 -1617 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. B - Q 2399 -1176 N - M 1606 -679 Q - P 2396 -1176 M - L 2396 -1203 P - O 2396 -1176 L - K 2396 -1203 O - N 1606 - 659 K -1 2399 -1203 Maximum Web Forces Per PI ( Ibs Webs Tens.Comp. Webs Tens. Comp. e Q - C 290 -13 N - F 299 - 216 C - O 389 - 579 F - M 766 - 533 a ,a,* s ay D - O O - E 300 - 288 766 - 533 M - G M - H 300 389 -288 - 579 E - N 300 - 216 H - K 290 -15 40 015A 38:FF5B 81 BO B57F48 00 99 2E 85 FB Vku Item h" E,*aastakrAranisan9 nod znd=3fad by rnaMe7 Ntarttne,4 ?E (n.. tCc.C$it°,.2(rmSm da3eshatvrt xhtvsffi.sr�+ti�.aSNB �ttitntftatiwicx�]r. Fmmd CCFe= artfih dm-r.-saaraasa not C=jdrxrd tignedm it tmtlzd �a6 Et��A 2 atethentEtatPe�ea�la nit bn! �srifae�S.�rt a�tr:�ectarc.� r 40L —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS gulre extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) fo'r sa ety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny d�id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 10, tie. Apply Plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to a division of any the its drawing,any failure to build the on this drawing or cover page re design shown. The suitability Job Number: 136DCS012 Ply: 1 SEQN: 635459 / T8 / HIPS , 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" I Oty: 1 FROM: AH DRW: Truss Label: A4 Wgt: 238.0 Ibs / ... 10/12/17 T70" 1,4-2"12 1T 22'6" 25'5"4 31'10" 39'8" 7'10" 64"12 2'9"4 5'8" 2'9"4 6'412 T10" =5X6 6 F 1112X4 D G 1112X4 12 In 6 lk5X6 1 5X6 C H o� =4X6(A2) B t=4X6(A2) A J Q P O N M L K 1112X4 =3X6 =4X10 =3X4 =4X10 =3X6 1112X4 1 8"13 473 2'2"12 574 57"4 2'2"12 4'3"3 T8°13 l� 78"13 12' 14'2"1 19'10" 254 2T8° 31'11"3 3511 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 foe Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.148 D 999 240 B 1561 1712 1965 / - / 387 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.343 D 999 180 1 1561 / 712 / 965 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP_ C HORZ(TL): 0.149 K B Min Brg Width Req = 1.8 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 1.5 1 Min Brg Width Req = 1.8 NCBCLL: 2. 00 TCDL: 4.2 psi Bearings B & I are a rigid surface. Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.593 g g BCDL: 5.0 psi Bearings B 8 I require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h i TPI Std: 2007 Max BC CSI: 0.556 Spacing: 24.0 C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.759 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. " Wind Duration:1.60 WAVE [VIEW Ver:16.02.01D.0314.13 A-B 27 0 F-G 1466 -2162 Lumber B - C 1517 -2772 G - H 1334 -2214 Value Set: 13B (Effective 6/1l2013) C - D ' 1334 -2214 H - I 1517 -2772 D - E 1466 - 2162 1- J 27 0 Top chord 2x4 SP #1 E - F 1189 -1702 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSO Chords Tens.Comp. Chords Tens. Comp. B - Q 2400 -1195 N - M 1684 -748 Wind Q - P 2397 -1195 M - L 2397 -1224 Member design based on both MWFRS and C&C.�ea ° P - O 2397 -1195 L - K 2397 -1224 -�O - N -724 K-I 2400 -1225 e xs Maximum Web Forces Per Ply (Ibs) 047101 0 to Webs Tens.Comp. Webs Tens. Comp. iw oil * Q - C 289 -12 N - F 280 -194 Ur C - O 392 - 582 F - M 698 -494 D - O 274 - 241 M - G 274 -241 ° eSTATE QFa O- E 698 -494 M- H 392 - 582 e. .tea E-N 281 -195 H-K 289 -15 01 SA38 FF 5B 8180 FBB 3F48 0099 2E 85 FB rJx1t iieoi bsea a�xzt�j�aod x� salad by Mgt MartincZ L (a.Lk.mis2lonha daft %1WWmabWM 8sdng25RA-1 asentta'S:fia9smdr. ud cog��s�stns daata�r�arn mnEcom3derad s�:a��ad stalotfi awd 4h�sev i;l.xahonGsas mscmdc taut bavtdf sac=Vdcdwrdz r�Ies: -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT` FURNISH THIS DRAWING TOIALL 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 bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral (estraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 1 10, as applicable. Apply plates to each face. of truss and position) as shown above and on the Join Details, unless noted otherwise. defer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handlia shippi0q, installation and bracing of trusses.A seal on this drrawmg or cover page_ _ listing this drawing indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS012 I Ply: 1 SEQN: 635473 / T15 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A5 Wgt: 240.8 Ibs / ... 10/12/17 T10" + 14'212 +16'0"1 19'10" + 23'7"15 + 25'5 31'10" + 39'8" T 10" 6'4°12 19 5 3'9"15 3'9"15 1'9" 6'4"12 T 10" aM co tm =3X4 m5X6 102X4 =3X6 =3X8 =3X8 =3X8 =3X6 11&4 1 L 7'8"12 4'3"4 2'2"12 5'7"4 5'7"4 2'2"12 4'3"4 7'8"12 1' T T8"12 + 12' +14'2"1 19'10" F 25'S"4 + 278 31'11"4 397 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.150 F 999 240 B 1557 / 713 / 964 / - / 367 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.346 F 999 180 J 1557 / 713 / 964 / - /"- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.065 L - - Wind reactions based on MWFRS Des Ld:EXP: C HORZ 0.150 L - - �L) B Min B Width Re 1.8 q CL 10 NCBL: Mean Height: ht: 15.00 ft 9 Code / Misc Criteria Creep r. 1.5 P Facto J Min Brg Width Req = 1.8 .00 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.593 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to It TPI Std: 2007 Max BC CSI: 0.555 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.664 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s):. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1265 -1826 Lumber B - C 1530 -2763 G - H 1495 -2163 C-D 1351 -2210 H-I 1351 -2210 Value Set: 13B (Effective 6/1/2013) D - E 1495 -2163 I - J 1529 -2763 Top chord 2x4 SP 41 E - F 1265 -1826 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Botns. Chord Forces Per Ply (Ibs) Lumber value set "13B" n values uses design Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC . B - R 2392 -1212 O - N 1747 -801 Wind Member design based on both MWFRS and C&C. '� R - Q 2369 -1212 N - M Q - P 2389 -1212 M - L 2389 -1242 2389 -1242 Vk q ;0.'P - O 1747 - 775 L - J 2392 -1242 ex: xa Maximum Web Forces Per Ply (Ibs) '. Webs Tens.Comp. Webs Tens. Comp. R-C 289 -12 O-G 277 -181 C - P 390 - 576 G - N 690 - 521 STATE OF D-P 312 -253 N-H P E 690 521 N I 312 -253 390 576 - - - E-O 277 -181 I-L - 289 -14 F - O 201 -219 40 01 5A 38 FF 5B 81BO 60 7F 49 00 99 2E95 FB ultertfsasbeaxae{etlmata {s edzad=fadbyLuoa burkin", T i6i.l);[.G47193t onti�dxte ahawnolxi�m whagaSM 1 authemtatai�ncx�ta. inriatad c�ir�caxial�is drac�;ear� arnt uxss3�seaad ayyna�'anti xaimd M the .rat 8 ari3f dmu7dedrark =r'ID . "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, b TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly iid ceiling Locations shown far permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or t le. Apply plates to each face of truss and position as shown above and on the Joini9Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of TPI 1; or for h acceptance any structure its drawing,any failure to build the on this drawing or cover page ve design shown. The suitability Job Number: 136DCS012 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: A6 7'10"14 7'10"14 12 6 M 0 i` =4X6(A2) B s—t A Wgt '240.8 Ibs I FROM: AH 71 / T7 /HIPS I DRW; 712 1 ' 19'10" 24'8" 4 31'9"2 39'8" 3"13 I9 4'10" r 4'10" 9" 6'3"14 I T10"14 =3X4 =-5X6 Ee F G 612X4 D H 1112X4 'k5X6 I 10/12/17 K6(�) 1 R Q P O N' M L 112X4 =3X6 =3X8 =3X8 =3X8 =3X6 1112X4 7'8"12 4'3"4 2'2"12 57"4 57"4 2'2"12 4'3"4 T8"12 1� TB.12 12' 14'2°1 19'10" 25'5"4 27'8" 31'114 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.153 F 999 240 B 1560 / 714 / 962 1- 1346 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.354 F 999 180 J 1561 / 714 / 962 / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS EXP: C HORZ TL 0.152 L - B Min Br Width Re 1.8 Des Ld: 37.00 ( ) g q = NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = 1.8 Soffit: 2.00 BCDL: 4.psf Bldg Code: FBC 2014 RES Max TC CSI: 0594 Bearings B & J are a rigid surface. BCDL: 5.0 . psf Bearings B & J require a seat plate. Load Duration: 125 MWFRS Parallel Dist: h!2 to h TPI Std: 2007 Max BC CSI: 0.555 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.632 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 IWAVE VIEW Ver: 16.02.01 D.0314.13 A - B 27 0 F - G 1333 -1956 Lumber B - C 1550 -2771 G - H 1517 -2155 C - D 1366 -2215 H - 1 1366 -2215 Value Set: 13B (Effective 6/1/2013) D - E 1517 -2155 I - J 1550 -2771 Top chord 2x4 SP #1 E - F 1333 -1956 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 n values Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design Chords Tens.Comp. Chords Tens. Comp_ approved 113012013 by ALSC t�$ B - R 2400 -1231 O - N 1835 -868 Wind R - Q 2397-1231 N - M 2397 -1260 Member design based on both MWFRS and C&C.� �s Q P 2397 -1231 M - L 2397 -1260 P - O 1835 - 838 L - J 2400 -1260 . % � �e Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. e R-C 289 -12 O-G 278 -172 C - P 393 - 580 G - N 649 - 543 . , D - P 345 - 222 N - H 345 - 222 OF STATE P - E 649 -543 N - I 392 580 E-O 278 -172 I-L 289 -14 F - O 234 - 269 Ih0 01 SASS FF5B 81 BO I37F48 00 99 2E85 FB ilk item hm been wd-xaled by Mawsl marts ic3 &��., 1�.�&li&k} rn7�ffi.rritcer�a ate r.^�iiflga3FfA*L tadcapm f sde—,.=AMnotM'AdmdApmemd:sated z�d tic --iA>i awhentf=IiQAv le most be 4af3ed m wrdettrerk a3yiex.. -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO TALL CONTRACTORS INCLUDING THE INSTALLERS Trusses recq]wire extreme care in fabricating, handlingshipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarY bracing per BCSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippirig, 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 gnawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Job Number: 136DCS012 Ply: 1 SEQN: 635475 / T25 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A7 Wgt: 218.4 Ibs / ... 