The URL can be used to link to this page

Home My WebLink AboutTRUSSSCANNED BY StUnAp RANEY COMPONENTS aney 19900 Independence Blvd. 7 Groveland, FI 34736 omponerrtS' uC one: (352)429-9429 - (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00094 Printed: Wed, May'30 2018 J�oId rntormat►on: Address: FOR Name and License Number. CusfpmerName: Creekside Lot 94 DR Horton 8560 Cobblestone Dr Des ptfon: City, State, Zip: 4E 1828-Cali "D" Fort Pierce, FL vauu►y uuvn1iauvn. Roo �,� oads: Floor Loads: TC e: TC Dead: BC Live: BC Dead: TO Live: TO Dead., BC Live., BC Dead: 20 7 0 10 0 0 0 0 BIVS Code: Wlnd Std: Wind Speed. Bldg. Useage: Building Type: Wlnd Type: FBI 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pag 's or sheets covered by this seal from: 1 thru 21 Total 21 DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO Al 2 AtA 3 A2 4 Ale A3 6 A1GE 7 A4 S AS A6 10 A7 11 ASG 12 D1 D1GE 14 c1 15 C1GE 16 M3 EJ7 18 BJ5 19 13J3 20 BJ1 OJ7 Digitally signed by Manuel Martinez DN: c=US, o=ldenTrust ACES Business Representative, ou=M AND E ASSOCIATES PA. m=Manuel Martinez, i>,�,z,2342.19200300.100.1.1=A010980000001484 EF8FEJd0000211F Date: 2018.05301350:06-04'00' Adobe Acrobat DC version: 2015.006.30418 40 01 SA 38 FF 55 88S088 7F48 00 99 2ES5 FB ShirItem3sazbraalxriisian£r ysl5ned'wascalersbyvla" lM1art Kin. LLc.R4TF82iaerEAcc�af2 sfiarae ffia n6 a5H&<3 enticazicr wde. ?"Laud celt&zsoishis do:csa�t mm naicrs:siEi+aaA sf�nad aaad seaWd anE livz S.YA-"-- av3hentSraY3cuirs�flmrac^st i�vettSrd eet wry dsYtmrsk ca�sai. FILE CODV it Job Number: 36CS00094 Ply: 1 SEQN: 668615 / T10 / COMN 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" City: 16 FROM: AH DRW: Truss Label: Al Wgt: 224.0 Ibs '4"9 �144"7 I 910"+ 39731364 4 co 0 SEAT PLATE RED. may•' T,•V V••' V,•V V,•T '••V W`•' SEAT PLATE REQ.'Ii 39'8" 1' 6'2°13 5'93 2'01 591 59°1 2'0"1 594 6'2"13 12' 14'0°1 19'1D" - 257"1 2T8" 33'S"4 39'8" I 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): 0.187 O 999 240 B ' 1654 / 709 1961 ! - 1445 /i8,10 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 1709 / 961 ! - /- / 8 10 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ(TL): 0.140 L - B Min Big Width Req = 2.0 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 2.0 TCDL: 4.2 psf Bearings B & J are a rigid surface. BCDL: 5.0 Soffit: 2.00 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.667 9 9 p TPI Std: 2014 Max BC CSI: 0.600 Bearings B & J require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.593 Loc. from endwall: not in 4.50 it FT/RT:20(0)/l 0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 D F - G 1114 -1906 Lumber B - C 1492 -3056 G - H 1255 -2428 C - D 1227 -2466 H - 1 1228 -2467 Top chord 2x4 SP #1 D - E 1254 -2427 1- J 1493 -3057 Bat chord 2x4 SP 91 Webs 2x4 SP #3 E - F 1114 -1906 J - K 27 0 Bracing Maximum Bat Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1x4 "T" reinforcement. 80% length of B - R 2673 -1193 O - N 2105 826 web member Same species & SRB grade or better, t(p attached hao A, R- Q 2670 -1193 N- M 2671 -1195 with Bd Box or Gun (0.113"x2.5",min.)nails , Q - P 2670 -1193 M - L 2671 -1195 e 1 v ,. P - O 2104 - 801 L - J 2674 -1195 Loading + Truss passed check for 20 psf additional bottom Maximum Web Forces Per Ply (Ibs) chord live load in areas with " 42"-hi h x 24-wide " 9 sy, 0 Webs Tens.Comp. Webs Tens. Comp. clearance. 40 . R - C 276 -5 O - G 494 -777 Wind' C - P 418 -596 G - N 464 -164 Member design based on both MWFRS and C&C. P - E 464 -164 N - 1 419 -597 E - O 494 -776 I - L 276 -6 . ,�;. � F - O 1385 - 751 4001 FF5B8;f 0BB7F4800992ESSFB Thu lvamtn asd=ied by UAW -A enartiner, n (FL. tbr.04n0f cc the dWacshawn a" tang a SHA-1 actl�ant4caL�saada, , Ftiatadzalliaztie} dna:asr,t—mtc—idrad sign =A=66 and tFs..m=a aaaian[4samamefe rzttsaaexifid rnaorg;dedmrs4a cm�las , ''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, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy they bracing per BCSI., Unless noted a herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attaches ngid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, omntnts ttr as applicable. Apply plates to each face of truss and position as shown above. and on the Joinf Details, unless noted otherwise. (tefer to i drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildlnt�Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this rawing or cover page, listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. . 41 • Job Nu fiber. 36CS00094 Ply: 1 SEQN: 668616 / T13 / COMN 4EB8 1 L28-Cali "D" /DR Horton 14EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss bel: A1A Wgt:260.4lbs / ... 05/30/2018 6'4°9 T10"�9 14'47 19'10" 22'6°4 268" 31'9°7 _i33'3"i7 r 6'4"9 +1'6" 6'S'15 + 5'S'9 + E-4 4'1°121'6" F-6X12 G 1112X4 omE H %4X4 12 6 (a) 91 (a) %3X6 3X6 D 1 0 6C tat g 3X4 Jt3X4 (a) mH071 T p-10X10 N (a) 54-4X6(A2)B Ka4X6(A2) l 33 A L u T S R Q O M 012X4 =4X6 JX4 =6X8 012X4 M2X4 =4= SEAT PLATE REQ. SEAT PLATE REQ. 39'8" F1' 6'2"13 5'9°3 2'0"1 59"1 2'10" 4' 6'S"15 6''13 12' 14'0"1 19'10" 22'8" 26'8" 1 31"15 398" Loadin'11 Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 B 1561 / 708 / 960 / - / 445 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 / 708 / 959 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.128 M - - - Wind reactions based on MWFRS EXP: C HORZ L 0.240 M - - B Min Br Width Re 1.8 Des Ld'I 37.00 Mean Height: 15.00 It �) 9 q g Code I Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 NCBC L: 10.00 P TCDL: 4.2 psf Bearings B & K are a rigid surface. Soffit: 2AD BCDL: 5.0 psf Bldg Code: 2017 RES Max TC CSI: 0.Bearings B & K require a seat plate. Load D. ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.599 99 Spacing 24.0 " C&C Dist a: 3.97It Rep Factors Used: Yes Max Web CSI: 0.980 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): I Chords Tens.Comp. Chords Tens. Camp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 27 D G - H 1424 -2568 Lumbe r B - C 1489 -2859 H - 1 1743 -3379 Topch d 2x4 SP #1 C - D 1225 -2257 I - J 1722 -3418 D- E 1252 -2218 J- K 1477 -2841 Webs 24 SP #3 Bat chord 2x4 #1 E - F 1112 -1740 K - L 27 0 F - G 1509 - 2514 Brac!n (a) Continuous lateral restraint equally spaced on Maximum Sot Chord Forces Per Ply (Ibs) membe . Or 1x4'T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. wem ber. Same species & SRB grade or better, B - U 2497 -1190 R - Q 20 -9 attache with Bd Box or Gun (0.113"x2.5",mm.)nails ,. U - T 2494 -1190 P - N 2985 -1303 .