10/12/17 T10" + 140"1 + 19'10" 25'7"15 31'IT 39'8" T10" 6'2 l 5'9"15 5'9"15 ' " 6'2"1 7'10" -5X8 1112X4 =5X8 D E F It2X4 =3X6 =3X4 ESR8 �A4 =3X6 li! X4 1' 7 f 4'3"4 2'0"1 5'9"15 5'9"15 2'0"1 4'3"4 T8"12 1' T8"12 12' 14'0" IF? 25'7"15 27'8" 311 % 3918" Loading Criteria (psf) Wind Criteria TOLL: 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: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Def ICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in [or, Udell U# Pf. NA Ce: NA VERT(LL): 0.158 E 999 240 Lu: NA Cs: NA VERT(TL): 0.364 E 999 180 Snow Duration: NA HORZ(LL): 0.066 J - - HORZ(TL): 0.152 J - - Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.604 TPI Std: 2007 Max BC CSI: 0.544 Rep Factors Used: Yes Max Web CSI: 0.598 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): , WAVE VIEW Ver: 16.02.01D.0314.13 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1557 1715 / 958 / - 1326 / 8.0 H 1557 / 715 / 958 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 E- F 1409 - 2097 B - C 1568 - 2759 F - G 1385 - 2225 C - D 1385 -2225 G - H 1568 -2759 D- E 1409 -2097 H- I 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2388 -1248 M - L 1915 - 939 P - O 2386 -1248 L - K 2385 -1277 O - N 2386 -1248 K - J 2385 -1277 N - M 1915 - 909 J - H 2388 -1277 r� Maximum Web Forces Per Ply (Ibs) No r _ 047102 14 Webs Tens.Comp. Webs Tens. Comp. m e P- C 284 -13 M- F 297 -198 �+ C - N 401 -558 F - L 456 -218 D - N 456 - 218 L - G 401 - 558 D-M 298 -198 G-J 284 -14 E - M 259 - 326 40 01 SA 38 FF 58 K BO BB 7F48 00 99 ZE &5 FB rhft ltetnds2aCrs ckz�manys�y'cd'ax3 scaled lay wsari Mart�es, fE (tt. tEe.C$TE92.) on �sd:4c nfiawoalxivm w.�ag a 53fA>2 aa�te�rdsa'�csa coda. Fftlrd lao it»s dona=am not cWriid red%gn atasal:sated and Ilse5ia ass arc+ srcmlaru..n-!trcwrs3fbadcn=Fdcctmnis CMID . **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 Safe f ty, Information,, by.TPI anc7,'SBCA) foi safety practices,phor to pe firming these functions; ,Installers shall,prpyide temporary aaid ceilingp. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 'or B10; le. AooTv Dlates to each face of truss and oosition as shown above and on the Join f Details. unless noted otherwise. (2efer to a division of trt i,orrorn acceptance any structure tis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS012 Ply: 1 SEQN: 635469 / T6 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A8 Wgt: 215.6 Ibs .. / _.. 10/12/17 7'10"9 13' 19'10° 26'8" 31'9"7 39'8" i T10°9 F 5'1"7 6'10" + 6'10° + 5'1"7 + 7'10'9 o5X8 =3X4 i3z5X8 D E F 12 6 � 0,,3X4C C' 3X4 f' 0 m in 1� \ I ®4X6(AA2)8 I Hm4X6(A2) P O N M L K J 1112X4 =3X6=3X4 =3X8 =3X4=3X6 1112X4 TB"13 4'3°3 1' 6'10, 6'10" 1' 4'3"3 TB"13 1. 7'8°13 12' 13 19'10" 26'8" 2T " 31'11"3 3918" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.166 E 999 240 B 1561 1716 1953 / - / 305 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.383 E 999 180 H 1561 1716 /953 ! - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(fL): 0.152 J - - B Min Brg Width Req = 1.8 Mean Height: 15.00 ft H Min Br Width Re 1. NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 9 q = B TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.617 g 9 P TPI Std: 2007 Max BC CSI: 0,531 Bearings B & H require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.432 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) _ GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F 1507 -2281 Lumber B - C 1583 -2760 F - G 1439 -2299 Value Set: 13B (Effective 6/1/2013) C - D 1440 -2299 G - H 1582 -2760 D- E 1507 - 2281 H- I 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2388 -1259 M - L 1992 - 997 P - O 2385 -1259 L - K 2385 -1288 Wind O - N 2385 -1259 K - J 23B5 -1288 Member design based on both MWFRS and C&C. ew-- #t N - M 1992 -967 J - H 238B -1288 e a s°v ; Maximum Web Forces Per Ply (Ibs) �+qyt Webs Tens.Comp. Webs Tens. Comp. P - C 258 -14 M - F 400 - 262 C - N 367 -494 F - L 447 -224 D - N 447 -224 L - G 366 -494 D - M 400 - 262 G - J 258 -16 STATT , F E - M 326 -409 40 015ASS FF 5B 81 0 BB 7F48 00 99 ZE 85 Fri thkItnandwated by may lk}artines, e 8 jFt.. t�.6artsz(c, t'�.c cra?csna�vn a6¢�m �sngs sNA3 au�fan�ta�rssxfa- �r'latedc�d=axrsrtttxd�rrcrtroranatcrvuli�ad axe3xntl :sa�d an! tts¢s„eiA�sxAi�ont3tatiarseoda muttxm.vnrifbwi rssacslPe9cctmais ZoL `*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byv TPI anc3'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing leer BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro eny attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg 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 Join Details, unless noted otherwise_ (2efer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildln Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Fnr more infrnmation see this iob's nenaml notes mane and these web sites- ALPINE: www.aloine!hv.com: TPI: www.minst.cm: SBCA: www.sbcindusW.coni: [CC: www.ic safe.ora Job Number: 136DCS012 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: A9 I M a 1� 1 M 7'10"9 7'10"9 Ply: 1 SEQN: 704039 / T23 / Qty: 1 FROM: AH Wgt: 204.4 Ibs 19'10" 27'7"15 31'9"7 7'9"15 7'9"15 4'1"8 o5X8 1112X4 =5X8 D E F DRW: / ... 10/12/17 39'8" _r 7'10"9 1112X4 m3X4 m3X6 m3X8 =3X6 =3X4 1112X4 FIT 7'8"13 120 1 1 114' 15 1 25'B" 27'7"15 31'11"3 39'83 �1� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.178 E 999 240 B 1560 / 717 / 947 1- 1285 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.411 E 999 180 H 1560 1717 / 947 ! - /- / 8.0 Risk Category: II BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS EXP' C HORZ L 0.152 J - - B Min B Width Re 1.8 Des Ld: 37A0 (T )� � q = Mean Height: 15.00 it Code / Misc Criteria Creep Factor: 1.5 H Min Brg Width Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.656 g 9 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.654 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.604 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s):. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 A - B 27 0 E - F 1620 -2488 Lumber B - C 1596 -2754 F - G 1495 -2370 C - D 1495 -2370 G - H 1596 -2754 Value Set: 13B (Effective 6/112013) D - E 1620 - 2488 H -1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "'I3B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2381 -1269 M - L 2069 -1057 *i) P - O 2379 -1269 L - K 2069 -1057 Wind O - N 2069 -1027 K - J 2379 -1299 Member design based on both MWFRS and C&C. x eMAP. N - M 2069 -1027 J - H 2381 -1299 e ��. t* ' u Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp.Webs Tens. Comp. P No 047162 . P - C 228 -16 M - F 528 - 335 C - O 333 -425 F - K 443 -230 O - D 443 -230 K - G 332 -425 TATE 16 F 4- , D - M 528 - 335 G - J 228 -17 x, E - M 380 -478 40 015A 38 FF 50 81 BO BB 7F48 00 99 2€95 FB V1 Itam hsstseert olearra Amtystood woi=10dby Piz lkA Marunoz, n K. a SK4.1 sentocxt�r,araim eTf'�Ead Cf' 3+?FYdSr dRaCtB'.S3at� MCI cadid&nd4 nadmd3"oled ant ttac ur"'..R+T. itAantkat;=icade notbz5 dfsodrak3AfdC:trm&_ callot.. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, bV TPI and'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, as applicable. Apply pplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlgComponents 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 pa e. . listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitabrllty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this "ob's general notes pacte and these web sites: ALPINE: www.al ineltmoom; TPI: www. inst.o ; SBCA' www.sbdndu .corn; ICC: www.locsafe.ong Job Number: 136DCS012 Ply: 1 SEQN: 635467 / T5/ HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" I Qty: 1 FROM: AH DRW. Truss Label: A10 Wgt 212.8 Ibs / ... 10/12/17 7'10"8 11' 16'114 21' 22'7" 26'8" 31'9"8 39W 7'10"8 3'1"8 5'l1"4 4'0"12 1'7" 6'1" 3'1"8 7'10"8 ;5X8 112X4 =3X6=3X4 %5X8 D E F G H T 12 6 p a3X4C 3X4 T 0 I5 4X61(A2) B f M ZD J=4K8(A2) S R Q P O N M L 112X4 =3X4=3X6 s=3X8 =3X4 =3X6=3X4 112X4 12 3'3"4 "12 4'l1"4 911"4 4'9"8 1' 7'8"12 1� TB 11' 1, 16'11"4 22'10"8 27'8" 28' 3'3"4 39'8" 12 31.11"4 Loading Criteria (pso Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.187 E 999 240 B 1561 / 718 / 940 / - / 264 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.431 E 999 180 J 1561 / 718 / 940 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.158 L - - B Min Brg Width Req = 1.8 NCBCLL: 00 Mean Height: 15.00 It Code / Misc Criteria CreepFactor. 1.5 J Min Brg Width Req = 1.8 2. Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf p Bldg Code: FBC 2014 RES Max TC CSI: 0.615 Bearings B & J are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.512 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.497 Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) _ GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1686 -2613 Lumber B - C 1613 -2757 G - H 1678 -2600 C - D 1551 -2432 H - I 1551 -2432 Value Set: 13B (Effective 6/1/2013) D - E 1686 -2613 1- J 1612 - 2757 Top chard 2x4 SP #1 E - F 1686 -2613 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "l38" uses design values Chords Tens.Comp. Chords Comp - Tens. Comp_ approved 1/3D/2D13 by ALSC B - S 2384 -1284 O - N 2125 -1106 Wind AA� S - R 2382 -1284 N - M 2125 -1106 n based on both MWFRS and C&C. Member design Ox R - Q 2125 -1076 M - L 2381 -1313 �a ,a Q - P 2125 -1076 L - J P - O 2617 -1375 2384 -1313 . O 047182 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ S - C 229 -19 G - O 279 - 334 STATE O,Fwo C - R 330 -408 O - H D 398 657 -405 395 ,h - R -257 H - M -256 Fp 0 V. D - P 668 - 414 M -1 329 - 407 P-G 112 -109 I-L E-P 274 -330 231 -20 �1410 01 5A 38 FF 5B 8180 BB 7F48 00 99 2E 85 FB 41U 110M kaa txetr mherrs�pzt :naA aeE3 a�nlad 6y rAasszs9 Mnrilacs, �(&L. ue.aiaaIIz(csr Y?ffia�aRanhasan afacs� wan8 n 5NA»E , �itisenaraz�aro s+n�m iedc 3asa ih doec3..atAma nxrta xri�rredskntdmd=led a 4 Shst.".�ir"A;.i ¢n>zaAiewaumie ee� s[ cfkfaed mwWd"mr� an. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI._ Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page _ listing this drawing indicates acceptance of pro essiona engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Huiiding Designer per ANSI1TPI 1 Sec.2. Job Number: 136DCS012 Ply: 1 SEQN: 635478 / T22 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: Al I Wgt: 222.6 Ibs / ... 10/12/17 TT m� =4Xf 7'10"8 10'0"1 16'4"14 i 20'0"1 i 22'4"7t 26'4"1 t2� Z9"9 r 7'10"8 + 2'1"9+ 6'4"13 r' 30 T 2'4"7 T 5'11"9 5 =6X6 =3X4 =3X6 192X4 i 1112X4 =3X4 =3X6 =3X4 muii =3X6=4X10 912X4 39'8" T10"7 7'8"12 2'3"5 4'1"6 e'3"1 5'3"9 1'4" 7'8"11 1� 7'8"12 10'0"1{.1111 16'1"6 22'4"7 27'8" 2V 2115 398" 12' ' 35� T 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W B 1561 1716 / 930 / - 1257 / 6.0 TCDL: 7.00 Speed: 160 mph PE NA Ce: NA VERT(LL): 0.227 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.523 G 902 180 K 1561 / 716 / 933 i - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.071 M - - Wind reactions based on MWFRS Des EXP: C HORZ 0.164 M - - �L) B Min B Width Re 1.8 q Code / Misc Criteria CLLd: 10 NCBL: Mean Height: ht: 15.00 ft g Creep r. 1.5 P Facto K Min Big Width Req = 1.8 .00 Soffit: 2.00 TCDL: 4-2psf BCDL: 5.0 Bldg Code: FBC 2014 RES Max TC CSI: 0.623 Bearings B & K are a rigid surface. Load Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.557 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.821 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT.20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): i VIEW Ver: 16.02.01D.0314.13 A - B 27 0 G - H 1843 -2891 Wind Duration: 1.60 WAVE Lumber B - C 1631 -2759 H -1 1567 -2353 C - D 1620 -2509 I - J 1584 -2459 Value Set: 13B (Effective 6/1/2013) D - E 1805 -2825 J - K 1628 -2755 Top chord 20 SP #1 E - F 1843 -2891 K - L 27 0 Bot chord 20 SP 91 F - G 1843 -2891 Webs 20 SP #3 Lumber value set "l3B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Wind kk B - T 2386 -1304 P - O 2360 -1269 Member design based on both MWFRS and C&C.w a� a4e T - S S-R 2383 -1304 2201 -1143 O - N N-M 2360 -1269 2380 -1327 K 2382 W, ' � R - Q Q - P 2201 -1143 2847 -1528 M - -1327 NO 047.182 Maximum Web Forces Per Ply (Ibs) w Webs Tens.Comp. Webs Tens. Comp. � a � AT ' �. T - C C S 215 - 22 331 G - P P - H 286 - 354 695 421 wr - -375 00 D - S 400 - 289 H - N 1083 -1549 �� D - Q Q - E 809 -492 313 -390 I - N N - J 1928 -1294 320 -377 '$1L4 r4 ' E - P 138 - 99 J - M 217 - 21 40 015A38 EF 50 8180897E 49 00 99 2E E5 FB Thrs 1tan7raz tazera alazxrasxtc�Spz2gnedausd �tad try LuWaA mmttnes PEOL.Lk.WIB2( an the date shown abma arms a SN, I r'�5atad cc��zrsixhis der-r+rt min natcsau3$�ed �nszS.mzd zsmicd W'. ttmmde nw-t ba medited an a fdectmrk CaVes: -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 pertormtng these functions. Installers shall provide temposrrYY bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JeinCDetails, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover ppge_ listing this drawing indicates acceptance of professiona7l 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/TPl 1 Sec.2. F— -- inf—firm sen this inh's aenerat nntx nanr_ »nd thew arch sifPs- ALPINE www.alnineity cam- TPI: wanv.tninstom: SBCA: wwwsbtindustrv.com: IM www.iccsafe.ora i Job Number: 136DCS012 Ply: 1 SEQN: 635465 / T4 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" I Qty: 1 FROM: AH DRW. Truss Label: Al2 Wgt: 211.4 Ibs / ... 10/12/17 i 7'B"12 i 9', 14711 h 19, a9'10" 25'4"5 30'8" 31'1"4 39'8" 7'8"12 1'3" + 5'3"11 4'8"5 10 5'6"5 5'3"11 13 7'8'12 =-3X4 =3X611I2X4 =3X4 =5X6 D=5 6 E F G H I 12 T 6 1112X4C i T J I112X4pq I^ 0 =4X6(AA2) B K-4L 6(A2) S R Q P O N M m3X4 3X6 =3X4 i--3X8 =3X4 m3X6 =3X4 r1' 7'10"8 4'1"8 2-0"3 5'9"13 5'9"13 2'0"3 4'1"8 7-10"8 1� 7'10"8 12' 14'0" 19'1D" 257"13 27'e" 319"8 39'8" Loading Criteria (psg Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Lidefi L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.243 G 999 240 B 1561 1720 / 921 ! - / 223 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.561 G 842 180 K 1561 / 720 / 921 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.171 M - - B Min Big Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf K Min Brg Width Re = 1.8 Code / Misc Criteria Creep Factor. 1.5 q Soffit: 2.00 BCDL: 5.0 sf P Bldg Code: FBC 2014 RES Max TC CSI: 0.566 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Bearings B & K require a seat plate. TPI Std: 2007 Max BC CSI: 0.560 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.510 Loc. from endwali: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 D G - H 2O29 -3246 B - C 1644 -2767 H -1 1873 -2960 Lumber C - D 1811 -2719 I - J 1810 -2719 Value Set: 13B (Effective 6/1/2013) D - E 1873 - 2960 J - K 1644 - 2767 Top chord 2x4 SP #1 E - F 2029 -3246 K - L 27 0 Bot chord 2x4 SP #1 F - G 2029 -3246 Webs 2x4 SP #3 Lumber value set "138" uses design values Maximum Sot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Wind Member design based on both MWFRS and C&C. B - S 2395 -1311 P - O 2993 -1625 MAN A& S - R 2260 -1186 O - N 2260 -1216 .via � - R, ?% R - Q 2260 -1186 N M 2260 - -1216 xa Q - P 2993 -1614 M - K 2395 -1340 Y No 7 Maximum Web Forces Per Ply wr • , (Ibs) - Webs Tens.Comp. Webs Tens. Comp. - C - S 405 - 328 P - H 329 -107 y S - D 489 - 426 H - O 378 - 520 VAT D-Q 944 0-1 944 .' -562 -562 Q - E 378 - 520 I - M 489 426 `s E - P 329 -187 M - J 404 -328 G - P 228 -303 ERAL 0 015A 38 FF 58 8180 813 7F49 00 99 2E85 F8 ahks Item 1�=bsm mlearaatl**nad,md s faby. r.Ta 41 Martknns, Vim. tte.rarxsz{ Cslt2c2"�6hav7a'a6tera Is°.�Srg a SN7 E au'� drazs�ctz[[cs9f za�lr talc xi cf sdrr_er rtm�nrn'ccrsxtt e8 skned=d=lad mad tlaei x4hentaa:�acsa9e msst tia ver#frSasyk$ettmrsk "'WARNING- READ AND FOLLOWI ALL NOTES ON THIS DRAWING! `"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS musses reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temposrryy bracing per BCSI., Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 610, Refer as applicable. Apply plates to each face of truss and position Ias shown above and on the JoinfDetails, unless noted otherwise. to Drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the installation bracing this drawing Truss in conformance with ANSI Pi 1, or for handling, shipping, and of trusses.A seal on or cover page listing this drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Job Number: 136DCS012 Ply: 1 I SEQN: 635480 / T24 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 1 FROM: AH DRW: Truss Label: Ala 1 Wqt: 203.0 Ibs I ... / ... 10/12/17 r 8'0"1 + 14'4"11 F 18'0"1 + 20'4°1 26'4"1 29' } 31'9"9 h 39'8" l 8'0"1 6'4"10 3'7"6 2-4" 6' 27'15 2'9"9 7-107 Ha5X6 m4X4 =3X6 T 12 6 D E F G 1�3X4 os 6 u� fo Rh 33! X AA1)B4 N, J=3K6(A1) � 11 R a S P O N M L =3X6 =AYA m4X10 =3X6=3XB 13'4" i518" i20'8" 3'103 2'1"3 6'2"14 7'3"15 T41" 11 1� 8'1"13 12' 14'1" 20'4"1 27'8" 29'�1� 398" 31'11"5 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.053 G 999 240 B 517 1210 / 343 / - / 257 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.128 G 999 180 S• 318 / 142 / 157 / - / - 168.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.017 R - - J 900 / 417 / 608 / - / - / 8.0 Des Ld:EXP: C HORZ L 0.042 R - - ) Wind reactions based on MWFRS CL 10.00 N 1 00 Mean Height: 15.00 ft 9 Code / Misc Criteria CreepFactor. 1.5 B Min Big Width Req = 1.5 Soffit: Soffit: 2.00 - TCDL: 4.2 psf BCDL: 6-0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.621 S Min BigWidth Re - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.491 J Min Brg Width Req = 1.5 Bearings B, S, J are a rigid Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.869 plate. Bearings B& J require a seat plate. r Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): - Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 Chords Tens.Comp. Chords Tens. Comp. Lumber A- B 27 0 F- G 454 -526 Value Set: 13B (Effective 6/1/2013) B - C 172 -454 G - H 758 -1004 Top chord 2x4 SP #1 C - D 607 - 222 H - I T74 -1029 Bot chord 2x4 SP #1 D - E 454 -525 1- J 831 -1336 Webs 2x4 SP #3 E - F 454 -525 J - K 27 0 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC �, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes B R 318 O N 1069 All plates are 2X4 exce t as noted. P Passau - -232 - R Q 328 N M -590 1069 - 590 Wind �� w - -233 - Q-P 328 -233 M-L 1117 -617 Member design based on both MWFRS and C&C.� No 047102 P - O 778 -1087 L - J 1119 -617 e, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ � �' C R 330 O G 470 e O - -60 - C P 507 862 G M -656 404 388 � � " - - - P D 725 M - 367 tp , - -1096 -1 -445 D - O 1282 - 713 H - M F-O 270 -349 1-L 817 - 601 193 -24 40 015A38 FF 58 81 BO Big 7F49 00 99 2E E5 FB ThUItem :tm becn e{attrretttsa ndwdi glad by mawel martin", :�EiFL. t9c.CA7ti331 cn �,a da2exhaa��saCa�m as°.dng a 5HA.3. �35ttiEiiC�"J '$�9C. wb"d C.Finftfii5dm .t We metcnmsldcued Avwdamd su kd wz thew.st"a wolirntim*-tic mmt:Lz vcttft:d cns ydectnin4z cv1ns-. `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and'SBCA) r safety practices prior to pertorming these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlingf shippinq, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essiona engineering responsibility, solely for the design shown. The su" bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSIlTP11 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al inedw.com: TPI: www. into ; SBCA' www.sbcindu .com; ICC: www.iccsafe.or Job Number: 136DC3012 Ply: 1 SEQN: 635463 / T12 ! HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A14G Wgt: 242.2 Ibs / ... 10/12/17 d9'10" ~ 7' 11-6"4 1T 19'�10� 22'8" 28'1°12 32'8" 39'8" + 7' 46"4 + + + 5'5"12 2' 2'10" 5'5"12 } 4'6"4 7' { 6X8 112X4 o5X6=4X6 1112X4 TC3 =6X6 12 C_6 6 D TC2 E F ,G H J 6 T i--6 81 T c (a) (a) w W4 �j B co Km4 m4X1 AB3) L12(B3) 1 T S R- Q P O N M 1114X4 115X8(R) =8X12 =8X12 =5X6 1114X4 11'4" I 28'4" 94"4 4'4" " 2 & 5'8" 5' " 2 4'4" 6414 6" 6 6'10"4 11'2"4 1 17' 22'8" 2T8° 8' "12 32'9"12 39'2° 8", Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.144 1 999 240 g -116 1116 130 1- /_ / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.335 1 999 180 S 4524 / 2025 / - / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.022 M - - K 1872 / 860 / - / - /- / 8.0 Des Ld: 37.00 EXP: CMean Height: 15.00 ft HORZ(TL): 0.052 M Wind reactions based on MWFRS NCBCLL: 0.00 TCDL: 4.2 psf I Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.3 Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC S Min Br CSI: 0.728 g Width Req = 5.3 p Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2007 Max BC CSI: 0.525 K Min Brg Width Req = 1.9gearings B, S, & K are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: No Max Web CSI: 0.723 Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearings B, S, & K require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01 D.0314.13 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set: 13B (Effective 6/1/2013) A - B 27 -20 G - H 1427 - 3199 B - C 1022 -493 H -1 1427 -3199 Top chord 2x4 SP #1 :TC2, TC3 2x6 SP 91: C - D 2586 -1160 I - J 1678 -3751 Bot chord 2x6 SP #1 D - E 459 -1040 J - K 1628 -3574 Webs 2x4 SP #3 :W4, W9 2x4 SP #1: E - F 459 -1040 K - L 27 -20 Lumber value set "13B" uses design values F - G 459 -1040 approved 1/30/2013 by ALSC Bracing iT Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. w:Ka�..A member. Or 1x4 "T" reinforcement. 