� T - S 2494 -1190 O - M 36 -15 Wind+ S - R 1920 -800 M - K 2477 -1179 Memb design based on both MWFRS and C&C. No 047182, Maximum Web Forces Per Ply (Ibs) e Webs Tens.Comp. Webs Tens. Comp- R, 1. * U - C 276 - 5 P - G 195 -122 « C -S 416 - 608 P - H 601 - I(75 S" 4) F S - E 463 -160 H - N 807 -357 E - R 494 -720 N - O 114 -4 yP �' F-R 42 -515 N-M 2557 -1218 F-P 2273 -1098 N-J 527 -162 94 R 1829 - 7 M - J 390 - 685 - Q SERIAL 40 01 SA 38 FF 53 91 BO 813 7F 49 00 99 2E 95 FB V41, Eer a3ss#zem ala slgnnei. 2:calad6y k7az�zc7 PAart YY �. ti.:.G433E2! ecrtlte $sae sllmvr�alxrte wing a SHA 2 au3hanea.�ttaacda, geastad c�9¢sa$ihe dsxca�ai ama�at cx�sidmad ss'gmas9 and:ealad and dvz3 zaihantS�a�aaca9e rs�1 La usriftd asp a� daamr3M � mpias. **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse Le extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo eni Safety Information, by TPI anc7'SBCA) safety practices pnor to performing these functions. Installers shall provide temporary rurey bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache npgid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, p: ronertts iie as appli ble. 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, division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in nfonnance 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 us of this g�aw!ng for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more � anation see this'ob's general notes page and these web sites: ALPINE: www.al ineftw.com: TPI: www. inst.o ; SBCA' www.sbdndus .com• ICC: www.iocsafe.orq K IJob Number: 36CS00094 Ply: 1 SEQN: 668617 ! T9 / HIPS 4EBB 1828-Cali "D" !DR Horton AEBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A2 Wgt: 246.4 Ibs / ... 05/30/2018 f 6'4"9 11'6"� 45415 + 67"9 +1'881 6739 + 4'595 I31'6"� 64"9 1 =5X8=_5X6 F G m2X4 =3X4 =3X6 &&"iX8 =3X6 �3X4 II2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'6" 6'2"13 5'10"3 1'11" 5' 1'6" 5'1"12 1'11" 5'10"3 6'213 12'0"15 14' 19' 206 25'8° 27 - 33'S"3 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh ! RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.156 Q 999 240 B 1561 / 710 / 964 / - 1428 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.428 Q 999 180 K 1561 / 710 / 964 / - ! - 40 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.126 M - - B Min Brg Width Req = 1.8 Mean Height: 15.00 It Code / Misc Criteria Cree Factor. 2.0 K Min Brg Width Req = 1.8 NCBCLL: 10.00 P TCDL: 4.earB & K are a rigid id surface. Soffit: 2.00 BCDL: 5.MWFRS P0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.444 g 9 Load Duration: 1.25 TPI Std: 2014 Max BC CSI: 0.536 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.665 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply'( Tens. s) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Teens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02A208.15 A - B 27 0 G - H 1145 -1814 Lumber B - C 1500 -2823 H - 1 1351 -2345 C - D 1333 -2385 I - J 1333 -2384 Top chord 2x4 SP #1 D - E 1352 -2346 J - K 1501 -2823 Bot chord 2x4 SP #1 E - F 1149 -1820 K - L 27 0 Webs 2x4 SP #3 F-G 1101 -1552 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails - B - T 2458 -1192 P - O, 2058 -950 6" oc. T - S 2455 -1192 O - N 2058 -950 @ - #"* � S - R 2059 - 921 N - M 2456 -1203 Wind •40,R - Q 2059 - 921 M - K 2458 -1203 Member design based on both MWFRS and C&C.�. Q - P 1547 -589 047162 ' a Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. v` � T-C 216 -6 P-G 541 -377 STARE OF AU C - S 307 -438 P - H 472 -694 00 * " S - E 427 -153 H - N 426 -151 ° 4a E-Q 474 -697 N-J 309 -440 wt,�v F-Q 637 -311 J-M 216 -9 ` F - P 317 -297 ERIAA1..9 4o ol5A 39.FF 5B 82 Bo BB 7F4& 00 99 2E &5 Ind E9uavn'i C€:ca+aeia ys aad 04 Uafedtry # .,9 martbw,. ;ant€catsr.�e, F'Ybtad captarnfcft's d mmmu= not cnnsliaeti =du lad wW tfr-Wi a:A aaNiiesYtka9 azsendeene.t Le mar,fted we wrd tmnk akIm ""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, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide tempora crxey bracing per BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom`chord shall have a properly attachecJ rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 61 D, on��/s ll� as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to 7 drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the t ss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page _ listing this drawing indicates acceptance of pro>essional engineering responsibility solely for the design shown. The suitbility and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITP11 Sec.2. Job Nut 11 iber: 36CS00094 Ply: 1 SEQN: 668618 / T1 / COMN 4EBB 1 28-Cali "D"/DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss 'bel: Al Wgt:224.0lbs .. / ... 05/30/2018 6'4"8 1T0 7 I 397 3 154 948 + +"9 r 6'4 4 595 1363 F-5X6 -,o,IME G 12 6 (a) 3X6 m 03X6Q H o C (a) (a) I (a) (a) 3X6(A1) B J=3X6(Al ) A �{ R Q s P O N M L W2X4 =3X6 m3XB =3X6 m2X4 SEAT PLATE REQ. SEAT PLATE REQ. -- lVal" 20,8" A �1+ 12 + 5'9"4 +2'0"1� 5'9"1 5'9°1 { 2'0°ta 5'9"4 + 62"12 2T8 7' 6'2"12 12' 14'D"1 19'10" 25'7"1 33'5"4 39'8" Loadin Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (ibs), or'=PLF TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 438 / 164 1272 / - / 445 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.044 L 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.135 L 999 180 S• 336 / 154 / 192 / - / - / 68.0 BCDL: 1 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.014 F - - 'J 872 / 384 / 645 / - / - / 8.0 Des Ld',1 37.00 EXP: C L 0.027 F - - HORZ (T ) Wind reactions based on MWFRS Code i Misc Criteria NCBC L: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 P B Min Brg Width Req = 1.5 Soffit 2.00 TCDL: 4.psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.548 S Min Brg Width Req = - = 1.5 Load D ration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.480 J Min Brg Width Req Bearings B, S, & J are a rigid surface. Spacing 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.538 Bearings B & J require a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ LumbeI A - B 27 0 F - G -05 Top chi•'td Bat ch 2x4 SP #1 B - C 170 -463 G - H 450 50 -706 �d 2x4 SP #1 H 423 745 Webs C - D 407 -156 -1 - 4 SP #3 D - E 567 -150 I - J 708 -1385 Bracrn E- F 289 -165 J- K 27 0 (a) Car sinuous lateral restraint equally spaced on me f. Or 1x4 "T" reinforcement. 