80% length ofFE B - T 396 -857 P - O 3773 -1705 web member. Same species & SRB grade or better, e�� T - S 403 - 884 O - N 3773 -1705 attached with 8d Box or Gun (0.1 13"x2.5",min.)nails - a S - R 1031 -2342 N - M 3112 -1400 @ 6" oc. No 047102, R - Q 1031 - 2342 M - K 3139 -1407 Tray Scab(s) - Q - P 2229 -1022 (1) 2x4x0-3-11 x SP #3 scab at left end. Attach scab to face of chord with: Nails @ B" oc, plus additional � Maximum Web Forces Per Ply (Ibs nail clusters at: BRG.: (0), heel: (0), 1st panel point: " Webs Tens.Comp. Webs Tens. Comp. (0Y a T - C 636 -156 G - P 1513 -630 Loading " C - S 976 - 2197 H - P 433 - 539 #1 hip supports 7-0-0 jacks with no webs. ��° S - D 1490 -2832 P - 1 326 -673 " 8 Q - G 878 -1853 N J 822 - 356 Wind 7$ E-Q 395 -461 J-M 625 -145 Wind loads and reactions based on MWFRS. SERLAL I4I0 01 5A 38 FF 50 81 B0 88'7F48 00 99 ZE 95 FB xFah itumhas7xem alc sd .ncd'. sszj.4 by asa lnaartr�scx. V6(R.ltc. CSTiStI Mthe dlftshaWa AOMWng a VA-1 aeert�at�assxda, Iecdc affishsdo Amnaamteunsldmdmads alad aid c1ac A.h acolsentuaA'a�ac cnswete awif4d anaafdactmrA ta�9os, **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and1SBCA) f-oi safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join i Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingy�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the I... 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 professionq 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: 136DCS012 Ply: 1 SEQN: 7040531 T11 / SPEC I 4EBB 1828-Cali "C" [DR Horton 14EBB 1828-Cati "C" Qty: 1 FROM: AH DRW. Truss Label: Al Wgt: 207.2 Ibs .. / ... 10/12/17 T r' 11"1551392+15 �8+2"'9"9 739107"T 59"_13 423 715 �1 ! =5X6 T T 12 =5X8 C M3X4 =3X6 JZ43X4 I} 6 D0.5X6 E F G -5X12H ETC, (a) =3X6(AA1)B Ka3X6(A1) L 1I. e= X4 S 3X4 0 =4X8Q 0 1112X4—=3X6 t= X8 012X4 13'8" A 5' 21' F1'+ T1"12 + 6'4"82 4'8" + 5'8"5 i 1'5'1i1 2'11"5 7'8"11 1� 7'1"12 1364 18'8" 24'2"5 25'8 34 31'11"5 39'8" f" 29� 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: It 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: 3.97 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 "1313" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113" x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at right end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W VERT(LL): -0.053 N 999 240 B 533 1244 / 354 / - /277 / 8.0 VERT(TL): 0.076 N 999 180 S 686 1238 1349 / - 1- 18.0 HORZ(LL): -0.018 T - - Q 1284 / 594 1615 1- / - / 8.0 HORZ(TL): 0.033 M K 775 1354 / 532 / - /- / 8.0 Creep Factor. 1.5 Wind reactions based on MWFRS Max TC CSI: 0.593 B Min Brg Width Req = 1.5 Max BC CSI: 0.404 S Min Brg Width Req = 1.5 Max Web CSI: 0.576 Q Min Brg Width Req = 1.3 K Min Brg Width Req = 1.5 Mfg Specified Camber: Bearings B, S, Q, & K are a rigid surface. Bearings B, S, Q, & K require a seat plate. VIEW Ver: 15.01.01.0402.20 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A- B 27 0 G- H 549 - 491 B - C 592 - 585 H -1 938 - 738 C - D 588 -446 I - J 1003 -739 D - E 246 - 79 J - K 1108 -1072 E- F 549 -491 K- L 27 0 F - G 549 - 491 �'�► s� /' Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. ##VB No 047182T - T 456 - 393 S 427 P - O O N 680 680 - 602 - -329 - -602 S - R 310 - 233 R - Q 310 - 233 N - M M - K 881 884 - 808 - 809 HI Q - P 685 - 602 40 015A3t8 FF 5B Si BO BB7F4800 99 2E 95 FB Thu itsrn Rsafs¢uactscsaa°sdra9F.q rcd end seafedby !A20Wx Martinez, n(n'tk.#4rt8�¢antLeait3ffiSiCtlWRi�3@?At nsssw t as.�srt�ta.,sr.�c. meted ccpinaMtsdsrct^ at natcctasia' sad3 atatlaxsd zs=a d =E the 5a vvd&f rmo ydsatrunk gins.. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-T 291 -110 Q-H 1510 -1381 T-D 215 -214 P-H 216 -3 D - S 722 - 708 H - N 206 - 94 S - E 203 - 263 1- N 476 - 557 E - Q 494 -378 N - J 590 -475 G - Q 265 - 321 J - M 266 - 64 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, bV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro any oid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. AppTy plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability i Job Number: 136DCS012 I Ply: 1 SEQN: 635482 / T14 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss label: A16 Wgt: 218.4 Ibs Page 1 of 2 / ... 10/12/17 F 7' + 9'11" 5, 13-9.12 + 18'8° + 22'4"1 + 26'2"9 + 29' + 31'9"7+ 39'8" 7' 2'11"15 3'9"13 4'10"4 3'8"1 3'10"8 2'9i 2'97 7110'9 r 13'4" �'' L--SXB 6 T 12 C=5X6 03X4K M 143X4 I " M Z* 10(SRS) m3X4 n 0 d12X4 •• E F G H I J n TTo m 1 AA A=3X6(A1)I I AC B N=3X6(A1) A O 1 Z Y X V U T S R Q P =3X4 =3X6 3X4 =4X10 =3X4 =3X6=3X8 13'8" 5' 21' F1' T1"12 2-11-15 3'2"5 f' 5'1"12 1' 3'6"5 I 3812 h 3'0"15+ 211"3� _ T8"13 11, T1"12 10'1"1' 13'4" 4 18'8" 227% 25'11"1 29' 31'11"3 39'8" 116"4 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PF NA Ce: NA VERT(LL): -0.036 Q 999 240 B 528 1240 1340 1- 1317 / 8.0 BCLL: 0.00 Enclosure. Closed . Lu: NA Cs: NA VERT(TL): 0.075 P 999 180 W 732 / 276 / 342 / - / - 18.0 Risk Category: II BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.013 P - - U 1218 / 549 / 590 / - / - / B.0 Des Ld: 37.00 EXP: CMean Height: 15.00 tt HORZ(TL): 0.030 P - - N 790 1360 1530 1- ! - / 8.0 NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 Wind reactions based on MWFRS TCDL: 4.2 psf B Min B Width Re 1.5 Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 q = p TPI Std: 2007 Max BC CSI: 0.415 W Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 U Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.478 N Min Brg Width Req = 1.5 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearings B, W, U, & N are a rigid surface. GCp!: 0.18 Plate Type(s): Bearings B, W, U, & N require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 Lumber Maximum Top Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp_ Top chord 2x4 SP 91 A - B 27 0 H - 1 680 -683 Bot chord 2x4 SP Al B - C 652 - 573 I - J 680 - 683 Webs 2x4 SP #3 C - D 705 -516 J - K 1006 -863 Lumber value set "1313" uses design values D - E 393 -297 K - L 989 -739 approved 1/30/2013 by ALSC E - F 389 -293 L - M 986 -766 F - G 680 - 684 M - N 1099 -1106 Plating Notes MAP f G - H 630 -683 N - O 27 0 All plates are 2X4 except as noted.Sk 1 plate(s) require special positioning. Refer to �e� °° a Maximum Bot Chord Forces Per Ply (Ibs) scaled plate plot details for special positioning ;y _1 V °4\i Chords Tens.Comp. Chords Tens. Comp. requirements. a B - Z 445 -399 U - T 581 - 508 Wind Z-Y 386 -323 T-S 577 -510 Member design based on both MWFRS and C&C. �� Y - X 386 -319 S - R 733 -628 w+ X - W 386 - 319 R - Q 733 - 628 Additional Notes ; � W - V 464 -379 Q - P 911 -801 See DWGS A16015ENC101014 & GBLLETIN1014 for V - U 464 -379 P - N 914 -802 STAX gable wind bracing and other requirements.WA eqe Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - Z 194 - 72 I - U 221 - 252 # Z-D 228 -95 U-J 1558 -1419 MAL D-Y 100 -8 T-J 125 -2 4,0 01 SA38 EF 5B 81. B0 BB W 48 00 99 2E 95 FB D -AA 909 - 801 J - S 203 -163 *t:U item nisbx ak - nadwA sealadtry rAvxm l Martin"; AA- W 935 - 825 S - K 136 -14 i01 amCa:;4�roarsia> W - F 91 -175 K - Q 343 -191 F -AB 421 - 394 Q - M 638 - 496 etedv* cdtWAe =wa=notcmlw etl sigad2nd:ralmd AC -AD 421 -402 L-Q 565 -773 a3a?tlmSK4sa entkafimccgen-ttaa�dfizdmmpdcctrork AD-U 426 -403 M-P 279 -65 sari.. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TOIALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq handlingshi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building omponenf Safety Information, b TPI and'SBCA) r satPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted ohermse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached n 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 Join f Details, unless noted otherwise. hR& to Jrawings 160A-Z for standard plate positions. 4lpine, a division of ITW Buildingq Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the russ in conformance with ANSI PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of ppro esstona7l engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS012 Ply: 1 SEQN: 635482 / T14 / GABL 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A16 Wgt: 218.4 Ibs Page 2 of 2 / ... 10/12/17 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. AA- E 66 -75 V -AC 91 -27 AB- G 79 -48 AD- H 18 -23 No 04,7102, w � STATE m OFVim,:: 40 015A 38 FF 58 81 B0 8B 7F 48 0Q 99.2E 85 FS IM Itemhm br clearal?cai Apad=Aacatad by Mar —A wantw, P£ tFl., IYs.Cd7tE3{ cn Lh¢daSa shaaaa slxiraar�ag aS4444 av�Aar,Cra.tsxas zmtir. �r'mtad c�iasaithsa tiocrr^..�st aree�atcx�daxa9 ar.3 xalad �dthe SPAr's aAt±taritvaco9emsstflases#flv..icnsagdoctmrk bias: **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 bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefly attached ripld ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, B7 or 810, as applicable. App y plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin4�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing,indicates acceptance of pprotesstona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.alpineftw.com: TPI: www.tpinst.org; SBCA: www.sbcindustry.com: IM www.icesafe.org Job Number: 136DCS012 Ply: 1 SEQN: 704009 / T2 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1628-Cali "C" Qty. 1 FROM: AH DRW. Truss Label: 131GE Wgt: 134.4 Ibs .. / ... 10/12/17 1018' 21'4" r 1018" r 1018" "I 78' --+ 1'4' (TYP) I a4X4 H J G K 12 F L 6 p � E M N mn D N i m C O �2X4(A1) B PB2X4(A7) A � Q I AE AD AC AB AA Z Y X=3X4 W V U T S R 21'4" 1, t 21'4" 214' 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 too Udefl U# LOG R / U / Rw / Rh 1 RL / W TCDL: 7.00 Speed: 160 mph Pf, NA Ce: NA VERT(LL): -0.001 H 999 240 P. 81 137 139 /- / 11 1255 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.002 1 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.003 R - - B Min Brg Width Req = - Ld:EXP: C HORZ L 0.003 R - - BearingB is a rigid surface. Des CL 10.00 Mean Height: 15.00 ft �) 9 NCBCLL: 10.00 psf Code / Misc Criteria Creep Factor. 1.5 Soffit: 2.00 TCDL: 4.BCDL: 5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.098 A - B 27 0 1-1 304 -24 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 GCpi: 0.18 Plate Type(s): C - D 80 -90 K - L 202 -23 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 D - E 105 -71 L - M 154 -43 Lumber E - F 153 -50 M - N 105 -64 -84 Value Set: 13B (Effective 6/112013) G-H 253 F - G 2-2N - O 74 -21 O-P 81 -11313 Top chord 2x4 SP #1 H - I 303 -24 P - Q 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values Maximum Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSO Chords Tens.s.Comp. Chords Tens. Camp. B -AE 175 -108 X - W 192 -107 Plating Notes AE-AD 183 -110 W - V 191 -107 All plates are 2X4 except as noted. py '' AD -AC 185 -110 V - U 189 -106 "� wu AC -AB 188 -111 U - T 187 -106 Wind AB -AA 190 -112 T-S 185 -105 44 Member design based on both MWFRS and C&C.Ao s AA- Z 191 -112 S - R 183 -104 - Z-Y 192 -113 R-P 175 -103 Additional Notes owl Y - X 192 -107 See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. arMaximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AE 174 -103 W - J 187 - 83 P !; D -AD 88 -65 V - K 153 -73 **� E -AC 101 -74 U - L 100 -73 F-AB 100 -73 T-M 101 -74 G -AA 153 -73 S - N 88 -65 H - Z 187 - 63 R - O 174 -103 SEFALA 40015A3SfF5881BOBB F490(399$5FB X-1 0 -162 thkAtom itubt and maladbyMa imw6x s Mkt..Lkc"iHZtonthadaft r+�ai�¢ana ngaSfilhL aaatisandtaat�srzvia. 2v tadcsx�ixsedih docac4m.tararat - adstgxiandmlod wd cn= admtwmk. dm int. "*WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING' TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anc7'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shalq have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply pplates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Incl shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIII PI 1', or for handling sFjippinq, installation and bracing of Wsses.A seal on this tlfawtng or cover p e_ , listing this drawing indicates acceptance of professiona engmeen responsibility solely for the design shown. The su" bility and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Job Number: 136DCS012 Ply: 1 SEQN: 704010 / T3 / GABL I 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: C1GE Wgt: 78.4 Ibs / ... 10/12/17 7' 14' T 7' 14' �-v .� 1 .I 14' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSl Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W L` 84 139 / 40 /- / 12 1168 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.003 E - - B Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL):-0.003 E - - Bearing B is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft CreepFactor. 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2007 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. A - B 27 0 G - H 213 -26 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.061 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 14 -66 H - I 157 -48 GCpi: 0.18 Plate Type(s): C - D 61 -28 I - J 105 -69 VIEW Ver: 15.01.01.0402.20 Wind Duration: 1.60 WAVE D - E 113 -17 J - K 87 -89 Lumber E - F 165 -14 K - L 84 -106 F-G 221 -17 L-M 27 0 Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP 93 Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "139" uses design values B - V 145 -46 R - Q 164 -49 approved 1/3012013 by ALSC V - U 153 -47 Q - P 159 -50 j U - T 158 -48 P - O 155 -51 Plating Notes} T - S 161 -49 O - N 150 -53 All plates are 2X4 except as noted.MAPvsea♦ S - R 164 -49 N - L 144 -55 Wind: .' Maximum Gable Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Gables Tens.Comp.Gables Tens. Com p Additional Notes« C - V 122 -56 Q - H 205 -83 See DWGS A16015ENC101014 & GBLLETIN1014 for + D - U 115 75 P - I 159 -72 gable wind bracing and other requirements. r # E - T 159 -72 O - J 115 -75 AO 46. TA 14 F - S 205 13 -8N - K 122 56 Z,tPG-R 13 89 40 01 SA 39 FF 5B 91 BO BB 7F 48 00 99 2E 95 FB 2$.ir 14am1ess cm aka aran32z }sdprsd ars9 asaladby tAw=] W t mr, K(FL, uk.g471a2f an �,estak shrowlr ¢ tlngsSNJri s@D%cameaaaxxic. z"&nd co�ixxs�trof chls uocstaxmD+rt crmsaBmeu v�a�a'+s9 �aaharF xoe tfsc;..�iA«:�.3henttca�sssrsfe mut3aa uxrifbrd aes smyad�traes'h ax�3ns: —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ouire extreme care in fabricatina. handling, shiDDina. installing and bracing. Refer to and follow the latest edition of a n la Ceiun Locations snown Tor ermaneni lateral restraint or weDS Snail nave DraCm Instauea per bL;zsT sections Mi Bt or t39U, icab e. App y plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. t2efer to Is 160A-Z for standard plate positions. a division of ITW Buildincci�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitabritty le of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. information see this iob's general notes Dane and these web sites: ALPINE' www_alnineltw-cam- TPI: www_tninst.cm- SnC.4 vnaw_sheindushv_com- ICC- www.ir fa Job Number: 136DCS012 Ply: 1 SEQN: 704014 / T19 / EJAC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 14 FROM: AH DRW: Truss Label: EJ7 I Wgt 23.8 Ibs .. / ... C 12 6 M O u7 2X4(A1) B 1 A D 1 I T 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W B 336 / 117 1259 ! - / 173 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 / 101 / - / - 11.5 BCDL: 10,00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.021 D - - C 171 / 133 / 91 / - / - 11.5 Des Ld: 37.00 EXP. C HORZ(TL): 0.031 D - - Wind reactions based on MWFRS Code / Misc Criteria Noffit: 1 00 Mean Height: 15.00 ft CreepFactor. 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 . TCDL: 4.2 psf BCDL: 5-0 psf P Bldg Code: FBC 2014 RES Max TC CSI: 0.496 D Min B Width Re - q' - Load Duration: 125 MWFRS Parallel Dist: D to h!2 TPI Std: 2007 Max BC CSI: 0.368 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " P 9: C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 Lumber Value Set: 13B (Effective 6/112013) 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 C&C. 0 40 015A38 FF 55 81 80 BB 7F48 00 99 2E 85 FB Shk lrurni�shemnalacl�s�ad a�o-9 �a2fcdYry k3asaz�7 NtSrtirt¢8 PE(rL,i@t.n�iiSB�jan2#�c raia sttaa�n aE.^*�rwsgastrA�3. sent3cat?s��e. endcep�sa3ehas d.�•++—+�e�rtR - dsfai�ds�ale8 �aE ii'r� 5'?Aio--fi ¢nt;ea4£«smda vausitzaa�zx3f�d-rrw amyd«tnu� - rsg:3ns.. Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requ!re 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 tempos bracing per BCSI.. Unless noted olherw!se,top chord shall have properly attached structural sheathingS1 and bottom chord shall have a propperryly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. f2efer 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 ANSIfl PI 1, or for handling shipping, installation and bracing of t usses.A seal on this drawing or cover p%e _ _ listing this drawing indicates acceptance of professipna engineering responsibility solely for the design shown. The su' bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS012 Ply: 1 SEQN: 704013 / T16 / JACK 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 4 FROM: AH DRW. Truss Label: BJ5 Wgt 16.8 Ibs .. / ... 10/12/17 C 12 6 M O LO N B cM 2X4(A1) A D Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.60 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 5- 5- Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.009 D - - HORZ(TL):-0.011 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.309 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): VIEW Ver: 15.01.01.0402.20 WAVE No 2 40 015A38:FF 58 81 BO BB 7F 4E 00 99.2E 85 FB Thu ltamivasbecas Oltdrani+ z ncd:.=6 scaled by 4Aw mWArtisca .l .. U,:.94ri821 mt be, dace Shaw ft aboia Wei; aSHA•1 zotat;Gcaumonde. Ntated ctptrsafthts dac asn not crundden+d s4ned amd=had assdthem-anent`sal"CadeMs-k to varftcl on. awdodrank coviex ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL 1W B 263 / 96 / 208 / - / 129 / 8.0 D 90 /13 170 /- 1- /1.5 C 119 /93 /62 /- !- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp_ A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. App?j plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. ke;fer to 60A-Z for standard plate positions. a division of any ds drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DC8012 Ply: 1 SEQN: 704012 / T17 / JACK 4EBB 1828-Cali "C" /DR Horton MEBB 1828-Cali "C" Qty: 4 FROM: AH DRW: Truss Label: BJ3 Wgt 12.6 Ibs / ... 10/12/17 C 12 6 M O LO 2X4(A1) B M CV A D 3' 1' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA B 193 / 76 / 162 / - / 86 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 16 141 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 D - C 64 / 51 / 30 / - / - / 1.5 Des Ld: 37.00 EXP: Ct: HORZ(TL):-0.004 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: ei t: 2 psf Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.psf Bldg Code: FBC 2014 RES Max TC CSI: 0.174 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.072 C Min Brg Width Req = - Bearing B is a rigid surface. 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: 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: 15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp_ Lumber Value Set: 13B (Effective 6/1/2013) A - B 27 0 B - C 29 -105 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Lumber value set "138" uses design values approved 1/30/2013 by ALSC B - D 0 0 Wind Member design based on both MWFRS and C&C. MA 047182 ST 01 04 ma`s �e SERAL 40 015A98.FF 5B 81..BO BB 7F48 00 99 2E S5 FB ThitltVMt*M a - s%mad=dUaladbyfA=m bbrOR" ?E(FL. Lk.#47IN21 an the&1s Shawn W. tasbs j, SN;A-1 �sheoti�:�r_ odcap&m of dik docurse.a m mat cainaidwmd %�pddamd s� Itd =ftz aaA6 tia¢ .'Qvft-t'"Gt scaerns tba V=M7 tMaTgr cdectwk reyias. `"WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building these functions. Installers temporary Componen[ Safety Information, bV TPI and'SBCA) tot safety bracing per BCSI. Unless noted o herwrse,top chord shall have practices prior to pertorming shall provide properly attached structural sheathing and bottom chord shall have a pro pper y attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, (2efer as applicable. Appfy plates to each face. of truss and position drawings 160A-Z for standard plate positrons. as shown above and on the Join f Details, unless noted otherwise. to Alpine, a division of ITW Buildingp Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to. build the installation bracing this drawing truss in conformance with ANSIifPI 1, or for handling shipping, listing this drawingg indicates acceptance of professions this drawing for is the responsibility and of trusses.A seal on or engineering responsibility solely for the design shown. of the Building Designer ANSl1TP11 Sec.2. cover page The suitability and use of any structure For more information see this "ob's general notes page and these web sites per ALPINE: www.al Ineilw.cam TPI: www.tpinst.orgSBC : www.sbdndu .com- ICC: www.iccsafe.org Job Number: 136DCS012 Ply: 1 SEQN: 704011 / T18 / JACK 4EBB 182E-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 4 FROM: AH DRW. Truss Label: BJ1 Wgt: 11.2 Ibs .. / ... 