80% length of Maximum Bot Chord Forces Per Ply (Ibs) Same & SRB or better, Chords Tens.Comp. Chords Tens. Comp. web in[nber species grade attache with Bid Box or Gun (0.113"x2.5",min.)nails B - R 515 -399 O - N 565 98 @6"0 R-Q 510 -399 N-M 1182 -489 Platin Notes Via- 5P Q - P 510 -399 M - L 1182 -489 All plat are 3X4 except as noted_. P - O 788 - 761 L - J 1186 -489 No 047182 Wind - Maximum Web Forces Per Ply (Ibs) Memb design based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens. Comp_ R - C O - G -751 492 � C - P 465 - 70D G - N 492 -182 STATE O 465 700 P E 674 N 1 441 654 - -1218 - - y; m. E-O 720 -297 I-L 290 -4 may, s� F-O 56 -182 ,I list SERIAL 40 0154 38 FF 56 8180 BB 7F49 00 99 2E 85 Fit 11iit AM hwboen Ck droazojrspcd'.zn4=fad by ma," martln FE(FL. Uc 047:1EXI W tlm that dhawa abwa W.dng a SR:A•g ai8£diEiftiq�ABS Tim&. ftrard ctp€msatlk dw_sz;;c.tx not cww mrmd :jam=tf=hd assd it^c.".eisA.•Z as tmnYkatioas,vxde mc.t u"a4admayd"Imnb_ coins. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! Trusses Compo _ IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS equire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building lent Safety Information, byy TPI anc7'SBCA) f-or safety to these functions. Installers shall temporary bracing. practices prior performing provide 17i1� - er BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache as appli rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, nnr rcnents,nz able. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to t drawing 160A-Z for standard plate positions. Alpine, truss in division of ITW Buildin�!L�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the onformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ . listing his drawingq indicates acceptance of pprofesslona engineering responsibility solely for the design shown. The suitabrirty and us of this 7iawing for any structure is fl1e responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more formation see this eneral notes a and these web sites: ALPINE: www.al ineiRv.com: TPI: www. inst.o ; SBCP: www.sbcindu .com' IM www.io:safe.orq w T: 0094 Ply: I Job Number: Truss 1828-LabelCali D"O/DR Horton f4EBB 1828-Cali "D" I yQty:y9 '252.0 Ibs I FROM: Al- 619 / T8 !HIPS I DRW; 05/30/2016 I 6'4"9 T10�12'4 8 IT + 22'B" 2T3°8 + 31'9"7 33'3 7 39'8° 6'4°9 1'6" 4'5"15 47"8 5'8" 47 8 4'5"15 1'6" 6'4"9 SEAT PLATE REQ. a6X6 IM5(4 =3X l =3X6 m— ik4 mA4 =-3X4 =-3X6 =3X4 Ma4 SEAT PLATE REQ. 39'8" 1' F °13 r' 29'10"°I 5103 '2"3 1'0 2 512'1�3 011 '8 � Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NP Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE 13 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.153 R 999 240 VERT(TL): 0.419 R 999 180 HORZ(LL): 0.067 M - - HORZ(TL): 0.125 M Creep Factor: 2.0 Max TC CSI: 0.380 Max BC CSI: 0.453 Max Web CSI: 0.690 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 In 40015A38FF5B81BOBB7F4900 99 2E85'FB 83�itIzu�esYaaR f��uamla 8�ivd try lAasaxd Martfrox^x�, a�GL. tis.�4JS82)anllr� ea.3s�.�hawrosG,aa� ui3nga ".H�1. can't cmriaaxsea, aex�e. . �s�aiau xr�?zscSrt�selta:v�uxri �sffia�rsc. - sdssi �a9.askti xmb Rfi,�M'^tr�entcaarisnase.�s9sn�s[:8�a��3r?e^�ranac� dsctmm� ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1561 1712 / 965 / - / 387 / &0 K 1561 1712 /965 /- /- /8I0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 K Min Brg Width Req = 1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. i Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1268 -1952 B - C 1550 -2829 H - I 1397 -2335 C - D 1378 -2374 I - J 1378 -2374 D - E 1397 - 2335 J - K 1550 - 2829 E- F 1268 -1952 K- L 27 0 F - G 1192 -1700 i Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2465 -1238 Q - P 1690 - 751 U - T 2462 -1239 P - O 2043 -1000 T - S 2043 - 970 O - N 2043 -1000 S - R 2043 - 970 N - M 2462 -1267 R - Q 1690 - 725 M - K 2465 -1267 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. U - C 228 -6 Q - G 238 -200 C - T 323 -464 G - P 536 -324 T-E 392 -161 P-H 412 -585 E - R 412 - 585 H - N 392 -161 F - R 536 -324 N - J 324 -464 F - Q 238 -200 J - M 228 -8 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Are extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) to) safety practices prior to pertormmg these functions. Installers shall provide temporarryy BCSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a propperty lid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. r2efer to 60A-Z for standard plate positions. of I PI 1, or Tor nan acceptance of any structure is failure to build the g or cover pa e rn. The sui bdrty crfrerr ' dmtrrrfr7rrt' Tic Job Nu ber• 36CS00094 Ply: 1 �SROM:AH EQN: 668637 / T11 / GABL 4EBB 1 28-Cali "D" /DR Horton /4EBB 1828-Cali "D" Y' City: 1 DRW: Truss bei: A1GE Wgt: 378.0 Ibs Page 1 of 2 .. / ... 05/30/2018 647 13'9"12 f 6'4+100" F 2504 T 24:2 3 -7 94 1,114"64'87� SEAT PLATE REQ. SEATPLATEREQ, SEATPLATEREfl SEAT PLATE REQ. -137 5' i21' P' l 6'2"71 13'25 1 1 12 .IF I 25"k 61� 33'S 5 ,12 39'81 ' 1� Loadin Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld 37.00 Mean Height: 15.00 it NCBC : 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacin 24.0 " C&C Dist a: 3.97 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top ch d 2x4 SP #1 Bot chdtd 2x4 SP #1 :BC2 2x6 SP #1: Webs 2x4 SP #3 :W2, W3, W7 2x4 SP #1: (b) sca reinforcement. 80% length of web member. Same ire, species & grade or better. Attach with 10d Box or Lin (0.128"x3",min.)nails @ 6" 00. (a) Con Inuous lateral restraint equally spaced on membe . Or 1x4 'T" reinforcement. 80% length of web m ber_ Same species & SRB grade or better, attache with 8d Box or Gun (0.113"x2.5",min.)nails @6"0 Specia Loads --(Li er Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: F m 56 pif at -1.00 to 56 plf at 40.67 BC: F m 4 pif at -1.00 to 4 plf at 0.00 BC: F m 20 pif at 0.00 to 20 plf at 39.67 BC: F in 4 plf at 39.67 to 4 plf at 40.67 TC: �13 lb Conc. Load at 15.17,17.17 BC: Kit lb Conc. Load at 15.17,17.17 All plat$ are 2X4 except as noted. Wind Wind Ic Ids and reactions based on MWFRS. Additi D al Notes See GS A16015ENC101014 & GBLLETIN1014 for gable m,ind bracing and other requirements. Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Pf: NA Ce: NA VERT(LL): 0.069 U 999 240 Lu: NA Cs: NA VERT(TL): 0.207 U 999 180 Snow Duration: NA HORZ(LL): -0.031 F - - HORZ(TL): 0.058 F Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.514 TPI Std: 2014 Max BC CSI: 0.438 Rep Factors Used: Yes Max Web CSI: 0.792 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 40 015A338 FF 58 91BOB67F48 00 99 2E 85 FB 81'aAc itamiraabcers etmrsa {x fa 'zidl f oby F1oxAMrtw= jEL.tYc_�4T132}aerE�.vc;tY�.siusw�s aE¢sxett€�f�g�StFP b ms:+3aserit�xti�eo cudu. a Cgdec�a�eirr_s�xt,�sa nrztcsa�idexmd s'fa gad smai�atl d t1�c 5rR<ac4¥fanL'taSsivscrs3e m>�k:�aa^mrifcacdsc2rmc . minx. 1 1 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 434 / 197 / - 1- 1- 18.0 BI 1509 / 725 / - /- /- 18.0 BJ 502 /213 /- /0 10 /8.0 X 862 1417 /- /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 BI Min Brg Width Req = 1.8 BJ Min Brg Width Req = 1.5 X Min Brg Width Req = 1.5 Bearings B, BI, BJ, & X are a rigid surface. Bearings B, BI, BJ, & X require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A - B 27 -20 M - N 62 -74 B - C 170 -439 N - O 64 -75 C-D 421 -156 O-P 57 -108 D-E 453 -182 P-Q 60 -115 E - F 486 - 208 Q - R 74 -131 F - G 494 - 215 R - S 128 -203 G - H 528 -240 S - T 224 - 544 H - 1 551 - 269 T - U 301 - 653 1-1 128 -152 U - V 342 - 699 J - K 89 -137 V - W 372 - 736 K-L 61 -111 W-X 644 -1352 L-M 62 -107 X-Y 27 -20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AD 338 -107 AB -AA 606 -290 AD -AC 335 -109 AA- Z 1148 - 532 AC -AB 299 -799 Z - X 1151 -530 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AD- C 303 0 N -AB 153 -190 C -AE 295 - 657 AB -AU 388 - 809 AE-AF 297 -657 AU -AV 358 -769 AF-AG 314 -679 AU-AX 23 -30 AG-AH 316 -680 AV-AW 353 -760 AH-AC 302 -672 AX-BA 24 -31 AI-1 692-1108 AY -AZ 340 -744 AI -AC 708 -1133 BA -BD 24 -31 -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, bVy TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a profp�efly aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per SCSI sections B3, B7 or t le. Apply places to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions_ of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the rice with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ ing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability yawing for any structure is the responsibility of the Building Designer per ANSIPrPI 1 Sec.2. frney. ' em)^zantrrt�,ze I ; a Job Number: 36CS00094 Ply: 1 SEQN: 6686371 T11 / GABL i 4EBB 1828-Cali "D" /DR Horton MEBB 1828-Cali "D" Qty: 1 �FROM:Ahl DRW: I' Truss Label: A1GE Wgt: 378.0 Ibs Page 2 of 2 ... 1 ... 06/3012018 AI -AK 45 -60 BB -BC 325 -73D I-AJ 659 -306 BD -BF 23 -30 AK -AN 45 -60 BE-S 372 -782 AL -AM 727 -359 AA -BF 446 -19 AN-AQ 45 -60 AA-BG 268 -588 AO -AP 700 - 337 S -BF 416 0 AQ-AT 44 -59 BG-BH 312 -655 AR -AS 689 -320 BH- W 277 -608 AS -AT 673 - 312 W - Z 282 0 AT -AB 6W -266 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. E-AE 4 -3 AS-M 14 -21 F -AF 45 - 57 O -AV 17 -14 G -AG 21 -13 AW-AX 33 -44 H -AH 45 - 39 P -AY 50 - 65 AJ-J 87 -65 AZ -BA 10 -21 AK -AL 15 -49 Q-BB 28 -39 AM- K 28 -30 BC -BD 78 -42 AWAO 20 -8 R-BE 141 -99 AP- L 64 - 68 BG- T 172 -114 AQ-AR 43 -47 BH- U I� II 68 I -119 40 01 5A39 EF5581 BOB137F480099.2E95F5 Tmd Va=dl X9ariirss�z, �.. iPe.ea�zsz(e�t3scczsr.�a�awnac¢a�a.�ngasx�3 ztadrs�i�rrxitf�ssisx_€,taxaaaralc� d;�s3*�aim6 �aa'4kc �..AlzsR9�entica9fi�as�9e msct taa�it-saea�ectme�Y re�Ens:. "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an r7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary arixef bracingTer BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro erly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or �1D,ntr,x,e as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. k2 fer to t , , drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability. and use of this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. rJ.bNufli�Ill11iber• 36CS00094 Ply: 1 SEQN: 668620 / T7 / HIPS _Cali"D"/DRHorton /4EBB 1828-Cali"D" Qty: 1 FROM: AH DRW. s bet: A4 Wgt:254.8lbs .. / ... 05/30/2018 E-t 6'4"9 7'10"a 12'4 7 15' 19'10" 24'8" 27'3"9 , 31'97 333",7 39'8" r 6'4"9 16"� 4'S"14 27"94'10" T 4'10" I 27"9 4'5"14 1'6" 64"9 =3X4 =5X6 102X4 =3X4 =3X6=3X4 =3X8 =3X4=3X6 E23X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" � 7 1' 6'2"13 510"2 1'11"� 410 410 1' S'10"2 6'2"13 y 1' r + 6'2"13 + 120"15 + 14' 1 1 1910 248 25 " 1 11 r 33'S"3 + 39'8" H I-27 Loadin Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL:L7.O�O Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.158 G 999 240 g 1561 /714 /962 / - /346 /8.0 BCLL: Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.434 G 999 180 L 1561 / 714 /962 / - ! - 18.0 BCDL: 1 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 N - - Wind reactions based on MWFRS EXP: C HORZ L 0.125 N - - B Min Brg Width Req = 1.8 Des Ld 37.00 (T )� NCBC : 10.00 Mean Height: 15.00 It Code / Misc Criteria Creep Factor: 2.0 L Min Big Width Req = 1.8 TCDL: 4.2 psf Bearings B & L are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & L require a seat plate. Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.454 Spacin : 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.467 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1334 -1958 Lumbe B - C 15TT -2831 H - I 138E -2093 31 Top ch rd 2x4 SP #1 D - D 14430 -2331 J - K 1411 -2370 Bot ch d 2x4 SP #1 Webs 4 SP #3 E - F 1388 -2093 K - L 1576 -2831 F- G 1334 -1958 L- M 27 0 Wind Membc design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - V 2467 -1273 R - Q 1831 - 864 V - U 2465 -1273 Q - P 2039 -1026 �U-T 2039 -996 P-0 2039 -1026 T - S 2039 -996 O - N 2465 -1302 O S - R 1831 - 835 N - L 2467 -1302 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp_ It V- C 235 - 6 R- H 278 -172 ' a` C - U 327 -473 Q - I 404 522 U - E 351 -161 H - Q 546 -372 ` E - S 404 - 522 1-0 351 -161 . e � F-S 546 -372 O-K 328 -473 AS ' F - R 278 -172 K - N 235 - 8 x effigy.. - , G-R 247 -290 40 01 S38FF5581BOBB 7F 49 00992E95FS ';;1rls¢r:eir�skr¢e3a mt¢¢sr'ar�1 1m�+4y ,�1 Adarttnr� rEr4.Lfc.047EE3.Tcrih�^s,.