10/12/17 4"3 V 0 12 6 F7--- C 2X4(A1) B co O LO M 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 Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PF. NA Ce: NA VERT(LL): NA B 150 177 / 145 / - / 42 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 / 10 / 18 /- ! - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D - - C -14 / 28 / 25 ! - / - / 1.5 Des Ld: 37.00 EXP: CMean HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Height: 15.00 ft g Code / Misc Criteria CreepFactor: 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 P sf Bldg Code: FBC 2014 RES Max TC CSI: 0.163 D Min Br Width Re 9 q = - Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2007 Max BC CSI: 0.015 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " P 9 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(D) 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 �OZO Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 28 -19 Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP 91 Chords Tens.Comp. Lumber value set "1313" uses design values approved 113012013 by ALSC B - D 0 0 Wind Member design based on both MWFRS and C&C.w , _ No 047i82 104- STATE OF 40 015A38FF55 8180 8€3 7F48 00 99 2E85 FS Thk ltartstdaakrecsa aixi4 xbineda A-waicd by ,1Lftrt ?E €R. t(s.C471821cn th2 daxc shov1n abCM %ring a 5HA,1 au�erx�casta�a Prdatad c�a�sn3ahin das�rsataam not cr�ma9earatl � �tl xa�d aaa6 tfsz SF"r�>_anFxa4icacvmJe mealt�rxdf�acc usla9ettrn� caylas_ **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIifPI 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 sbitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.al inedw.com; TPI: www. inst.o ; SBCAI www.sbcindu .com; 1M. www.iccsafe.o i Job Number: 136DCS012 Ply: 1 1 SEQN: 704015 / T21 / HIP_ -] 4EBB 1828-Cali "C" !DR Horton /4EBB 1828-Cali "C" Qty: 2 FROM: AH DRW. Truss Label: CJ7 Wgt 42.0 Ibs .. / ... 10/12/17 6'3" 9'10"1 6'3" 3'7" D 4.24 1p y3X4 C v r io v 2X4(A1) B 22 A I G =5X6 F E 1112X4 �-- 1'5" i_ 6'1"4 3'2" 6"1 } I 6'1"4 974 911 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 too Udell U# LOG R / U / Rw / Rh / RL / W B 330 1206 /- /- /- / 10.6 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA • Cs: NA VERT(TL): 0.034 G 999 180 E 385 / 175 !- / 0 / 0 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - /- /- / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.010 F - - (T )= Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 1.5 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.241 E Min Brg Width Req = - Load Duration: 1.25 P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.326 D Min Brg Width Req = Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Rep Max Web CSI: 0.256 B requires a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 Ch d T C Ch d T C or s ens. omp. ors ens. omp. Lumber A-B 14 -11 C-D 55 -72 Value Set: 13B (Effective 6/1/2013) B - C 330 -65D Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP fi3 Chords Tens.Comp_ Chords Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC B - G 604 -290 F - E 0 0 G - F 591 - 288 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) Maximum Web Forces Per Ply (Ibs) TC- From 0 plf at -1.41 to 55 plf at 0.00 Webs Tens.Comp. Webs Tens. Comp. TC- From 2 pif at 0.00 to 2 plf at 9.84 BC- From 0 pif at -1.41 to 4 plf at 0.00 G - C 286 -47 C - F 345 - 709 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. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING PTO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI an SBCA) ) safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propefly attache ripld ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 81 D, as applicable. Apply plates to each face. of truss and pos!tion as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, ad ivision of ITW Buildin�LComponents Group Inc.lshall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1, or far handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of profes5rona engineering responsibility solely for the design shown. The suitability and use of this graw!ng for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. 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 Llri 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1.00 [Iri 120 mnh Wind Soiled. 15' Mpnn Hnlnht. Pnrtlnlly Fnrinspd. Exnnsurp D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade - No Braces (1) ix4 'L' Brace ins (1) 2x4 'L' Brace is (2) 2x4 'L' Brace Isis (1) 2x6 'L' Brace 1e (2) 2x6 'L• Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B - S P F P #1 / #2 3' 10' 61 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' #3 3' 8' S' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 141 0' Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' It' 9' i' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Q Standard 3' B. 4' it' 5' 3' 6' 7' 7' V 8' it, 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 121 9' 1 14' 0' —� S P #2 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 121 2' 12' B' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' II' 7' 5' 9' 2' 9' 7' to, Ill ill 8' 14' 0' � P Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' to, 11' 11' 8' 14' 0' 1140- d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, 1' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' ill 0' 13' 11' 14' 0' 14' 0' S P F #3 4' 2' 7' 1' 7' 9' 8' 9' 9` 1' 10, 5' 10' SO' 13' 9' 14' 0' 14' 0' U HF Stud 4' 2' 7' V 7' 6' e' 9'9'1'10' S' 10'10' 13' 9' 14' 0' 14' 0' Standard 4' 2' 6' 1' 6' 5' 8' 1' e' S. 10' 5' 10' 10, 12, 8' 13' 7' 14' 0' 1 14' 0' S P #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10' 8' 11' 1' 14' 0' 14, 0' 14' 0' 14' 0' #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 101 7' 11' 0' 13, Ill 14' 0' 14' 0' 03 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' U' QJ D F L Stud 4' 4' 6 61 to' 8' 6' 9' V 101 6' 10, Ill 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 61 0' 7' 6' 8' 0' 10, 2' 10' SO' 11' 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 91 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P P #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' U u F" Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' la, 0' 14' 0' 14' 0' 14' 0' 14' 0' X 0 rl f Standard 4' 7' 7' 0' 7' 5' 9' 4' SO' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' S P #1. 5' V e' 5' e' 8' 9' 11' 10' 3' Ill 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 10' e' 3' 8' 7' T 9' 10' 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 1 7' 4' 7' 10' 9' 8' 10' V It' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' .--i D P L Stud 4' 9' 1 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12, 0' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades, Group AI S ruce-Pone-Fir Hem -Fir al / #2 Stnndnrd #2 Stud a3 Stud a3 Stnndnrd Douglas Flr-Larch Southern Pine+l=w #3 q3 Stud Stud Standard Standard Group Bi Hem-Flr a1 a Btr #1 Dou ins Flr-Larch Southern Plneeww at #t #2 #2 1x4 Braces shall be SRB (Stress -Rated Bogrd). xwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B 11 values may be used with these rode.. Gable Truss Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plF over continuous beoring (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. About Attach 'L' braces with 10d (0.128'x3,0' min) nails. )I( For (1) 'L' brace, space nails at 2' ox, able Truss In 18' end zones and 4' oc. between zones. )I()KFor (2) 'L' braces- space molls at 3' o,c. Diagonal brace option, In 18' end zones and 6' o,c. between zones. vertical length may belp-ldT doubled when diagonal 18' A 'L' bracing must be a minimum of 60% of web brace Is used. Connect L member length. diagonal brace for 600# Gable Vertical Plate Sizes at each end. Ma x web Brace total length Is 14'. �( Vertical Length No Splice 2x6 DF-L #2 or Less than 41 0' 2X3 I better diagonal r Greater than 4' 01, but 3X4 Vertical length shown { bracei single 8, less than It' 6' Greater than 11' 6' 4X4 In table above. 1 or double cut 451 (as shown) at L 1 + Refer to common truss design For upper end. peak, splice, and heel plates, ontlnuous Benrin 001) 1/I/ to the BuildingDesignerfor conditions Connect dlagonnl at i \„+1t �t t 4„ngth. natRefer nddressedBbly detail. midpoint of vertical web, Refer to chart above for rIWi2 ovARNwcw READ AND FOLLOW ALL NOTESoN THIS DRAWING —IHPORTAHTww FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. r�p� Q' � EIV&. REF ASCE7-10—GAB16015 _ Trusses roq,4- extreme care In fabrkathg, handUnp,•shippine, InstaiLl and bracing. Ref— to and t follow the Inteet etlitlon of DCSI <HuUtling ConponenL Safety Infornatian, by TPI and SBCA) forT.safeSY :�" 1_ DATE 10/Ol/14 pratticeG prior to perfoming these functions. Installers "I provide temporary bradr,g per BCSL unless noted otherwise, top chord shalt have properly attached stn+cturnl sheathing and bott6" chord shall Cave a property attached r(gld celUrp. Locotlaris shorn For permanent lateral restraintwets shall Fmve brothg Installed par BCSt sections 87 or RIG, as apd Apply plot -,wise. to each face ' _� =,,.* -. ' - DRWG A16015ENC101014 d �� as no of trues and {{wwsltlon aG Ghawm abOVe OM 011 the .bl"S Details, eGs noted otherwise. th et Refer to tlrnra,gs 160A-Z for standard plate positions. ., y Alpine, a division of ITV 11,d ding Conponents Group Inc shall not be respanslble for any deviation fro" ^;a AN lrweolv/PANY tHs drawing, any Fall.- to bwftd the truss In conformance with ANSI/TPI 1, or for handlhii, shipping, bn hnstallat6 bracing of trusses. \�' r\ \ MAX, T❑T, LD, 60 PSF A seal on this draw#,g or cover page Usting this drawap, Indicates acceptance of professional ,s erpheerbp re solely fen the design shown The sidtabeity and use of this drawkV Earth lakekepi Drive for amY stntxture the re WLy of the DA V V Designer per ANSI/TPI I Sect, MAX, SPACING z4,0' Earth City, M063045 For more Information see this job's neral notes a and these web sitew /4axat,�y'S,s��ge.A1\\\\\\ ALPINE, sww.ntpawitw.coni TPI, ews.tpl-torgi SBCA, wresbcindustry.eriy I00 wwwJccs.Fe q Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ort 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 ❑r, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 120 mnh Wind Sneed. 30' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) ix4 'LBrace is (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ON (1) 2x6 'L' Brace x (2) 2x6 'L' Drace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B n r S f� #1 / #2 3' 8' 6' 3' 6' 6' 7' 5- 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' U Stud 3' 6' 5' 4' 5' 8' 7' 2- 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' —� 0 HF Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' B' Ill 9' B. 10' 4' 13' 1' 14' 0' S P #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' it, 9' 3' 11' 91121 2' 13' 11' 14' 0' #2 3' 8' 6' 1' 6' 6' 1 7' 5' 7' 8' 8' 9' 1 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' Ill 8' 9' 9' 1' 10, 1' 10' 10' 13' 8' 14, 0' d ' D F L Stud 3' 7' 4' 10' 5' P. 6' 5' 6' ill 8' 9' 9' 1' 10, 1' to, 10, 13' — 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' B' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12, 2' 13, 0' Lj r #1 / #2 4' 2' 7' 2' 7' 5' e' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' P U S P r LI C #3 4' 0' 6' 7' 7' 5' 8' 4- 8' S. 9' ill 10' 4' 13' 1' 13' 7' 1 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' 0 H r Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' it, 10' 12, 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' 1' 5' 11' 6' 4' 7' 11' e' S' 10, 0' 10, 5' 12, 5' 13' 3' 14' 0' 14' 0' QJ 1D F L Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' t0' 5' 12. 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' V 7' 7' 0' 7' 6' 9' 5' to, 2' it, 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' It- 8' 2' 9' 4' 9' 8' l0' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' LJ Lf O u F fl Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' t0' it, IS' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, il' 11' 5' 13' 7' 14' 0' 0 14' ' 0 14' ' X #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' ill B' 14' 0' 0 14' ' 14' 0' 14' 0' d c S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' Ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10, 11' ti' 5' 12' 8' 13' 7' 1 14' 0- 14' 0- - -- Atioutj�. able Truss Diagonal brace option, T vertical Length may be doubled when diagonal 18' -brace-ls_used.—Connect diagonal brace for 690# 'L' at each end. Max web Brace total length Is 141. 31E31( 1 2x6 DF-L #2 or better diagonal Vertical length shown braces single B. In table above. or double cut L 1 45' (as shown) t upper end. ontlnuous Bearing Connect diagona at midpoint of vertical web. Refer to ' ' ' 111111t111 chart above for max g*b' e1rt(Eku,, lent, uVARNDQ" READ AND FOLLOW ALL NOTES a THIS DRAWRud -01HPORTANTo FURNISH THIS DRAVINfi TO ALL CONTRACTORS INCILDM THE INSTALLERS. .�` • ` `.�` \V ///•'r,, Trusses require extreme care in fabricating. handling, shipping. Installing and bracing. Refer to and FoMe the latestne edition of SCSI UkAd!ng Conpont Safety tnn foration, by TPI and SBCA) Par safety ` t�.` \�`ENS practices prior to performing these functions. Installers shell provide temporary aratlng par BCSL top d button �� t Z chord shad have properly attndleuur chord Unless noted otherwise, strctal sheatFdng and shall hove a properly attached rigid calling. Locations shoes for permanent taterat restraint of eets H7 w to each face have bracing Installed Tor It haves applicable. Apply Z shot- plates per above Detals. unless noted otherwise.R on the Details, of and cingp—tionIns ll shoes above and an Yha Refer to droeings 16CA-Z for standard plate positions. Alpine, dvlslon TTV MdIrig Conpcments Group Inc be for anyy tlevlaibn from -r c A 1 E Or AN RW�MPANY a of shalt not responsble this drawing, any faswe to build the truss In conformance with ANSI/TPI 1, — for handgnp, shipping, trusses. ✓` installation L brnewig of A seal on this drawing, or rover page tistkg this drowhg, Indicates acceptance of prof essioml Pr the des�pn slam Thr netabRlty and use of this dwstrp iQ s . eng6xertrg respa,sLbty solely far eny struc4re hi this respm-sgoWty of the BuAdirg Deslgr,er Per ANSI/TPI 1 Ser2 i0� Earth City. MO 63045 y For more Information sae this Jobs general notes page and these web sites, ALPINE, www.aletneltw.comh TPli wwe.tohstornw SBCA, wwwsbcindustevargl ICG—.1-safeorg �P4¢P �v j� N All� y4f u.. `s_..�t12! Bracing Group Species and Grndesi Group AI S ruce-Plne-Fir Hem -Fir #1 / #2 Standard #2 ud St #3 Stud 1 1 #3 IStondard Dou tas Flr-Larch Southern Plnexxx #3 03 Stud Stud Standard Standard Group B, Hem -Fir #1 L Btr #1 Dou las Fhr Larch Southern Plnexxw #t #1 #2 A Ix4 Braces shall be SRB (Stress -Rated Board). xxFor 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these arades. Gable Truss Detall Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over, continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with IOd (0.128'x3.0' min) nails. )K For 1) 'L' brace- space nails at 2' G.C. In 18, end zones and 4' o,c. between zones. )KWor (2)_'L' braces- space nails at 3' o.c. In 18' end zones and 6' o,c. between zones. bracing must be n minimum of 80X of web member length. Vertical Len th No S llce Less than 4' 0' 2X4 Greater than 4' 0', but 4X4 less than t2' 0' * Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT. LD. 60 PSF MAX. SPACING 24.0' <0'bZ 9NI�tidS 'XdW . enadnsaar•.. osI resva ganp4a.= VMS te"4SAd}•sss'MI mar ln'us GNIdw ura}pS ga• assµ} Pun ae so}ou Tosaus0 sper sµ} ses uoRw.w34 a.,a. sod S�E9OiY'1110423 w = T IdL/ "' ° �, aa�y1"I}}'4 � "'�'" qx Am am1w4aND169M ,lN'd 6d� 'ana Io�Rsado+d do awo}ds»o Sa}Oa�l4 'dMA4 sly} apstl asOd saAM JO EyanJp XV* wD Toss V 3Sd 09 'U '101 'XVW sezasroouwwRasxwvs,oc, . " `=ggr�``R'SS,, aupolyc p�p+w tod m't IdlissNr 41l• axwwo ssru} Aa — 4 so &-O 7 woctlo}s4 cos X�w so; a suodsas ou s drro pp��q r 3 'Q d uol}gAap q ag } 1TW '>wi 17 syaauoduo3 �Prnfl `auN1V ANVdvgMm'u NV .s p `cti,r d '�'• R . .30 DIMS 4 . t> auxS 'sa: ia ysz ?0 sa}ados "'.` srrsg`. 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ASCE 7-101 160 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, )K)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, sane species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o.c, In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set Must be braced with+ properly attached, rated sheathing applied prior to valley truss installation, Or Purlins at 24' o,c, or as otherwise specified an engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. *xx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', 2x4 4X4 12 3X4 Valle 12 MaSpacing �--Tr 2x4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip �-- 8-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail Valley Vall 4X4 Toe -naked / •a �M11 SQa 20-0-0 (++) _i Supporting trusses at 24' O.C. Maximum spacing, HE "WAItMN - READ MM FTILLW ALL NDTU UN TMDRAVM -WORTANr FL MSH TMS BRAVM TD ALL CONTRACTORS MAIJIIH6 THE 71WNIDM �``� �'i-l- JVl.Fj�1 �`9 \\ f TC LL 30 30 40PSF REF VALLEY DETAIL DATE 10/Ol/2014 Trusses regWre estr—e c¢re In Pabrkatkv, huncift, shipping, InstaltIng and bract;, Refer to and . ' '��y DL 20 15 7 PSF follow the 1,11 "1- of BCst 11,11, Canpo,ent SsFety Infornatlon, by TPI and SBCA) for safety�, to these Fuxtt— [netnUers temporary bracing BCSL �'C DRWG VAL160101014 practices prior perforedng shall provide per Urd erw rated othise, top chard shall have properly attached structwal ahe.thlng and bottom chord -Z Bit DL 10 10 10 PSF I� d �p� shall have a properly attached rigid celdng. Locations shown for permanent lateral restraint of webs shatl have bracing Installed per =1 sections H3, B7 or B10. as applicable. Apply plates to each face of truss and Podtlon as has. above and an the Jahi Betalla, Wiess -tad otherwise. i° /. zqF - p Be LL 0 0 0 PSF RrFer to d—Ings I6OA-Z for standard plate positlons Atpine, a ravlslon of ITV DWIdin Co ponents Grwp t— shall not be responsible for any devlathon fromTlJT, = 7` )4: LD, 60 57PSF 55 AN(T1NmMPANYthis drorbhg any Falture to bubd the truss In canfornnncs vlth ANSI/TPI 1, or for h¢ndlinp, shbping. 4 a ATE of Installation br¢dng of trusses. A seal on this draebv or cover page Uating this dras4p. Indicates; acceptance of profes idnat vngehetrthp y safety fo- the aea,gm shores flee suttnbltty a,d use oP thI. drawbg Pow any s}rucArtruur cis k tthe recpmrclopity oP the Bot'" Decgrer per At6t/TPl t Seca ; �q �' .� 1,`,? �/. ( �� l .�� UR,FAC.1.25/1.33 1.15 1.15 SPACING 24 0' 13389 Lakefront Drive Earth City, fd0 G3045 e, oruFor mreh lnfarn¢ttanosee t Job^s ae�ae ( note�Page Mnd thei�r,'::.s tnae.�,.,. INN Piggyback Detail - ASCE 7-10i 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30,00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30,00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5P0 psf Cmin), Kzt=1.0, Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonat bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. wx Refer to Enolneer's sealed truss desion drawino for oloovback and base truss soeclflcations, Detail A I Pur(in Spacing = 24' o.c, or less 12 Up to 12� /\ // I I I I I I I I \\/\ \4' Spacing = O.C. Wax 1--Top Chord Scab <Typical Each End) Flat top chord purlins required at both ends and at 24' max D.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 k3 grade scab (1 side only at each end) attached with 2 rows of IOd box nails <0,128'x3') at 4' o.c, 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0,135'x3,51). Up to 12 7 11 11 \\ M I I \\ I I \\ ( I I // 1 1 24' oz. max Top Chord Scab (Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlin spacing) 24' o,c, Notes If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max. and use Detail A. ■VVARMNG- REM AND FSUMV ALL NOTES ON THIS DRAVM J`` `U '1 -0PORTANTn FUWSH THIS DRAVM m ALL CDNnW.T= MMUBDW TW UWALLERS, Trusses require extreme core M fabricating, hondUng, shipping, InstatUng and braclr g.. Refer to and e' �^+ follow the latest edition of DCSI (Bu�' Component Safety infon 1, by 11 and SBG1) for safety :g V,V E%U_cl practices prior to perfommo these functions. Installers awl provlda tenpornry brndng per BCSL V,(� Unleas rated otherwise, top Nord sh.0 have properly attached structural sheathing and bottom chord _z NF shall have a properly attached r10b ceft. Locations sham for permanent lateral restraint of ebs �. dFI �� of truss have bradrs Instastd per abo sections th J or D1a, ns aailess ly. d aIY Plates to oath fact 'II�� of v abr cpaore Inn as sheen III and on the Tor D1tae5, IOatSa natal pupla " Refer to draeinRs 16CA-2 for standard plate positrons. Alpine, o divlsbn of ITV Butttltl4InhPg Conponvnte Grouupp Inc, shall not be responsrole for anyy tlevMtion from +'t7 API RwmmpANY tNs dr'aw4hg, anY faAure to hu0.d the truss !n confornanc�e hdth ANSLTPI i, or` for handUno, ShIPPing, � A\ �r"` {„/ j± trhstallntbn 6 brodng o9 trusses. A sent m lids MowNa or cover page llstLhg ti,ia dra.Yhg, wDcatea acceptance of Professional �6 engtrheerig rtsoons0%UtY sdelY far the deslph slxnn The sWtaWtey and use of thJs d�asig dg�� 4/�,� +(fir♦ Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure tap chord with 2x4 N3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135'x3,5'). The top chord k3 grade 2x4 scab may be replaced with either of the followings (1) 3X8 Trutox plate attached with (8) 0,120'x1.375' nails, (4) Into cap TC R (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) 0.12014.375' nails. Note, Nailing thru holes of wave plate is acceptable. x In addition, provide connection with one of the following methods, Trutox Use 3X8 Trutox plates for 2x4 chord member, and 3XI0 Trutox plates for 2x6 and larger chord members. Attach to each face @ 8' oz. with (4) 0.120'x1,375' nails Into cap bottom chord and (4) In base truss top chord. Trutox plates may be staggered 4' o.c. Front to back faces. APA Rated Gusset B'x8'x7/16' (min) APA rated sheathingg ggussets (each face). Attach @ 8' o.c. with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. Front to back faces. 