� ago- a�9aigasi :a auiifrntsca9s. xsr3ac¢�e+'s:�i2{5 drams-.�v-a armsraYc�rm£�d �nsi+,aalme4 zaad Cta¢.S'e9R>Sr39s¢nagt,•x5¢c1¢mt:Eaamrifmtatrar-i4�.. '20,M —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses equire extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Compo n[ Safety Information, by TPI ant'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary rrtieg, bracing er BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or B10, gar 7rtents zir as appli ble. Apply plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (tefer to 1 drawing 16OA-Z for standard plate positions. Alpine, division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the I.. in _nformance with ANSIrfPI 1, or for handlingshipping, installation and bracing of trvsses.A seat on this drawing or cover page_ listing rs drawing indicates acceptance of ro ssiona engineering responsibility solely for the design shown. The suitability and us� of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. I� • Job Number: 36CS00094 Ply: 1 SEQN: 668621 /T6/ HIPS 4EBB 1828-Cali "D" /DR Horton 14EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A5 Wgt: 212.8 Ibs .. / ... 05/30/2018 6'4"9 1 13' 1 "0" 26'8" 33'37 39'8" 6'4"9 6'7.7 6'10" Al86; 6'7"7 6'4"9 I =5X8 =3X4 n (6(A2) SEAT PLATE REQ. SEAT PLATEI REQ. 39'8" 6'2"13 6'9"3 1' 5'10" 5'10" 1' 6'9"3 6'2"13 1 6'2"13 13 14 19'10" 25'8" 26' " 33'5"3 39'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria ♦ Maximum Reactions (Ibs) 11. 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 B 1561 1716 / 953 / - 1305 / 8.0' TCDL: 7.00 Speed: 160 mph Pg NA Ce: NA VERT(LL): 0.172 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 H 1561 1716 / 953 / - /- 1816 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.128 J - - B Min Big Width Req = 1.8 Code / Misc Criteria NCBCLL:10.00 Mean Height: 15.00 ft CreepFactor. 2.0 H Min Brg Width Req = 1.8 I Soffit: 2.00 TCDL:4.2 sf p BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.446 Bearings B & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.558 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.564 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): VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1502 -2274 B - C 1623 -2836 F - G 1425 -2325 Wind Duration: 1.60 WAVE Lumber C - D 1425 -2325 G - H 1623 -2836 Top chord 2x4 SP #1 D - E 1502 -2274 H -1 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member design based on both MWFRS and C&C. B - P 2472 -1319 M - L 2006 -1008 10 it P - O 2469 -1319 O - N 2006 -978 L - K 2066 -1008 K - J 2469 -1348 0N - M 2006 -978 J - H 2472 -1348 e4A*mom XC s Maximum Web Forces Per Ply (Ibs) I ' sow Webs Tens.Comp. Webs Tens. Comp. 40 P-C 244 -4 M-F 370 -243 C - O 377 - 513 K - G 377 - 513 D - O 444 -170 F - K 444 -170 -- STATE OF D - M 370 - 243 E - M 300 - 381 G - J 244 -6 0-4 0 e ' Ft ,ac 44, 40 015A.34) FF 58 81 SU BEi7t 48 tat} 992E 85 FB 'rtdsitelrsYt�s&s�rz�l�z3s�g�'grsae4'.r�aM�°by tlati�3xrn�eea s'E(PL. Ut.ewfl S(anthe dM Amin aboma g45Nb3. - I s�ndsat'easex�a. iadt��saarth�s' der..savme•�ato£txa•�d a�atfsaea��% ire t� 5i4a-3 sa:Ri�ens3caSs"ra. �ctt8a m�..r�ar�sSl�d:e�e a�gc�actmr.. "`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 by TPI fo'r to these functions. Installers shall of BCSI (Building temporary Componenf Safety Information, an9'SBCA) safety practices prior performing bracing er BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathin and bottom chord shall have bracing installed BCSI provide have a properly 63, B7 or B10, y attache c�ripid ceiling. Locations shown for permanent lateral restraint of webs shall per sections as applicable. Apply pfates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to / {Pts,u 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 bracing trusses.A this drawing failure to build the truss in conformance with ANSI PI 1, or for handling shippint, installation and of seal on or cover page _ _ listing this drawing indicates acceptance of professfona engineering responsibility solely for the design shown. The suitability this drawing for is the responsibility of the Building Designer ANSI1TPi 1 Sec.2. and use of any.structure per For more information see this'ob's neneral notes page and these web sites: ALPINE: wwmal 'neitw.com' TPI: www. inst.o ' SBCA www.sbcindu .com' IM www.iccsafe.org Job Nu ''ber. 36CS00094 Ply: 1 SEQN: 668622 / T5 / HIPS 4EBB 1 28-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Ibel: A6 Wgt:212.8lbs / ... 05/3012018 6'4"9 11' 16'10"2 1910" 22'8"3 i 28'8" 33'3"7 } 39'8" r 6'4"9 + 47"7 5'10"2 + 2'11°14+ 2'10"3 T 5'11"13 T• 47"7 6'4"9 m6X6 1112X4 m3X6 m3X4 m5X8 D E F G H 12 T T 6 ro c 03X4C N=4K6(A2) IS3X4 rIn � i M zo .a4X6(A2) B J 1 A 1 S R Q P O N M L 1112X4 m3X4 =3X6 m3X8 m3X4 m3X6 r=-3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8 1 "11 3 1 r11T 6'2"13 + I T + 14' + 16' 0 2+ 2711 { 268" 28'8" 353 39'8 Loadin 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): 0.191 E 999 240 B 1561 1718 1940 / - / 264 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.625 E 999 180 J 1561 1718 / 940 ! - / - 18,0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 L Wind reactions based on MWFRS Des Ld' 37.00 EXP: C HORZ L 0.132 L - (T )= B Min Br Width Re 1.8 g q = NCBC : 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Big Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & J are a rigid surface. Load D ration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.493 Bearings B & J require a seat plate. Spacini 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.481 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G B - C 1644 -2814 G - H 1683 -2609 1675 -2595 Lumbeli H Top ch rd 2x4 SP #1 D - E 1683 -2609 J 1644 -2814 Bot chi d 2x4 SP #1 E - F 1683 -2609 J - K 27 0 Webs 4 SP #3 Wind Maximum Bot Chord Forces Per Ply (Ibs) MembE design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. )) B - S 2448 -1332 O - N 2133 -1114 S - R 2446 -1332 N - M R-Q 2133 -1084 M-L 2133 -1114 2446 -1361 xw ,' ear Q - P 2133 -1084 L - J 2448 -1361 r P-O 2613 eta040e . -1371 No 04-7182 m Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 199 - 8 G - O 278 - 332 TA C - R 300 - 379 O - H D - R 369 -177 H - M 645 - 39t 366 -176 D P 656 407 M 299 - 379 *� - - -1 41 n E-P 274 -327 1-L P-G 111 -108 200 -10 40 015A.38 FF 5B 8160 8B 7F4E 00 99 2E &5 FB ,'fikttam arus3�cmaekctcrss itcsi'=4=110dby BAa�l MArkft=, ^sE CEL. Lk.4471921 rn tie daft shown abaM u^.tng a SNA-1 ZGdfed7tCa$iCSr2' *�C. i Fr3aindCow, &ararxhisda mt mmatafcrnsitrsod sYgnaaiaa7sis a{ad andthe=SiR Zar.26ent:CaSietaesx9a most Go wxrif matrgdadmak Carlos. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trussei require extreme care in fabricatingg handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo eng Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rrheli bracing er BCSI. Unless noted oTherv✓ise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, onr �a�nCnts ur as appi table. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. hefer to 1 drawinc 5 160A-Z for standard plate positions. Alpine, 3 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 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listingis drawing, indicates acceptance of pr 3 essiona engineering responsibility solely for the design shown. The suitability and of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00094 Ply: 1 SEQN: 668623 / T4 / HIPS 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A7 Wgt: 222.6 Ibs .. / ... 05/30/2018 6'4"8 9' 14'3"11 19'10" 25'45 30'8" 33'3"8 39-" 6'4"8 + 27"8+ 5'3"11 + 5'6"5 + 56"5 + 5'3"11 + 2'7"8+ 6'4"8 =6X6 =3X4 =5X6 =3X4 =6X6 D E F G H T S R Q P O N M L 112X4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 1112X4 11 6(A2) p 1 SEAT PLATE REQ. SEAT PLATE REQ. 398" "4 3' 5713 5713 2'0"3 2'9"4 6712 1. 12 912' 2�0 3� 19110" 25713 27'8" 3 33'5"4 39'8" 1' 4'0"3 308" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: not in 4.50 ft GCp!: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf In PSF) Defl/CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in for, Udefl U# Pf: NA Ce: NA VERT(LL): 0.246 F 999 240 Lu: NA Cs: NA VERT(TL): 0.676 F 999 180 Snow Duration: NA HORZ(LL): 0.075 L - - HORZ(TL): 0.141 L - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.395 TPI Std: 2014 Max BC CSI: 0.506 Rep Factors Used: Yes Max Web CSI: 0.481 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 40 01 SASS FF SB 81 BO857F48 00 99 2E 85 FB fx itarsc�tirs £.aen akr�raatsa"5jsdgaYnd anind b5? FeSaasa.�9 ktarthe�;, �f�t,. t�-�.zrsaxtan c'hmctaaa show�antm� �.�iga5}tAwi "iart�a3u�scrJe. �a�asdc�i�s-aiat`�a drsea�rat �runnte�csd�:acd ��3 �almd aaE trrozz ar�ant�saffroascada m�zsr � asdf3esf ca�s€,yctsct`ar�r c�1ns- ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1561 / 720 1921 / - / 223 / 8'0 J 1561 / 720 / 921 / - / - /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 2028 - 3246 B - C 1669 - 2806 G - H 1873 - 2959 C - D 1625 - 2567 H - 1 1625 - 2567 D - E 1873 - 2959 1- J 1668 - 2806 E- F 2028 -3246 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2440 -1350 P - O 2993 -1625 T - S 2438 -1350 O - N 2261 -1216 S - R 2261 -1186 N - M 2261 -1216 R - Q 2261 -1186 M - L 2438 -1379 Q - P 2993 -1615 L - J 2440 -1379 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T-C 163 -12 P-G 32B -185 C - S 254 - 275 G - O 381 - 523 D - S 301 -205 O - H 942 -565 D - Q 942 - 565 M - 1 254 - 275 Q - E 381 - 523 H - M 302 - 205 E-P 328 -185 I-L 163 -14 F - P 226 - 300 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI pnd'SBCA) toy saty 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 gpeny aaid ceilingq. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, le. AppTv plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to a division of any failure to build the g or cover page in. The suitability alle I tnrrrr>/enrxur II� Job Nu 36CS00094 Ply: 1 SEQN: 668635 / T20 / HIPS 4EBB 1 �ber: 28-Cali "D" [DR Horton 14EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. TrussLibel: A8G Wgt:235.2Ibs / ... 0513012018 2'10" 154"12 1T 2"12 +281 • 339'8" 2 44 4'0"12 7"7T 44°12 14 012X4 =5X8=3X6 =5X10 =6X6 1112X4 12 Cm6 S D E F G H I m SJ T 6p - m 0 (a) (b) (a) ZI : 1 m4X12A(B3)B K=4L12(63) U S R Q P O N M = 1114X4 8X10T =5X6 =5X6 1112X4 =5X6 =5X6 =8X10 t14X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. r-11'4" 2814" - -i 1' 6° 67"12 4'2"4 2'8" 41"4 4'1"4 1'8"1� �1� �468� 4'2"4 6'7"12 ' 6" 6 T1"12 11'4° 18_1.r 19'10° 23'11"4 2S i 32'6"4 39'2" 9B F 1' 5'8"12 2; 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 B 70 / 398 / 75 / - 1- 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.188 1 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.520 1 968 180 T 5210 / 2583 / - I - I - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.034 M - - K 2102 / 1040 ! - / - / - / 8.0 Des Ld 37.00 EXP: C HORZ L 0.063 M - - R )� Wind reactions based on MWFRS Code / Misc Criteria NCBC L: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 p B Min Brg Width Req = 1.3 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES g Max TC CSI: 0.973 T Min Brg Width Req = Load D ration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: D to h/2 TPI Sid: 2014 Max BC CSI: 0.588 2.1 K Min Brg Width Req = 2.1 Bearings B, T, & K are a rigid surface. Spacin 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.990 Bearings B, T, & K require 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: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumbe 1, Wind A - B 27 -20 G - H 1915 -3871 Top chord 2x4 SP #1 Wind loads and reactions based on MWFRS. B - C 1219 -607 H - I 2079 -4207 Bot ch d 2x6 SP #1 k4 C - D 2918 -1445 1- J 2080 -4207 Webs SP #3 Additional Notes D - E 2918 -1445 J - K 2000 -4032 Negative reaction(s) of -398# MAX. from a non -wind E - F 176 -372 K - L 27 -20 Bracin load case requires uplift connection. See Maximum F - G 176 - 372 (a) Cor inuous lateral restraint equally spaced on Reactions. memb . Or 1x4 7" reinforcement. 80% length of SRB better, Maximum Bot Chord Forces Per Ply (Ibs) web m4 attached mber. Same species & grade or with 8d Box or Gun (0.113"x2.5",min.)nails 1p ',MAq Chords Tens.Comp. Chords Tens. Comp. @6"0 B-U 495-1072 Q-P 2645 -1319 (b) Co memb Inuous lateral restraint equally spaced on . Or 2x4 "T" reinforcement. 