2x4 Vertical Scabs 2x4_SP_F N2, full chord depth scabs (each face). Attach @ 8' o.c, with C6) lOd box nail's (0,128'x3')— per scab, (3) In cap bottom chord and (3) In base truss top chord, Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave pigggyback plate to each face @ 8' o,c. Attach Eeeth to plggYbock 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 to back faces. Por any atwctire Ic respons9oAlty of the BuAdirg 11nslgrmr' per ANSt/TPI 1 See2 y ` Earth Lakefront Drive For Wore bhfornatlon see this b'c general notes A pt ` Earth City,M063045 ALPM0 ►ww.atpinaltw.Coni TPL wwwtphstorar SBCPo wwe.sbcbidust yorg) ICD wewJccsafQ4N rfffyJ�,('V�/�, j Vi,��```\fit`` SPACING P4,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 CLR Reinforcing This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired, Notes) This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative, For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative ReinForecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 20 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6W 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, (mac Center scab on wide face of web. Apply (1) scab to each face of web. Member Substitution T-Reinforcement Or T-Reinf. L-Reinforcernentl or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. T-Reinf, L-Reinf. Scab Reinforcementi Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length, Scab Reinf. KOVARNMMe ALL OL°ALL � A4.,��''•,,� TC LL PSF REF CLR Subst. ..MMTANTa s"`-^nRe,,"'mM CONTRACTORS nic�l/HDW rr TALLEus. Trusses requW ex4rne care In fabrkating, handgng, shipping. Installing and bracing. Refer to andi>>' ��•``"\vEi� TC DL PSF DATE 10/01/14 follow the latest edition of BCSI (Bualsng Component Safety information, by TPI and SBCA) for safety prior to perfornh0 these functions. installers shall provide temporory lh ach* per BCSL R� C eYSA A� DRWG BRCLBSUB1014 �tkes i ecss noted otherwise, top chord shalt have property attached structural sheatHng and bottory chord shall have a properly attached rigid cellhp. Locations shown for lateral restraint of webs _ C DL PSF v �l �� 1� a 1 I I LJ 1� I t--+ permanent shall have bracing Installed per BCSI %actions 23, B7 or 1110, as applknbig. Apply plot" to each face of truss and position as shown above and on the Joint Bet.1w, unless noted otherwise. T$ �C LL PSF It I�ILI�� II Ids— Refer to drawing. 16OA-Z for standard plate posFllons. Alpine, a division of TTV BuRding Compments group ins. shall not be responsible for any deviation from .6` = —_ AN IrWCOMPANY this drawing, any fall— to bold the truss In conPornance with ANSI/TPI 1, or for hnrcAing, shipping, = �/, bF �QT, LD, PSF 'r"' ottm L bradng of trusses. A seal on tMs drawing ar cover page Bsthg this drawing. IMcates acceptances of profes 1-1 es resspm�,biuSy solely for the design shown The swtaauty and of this drawing �1 J'r� >C �v ' L, DUR, FAC, 13389 Lakefront Drive l* far any strucdn is the respms4i91ty of the Bu0.dng )k�nr per AHSLRPI 1 Ser2 ,. '(s 1� W �f .t Earth City, MO 63045 For more information see this job's general notes page and these web sites. ALPINE. w...tpIrMtwxmi TPI- www.tphst.orni SBCA, wrw.sbchdustryarai ICO rwwlccsofogrg [� Y� 4e. 1]Idf1Ai (4T�i� SPACING Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load or web member. This design Is valid onlyy for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no More than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and secies as damaged member. Apply one scab per face. Minpimum side member tength(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall Into 2x4 members usng two (2) rows at 4' o.c„ rows staggered. Nail Into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. S L L Typical F— 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 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# + O + 0 + O + O 0 + 0 + O + 0 + 2' Stagger + = Back Face 10d Box (0,128' x 3', min) Nailsi 0 = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Nail Spacing Detail ..VARNMUM READ Arab FOLLOW ALL NBTES ON THIS DRAVDaa ■■DUVRTANTv FURMSN nm DRAVING m ALL CMIMACTOM INCLUDING THE DWALLERS. Trus.es requw ext,— care In fobricatNg, handing, chipping, Installing and bracing. Refer to and fait.. the latest *Action of BCSI 111, Corp —1 Safety Inforhatlan, by 11 and SBCN for snfwty practices prior to performing these functions. Installers shall provide teepoeary bratlng per BCSL I� Unless noted otherwise. top chord shall have properly attached stptructural shenthing and bottom c ho . Locatlons shown for Q oNr of truss aMshot( have app!!sltlont. him t SCSIa ad rl9ld nd on thens Joint Details, R7 ae Bill. as u eessanoted Applyplatestonent lateral heach face t of �h Refer to drahnngs I&OA-I for Standard plate positions. otherwise. Alpine, a division of ITV &Aiding Canponmts Group Inc, shall not be responsible for nnyy devintbn fr AAl IT\NODMPANY this drawing any fallure to bvAd the truss h confornance with ANSVTPI !, or Far hnnd8ng, sNpping, installation L bracing of trusses. A sec on this drawing or cover page IlstinG this drawing. Indcates acceptance of professional engbrerYg responamllty solely for tha de shown The s.M.KKy aM us. of this dra.eg 13389 Lakefront Drive for nny etructwe hi the responsbYlty of Building Designer per ANSVTPI 1 Sm& Earth City. MO 63N5 for Gore infarnation see this Job,. general notes page and these web sites. ALFIND wcalohelte.coni TPL—toinst.orol SECA•—bcinductryoriM ICO wnlrsroFearg s L — L Distance nEN�F '0. t No. r i Q E OF NAL Nuthun L Distance B L L PACING 24.0' L REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' CC MAX. LENGTH TO TRIM FILLER f EXISTING FILLER I - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (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 ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' 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 LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. SPACING AND 10PSF MAX. CEILING LOAD., WITH THE EXCEPTIONS nlnTP'n ON THIS SHEET I USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. DER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS <IF>4'-0'), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTEI FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION. SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT. - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (❑R OSB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2.5') 2 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) it GAUGE (0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). READ nDIPDRTANTu VM I'MMSH TFBSTFRS MAV�IIr<F TO�AVLI MORACT02S ALL NaTM ON U aUD�M THE WSTALLUM Trusses regWro —trene care In fabricating, handling, shipping, Install and bracing. Refer to and follow the latest ¢,Btlon of BCSI tBuarsng Component Safety Inform ' y TPI and "' for safety practices %lor to performing these functions. Installers shall proNde temporary brngng per BCSL ett noted otherwise, top chord shall have property attached structural rhea and bottom cho shall have a property attadw:d maid ceNng. Locations shown for permanent lateral restraint of vet! shalt have abld�ond position Installed per abo[ sections the J or Bet, as uniesapplicable.no Apply plates W each face II��UU��11 of trots antl ppoodtbn nt shown above and an the Joint B¢tnlc, uw/ltliess noted otherwise. Refer to drawings 16OA-Z far standard plate positl.— Alpine, a division of ITV BuRcing Components Group Inc, shall not be responsible for any devibtlon Fr AN (TWCOMPANY this drawing any failure to build the trust In conformance with ANSI/TPI L or For handling,sWppkg, Installation L bracing of trusser. A seal on tits dwwbV or cover page Ibtina tuts drawing, Indicates acceptance of professional respans solely for the design shorn The s,Atabttlty and use of tHs drovirg 13369 Lakefront Ddve for any W respans"Ity of the 9AdYg Bosfgne• per atiSLIM I Sect. Earth City, M0630A5 For Mr.Infornaton see this Job's general notes page and these web sites, ALPM wnAtolnelte.coru TPI, wrw.toinct.oro, SBCAi nw.sbclAdustrvarol IM wwwlccsofeara to �."GENSEr N . Sl Al E OF i REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 SCAB 2X4 OVERHANG BETAIL 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. 12 2 TO 12� 3L L 24' MAXIMUM ■■npalrwrrt.� � nas�'nR° WRM ro °&L CORMU S IINI IJIU c TW aar Rs �IN' �'�- „irk •,�•� REF ZX4 SCAB O.H. AIM NnES v TOTAL TOP CHORD Trusses req,0— .atreme core h fabricatlny, handit, shipping, Inst¢lUnp and brochg. ReF¢r to and DENS LOAD NOT TO DATE 10/O1/14 follar the latest edttlon aF III ®aiding Component Saf¢ty fniornatbn, by TPI and SDCA) for safety ` gQ' �� S EXCEED 40 PSF pnoctic¢s prbr to performing these functions, [nstalt¢r6 slgU provitlo tenporary brad ng par BCST. Uraess wtad otherelss, top chord shalt have prop¢AY tI.& d ssrvcturN ahentWng and bottom chord _ No (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 shod Mve a property oitached rlpH sect Locatlans chum For pernonent Wterol restraint of re6s Q O shall have bradno Installed per SGiI sections B3, 87 — H10, os appiluble. PDpIY Piet" to each face aF 'tr'uaa and ppooGtlon ac shorn above .rM on the .loltt D¢talc, uN¢cs noted otherrlse. l� R¢F- to dm gs 16OA-Z for et-d-d plate posltlons. OF AN RWCOMPANY Alpine, a dvlslon of RV SuAAny Components Grog, Inc shall rot be r¢sponsi6le fa^ on tlevlation from � /// (t this drov4p arty PoOure to buRd the truss In tonfornonce ¢Min ANSI/TPI 4 ar for hondUng, sFdpp4+g, � iQ tollntbn L 6roCln oP truas¢s. // A sent an tide drogehg or cover pope Usurp this draehp, IntDrntes nceeptarlCe of professlornl �� ee gQ �� re�a�a�nity solely far the d¢aign ahoen The suitdrllty and use of this die.><p � �. \\.° DUR, FAC. 1,15/1,25 hs far ahy Ls tlw respans6AttY of fha Bulidfng D¢spn¢r Per ANSI/TPI 1 See2� \ Earth City.M063045 _,.Par more Inf_ , atio�se¢ this Job's genercl mote`s page and thes�eeb sitesrc^ �¢ IpNA- t\\\SPACING 24'