80% length ofki - U - T 488 -1045 P - O 3930 -1955 web m ber. Same species & or better, a T - S 191 - 96 O - N 3930 -1955 grade 04 10 S - R 191 96 N - M 3568 -1740 attach d with 16d Box or Gun (0. 1 35"x3.5",min.)nails R - Q 2645 -1319 M - K 3538 -1733 6" o Specia 11 Loads�Vc Z Maximum Web Forces Per Ply (Ibs) ---(Li tuber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) �« STATE OFe, Webs Tens.Comp. Webs Tens. Comp. TC: F' m 56 plf at -1.00 to 56 plf at 7.00 ' TC: F om 28 plf at 7.00 to 28 plf at 32.67 4 C - U 691 -170 G - P 1610 -780 TC: F BC: Fim om 56 plf at 32.67 to 56 pif at 40.67� 44plfat 0.00#mow €�� C - T 1225 -2569 P - H 483 -719 D-T 433 H-N 367 plf at-1.00to -565 -162 N -456 at 7.03 to 10at pIf 4949 8 7 BC: F o m 20 at 32 64 to 20 at 32.67 E - R 68 N -434 BC: F P P m 4 plf at 39.67 to 4 plf at 40.67 ZERO R- G 1498 - 2985 M- J 712 -177 G - Q 337 31 TC: 00 lb Conc. Load at 7.03,32.64 40 015A FF 5B Bl Bt1 B8 7F 48 00 99 2E S5 FB TC: 71 lb Conc. Load at 9.06,11.06,13.06,15.06 �A.dby ,�Imartlnw 17.06, .06,20.60,22.60,24.60,26.60,28.60,30.60 PEm uc err;laarata5caiawanu3nbasxx BC: 13 lb Conc. Load at 7.03,32.64 ercuaucroaxla. BC: 27 lb Conc. Load at 9.06,11.06,13.06,16.06 17.06, .06,20.60,22.60,24.60,26.60,28.60,30.60 pmtada0sdchisd0=MVt=not axwimdlipdmdMW and t18G �..'in331�143tS�i�?JfrCddC tgWti�&Efifk� 6913W�IdOGtlnf� Cffiyi63_ **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building byy TPI fo'r to these functions. Installers temporary Compo ent Safety Information, an7'SBCA) safety practices prior performing shall provide ariey bracing er BCSI. Unless noted o'therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly rigid Locations for lateral have bracingg installed BCSI sections B3, B7 or 61D, attache ceiling shown permanent restraint of webs shall per om rvnerrts ur as appli able. APpTy plates to each face of truss and as shown above and on the Join Details, unless noted otherwise. kefer to t position drawin 160A-Z for standard plate positions. Alpine, division of ITW Buildinp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the installation bracing trusses.A this drawing truss in Conformance with ANSI PI 1, or for handling shipping, and of seal on listing Hs drawingg indicates acceptance of professional engmeer!ng responsibility solely for the design shown. and u ! cf this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. or cover page. _ The suitability For more nfonnation see this "obis general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA : www.sbcindu .com• ICC: www.iccsafe.or 5 Job Number: 36CS00094 Ply: 1 1 SEQN: 668624 / T15 / SPEC 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: D1 Wgt 103.6 Ibs .. / _.. 05/30/2018 6'4"8 6'4"8 10'B" 14'11"8 21'4" 4'3"8 4-38 64"8 0�4X6 112X4 WX4 =3X8 112X4 SEAT PLATE REQ. SEAT PLATE REQ. 21'4" 1, 6'2"12 3'1"4 1'4" 4'5"4 62"12 6'2"12 9'4" 10'8" 15'1"4 21'4" 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 B 869 1397 / 529 I - 1229 /8 '0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.040 H 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.109 H 999 180 F 805 1360 1463 1- /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.017 G - - Wind reactions based on MWFRS I Des Ld: 37.00 EXP: C HORZ(TL): 0.033 G - - B Min Brg Width Req = 1.5 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 P F Min Brg Width Req = 1.5 Soffit: 2.n: TCDL: 4.0 psf BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.477 Bearings B & F are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.310 Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.325 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.02A208.15 A - B 27 0 D - E 1021 -947 B - C 1194 -1342 E - F 1255 -1349 Wind Duration: 1.60 WAVE Lumber C - D 999 - 946 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp_ B - J 1138 - 946 H - G 1144 - 949 J - 1 1135 - 946 G - F 1147 - 950 1- H 1135 - 946 ^ Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ J-C 224 -21 H-E 515 -439 C - H 505 -428 E - G 225 -41 NOV D - H 587 - 588 GOAL* 40 01 SA38 FF 58 8180 BB 7F48 00 99.2E 85 FB TNU Atom T mt§ aka * stadd.aas9 waldj by fAwwel Marttxrcea, n4lF,11;t.G913II3.(ank'tm daYedttawrs atxevmr arlflfigas3T i as<ds�tttsa.".�vs.crde. ?s=d"pwsaft%dfxLr=rzmcot crailAmdstva d ad mind —0 tFc.=.esm 2asahe�+tataAirssecde rurt he vmfl dtar=V dedmak arias_ "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, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byv TPI and'SBCA) t safety practices prior to performing these functions. Installers shall provide temporarytrrrey bracing per BCSI. Unless noted dthefwise,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, pm rttnents ttr 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 1 drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI Pi 1, or for handling shipping, installation and bracing of tfusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professfona 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 ANSI1 TPI 1 Sec.2. Job Nu ' her: 36CS00094 Ply: 1 SEQN: 668625 / T2 ! GABL 4EBB 1 28-Cali "D"!DR Horton /4E68 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss bel: D1GE Wgt:134.4lbs / ... 05/3012018 10'8' 21'4" 10'8" -28'14"� , (TYP) 1 a4X4 FI J G 12 F 6E 91 m D bK m C O IN o2X4(A1) BIPIIP1 PH2X4(A1) s A Q AE AD AC AB AA Z Y 3X4 W V u T S R 21'4" 21'4" Loadin Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA . Ce: NA VERT(LL): -0.001 H 999 240 p. 81 / 37 / 39 /- / 11 / 256 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.002 AE 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 J - - P Min Big Width Req = - Des EXP: C HORZ TL 0.003 J - - ( )t Bearing B is a rigid surface. g NCBCL .00 Mean Height: 15.00 ft 10.00 Code / Misc Criteria Creep Factor: 2.0 Soffit: psf 2.00 TCDL: 4.BCDL: 5.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp_ Spacin : 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.088 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: 17.02.02.1208.15 D - E 105 -71 E - F 153 -50 L - M M - N 154 -43 105 -64 Lumbe F - G 202 -29 N - O 74 -84 To ch p rd 2x4 SP #1 G-H 253 -21 O-P 81 -113 Bot Ghc x4 SP #1 H 1 303 -24 P- Q 27 0 Webs 4 SP #3 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plat are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Camp. B -AE 175 -10B X - W 192 -107 Wind AE-AD 183 -110 W-V 191 -107 Membe I design based on both MWFRS and C&C. AD -AC 185 -110 V - U 189 -106 Additid ial Notes . AC -AB 188 -111 U - T 187 -106 See ot GS A16015ENC101014 & GBLLETIN1014 for ' AB -AA 190 -112 T - S 185 -105 i AA_ Z 191 -112 S - R 183 -104 gable w nd bracing and other requirements..102 Z-Y 192 -113 R-P 175 -103 s Y-X 192 -107 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. - C -AE 174 -103 W - J 187 -83 D -AD 88 -65 E 101 -74 V - K U - L 153 -73 100 -73 • -AC G 153 S N 1 01 -74 86 - -AA -73 - -65 H-Z 187 -83 R-O 174 -103 40 015A38 FF 55 81 BO BB 7F4E 00 99 2E S5 FB -X 0 -162 :r�s[s 14en Aaalxecn elactaaarsara`yal�n�d zsafnt3Er� Pcraauml tAArfSnc3: :�£.gs`i.. 134. C$zit�{ 65L'3 Hi£S LfdiC SftBBWfai�#d'P� kr'ti�554iTa^iv, x"&m4 cs��ch�s sicxs�nrad��mcst cex��'csed �'graas5.�ail s€nind �xE �i^c.5^taSanilss4cr,�9erna.Y:ae ��r3t�6.azc aw-:�ds�rmczk satins.:. **WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses eqquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo bracing n( Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy er BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly rfrtey attache riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections ble. AppTy to face truss the JoinfDetails, B3, B7 or 610,nznts; {2efer to T as appli drawing plates each of and position as shown above and on unless noted otherwise. 160A-Z for standard plate positions. Alpine, truss in division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the listing t and us nformance with ANSI PI 1, or for handlM shipping, installation and bracing of trusses.A seal on this drawing or is drawing indicates acceptance of ppro esslona engineering responsibility solely for the design shown. of this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 UEZ cover page, , The suitability For more i k formation see this iovs a eneral notes page and these web sites: ALPINE: www.al ineftw.com; TPI: www. into ; SBCA: www.sbcindu .com: ICC: www.iccsafe.org Job Number: 36CS00094 Ply: 1 SEQN: 6686261 T14 I SPEC 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: C1 I Wgt:50.4 Ibs .. / ... SEAT PLATE REQ. 7' 14' 7' 7' C=5X6 IIIZA4 SEAT PLATE REQ. 14' 1/2018 li I.1T T 7' i T 14' i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL ! W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.019 E 999 240 B 593 1272 / 371 / - / 158 (B 0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 D 527 1234 / 304 1- / - ! B.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.011 E - - B Min Brg Width Req = 1.5 Mean Height: 15.00 ft D Min Br Width Re 1.5 NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 9 q TCDL: 4.2 psf Bearings B & D are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES . Max TC CSI: 0.683 Bearings B & D require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSi: 0A22 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.119 Maximum Top Chord Forces Per Ply '(Ibs) Loc. from endwali: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 C - D 809 -738 Lumber B - C 777 -739 Top chord SP #1 Bot chord 2x4 SP #1 Maximum Bat Chord Forces Per Ply (Ibs) x4 Webs 2x4 SP #3 Chords Tens.Comp, Chords Tens. Comp. Wind B-E 598 -536 E-D 598 -536 11 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) so Webs Tens.Comp_ C - E 311 - 82 20 I, 40 015A Ff 55 81 O 8137F48 00 99 2ES5 FB Irli�;ex €�6. i,�.5�rt8ij axs �.,� siusw�aa&trn rr�;ng a 5rr�3 - as.�nttcaaPaaa9a E'i�te:gt�rnds8m�d �ranatcs�xsd �i'..ssaied sse?t,�.�.:et~':as:�7vent3o+a€aa�a�amr�f�z �.�-ratae�ectmizk: I'' im **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricatin handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componeng Safety Information, bV TPI an�'SBCA) fo) satPety practices prior to performing these functions. Installers shall provide temporary d bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attached ripld ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or 610, d r+rl�nt oe as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIffPI 1, or for handling shipping, installation and bracing of trusses.A seat 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 ANSI1TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al inedw.com; TPI www. inst.o ; SBCA www.sbcindu .com: IM www1cesafe.onci Job Nui ' ber. 36CS00094 Ply: 1 SEQN: 668627 / T3 / GABL 4EBB 1 28-Cali "D"/DR Horton MEBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss a"bel: C1GE Wgt:78.4lbs / ... 05/30/2018 7' 14' _I f 7' f* T i �— 18" --� TYP) G=4X4 F H 12 6 E I o_ D J u� C K v 2X4(A1) B L=2X4(A1) ri =33 A M V U T S Q P N 14' -� 1 T 14' 14' Loadin Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TOLL: 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): -0.001 F 999 240 L* 84 / 39 140 / - / 12 1168 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: II Snow Duration: NA HORZ(LL): -0.002 E - - L Min Brg Width Req = - Des Ld C HORZ )t ! L 0.002 E BearingB is a rigid surface. g NC .00 Mean Height: 15.00 10ItEXP: : 10.00 r TCDL: 4.2 psf Code ! Misc Criteria Creep Factor- Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Spacin : 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 -26 Loc. from endwall: Any F-r/RT:20(0)/l0(0) Mfg Specified Camber: B - C 14 -66 H - 1 157 -48 GCpi: 0.16 Plate Type(s): C - D 61 -28 I - J 105 -69 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 D - E 113 -17 J - K E - F 165 -14 K - L 87 -89 84 -106 Lumbe,l F - G 221 -17 L - M 27 0 Top ch 'rd 2x4 SP #1 Bot ch {d 2x4 SP #1 Webs 4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ Platin -Notes B - V 1-4R - Q 1-49 All plat are 2X4 except as noted. V-U 153 -47 Q-P 15599 -50 Wind¢ Membe design based both MWFRS C&C. L T-S 161 - 9 O-N 150 -53 on and ��fp 6t40114 S-R 164 -49 N-L 144 -55 Additio ial Notes Ni w Maximum Gable Forces Per Ply See D GS A16015ENC101014 & GBLLETIN1014 for %s (Ibs) able nd bracingand other requirements- Gables Tens.Com Gables Tens. Comp. e C- V 122 56 Q- H 205 -83 D-U 115 -76 P-1 159 -72 E-T 159 -72 O-J 115 -75 TE STA F - S 205 - 83 N - K G-R 13 122 - 56 -89 SERIAL 90 015A38 FF 56 8180813 aF 48 00 99 2E95 FS W"iaamAsCa b"nand �iadW rza s1 marttnea, P£ €"3. tte.s�tczazt cn:L>ta daao- zitawu aC�sx srrzig a 5iiT 3 2v'-M cw cxfsfws doter.. rxa at cws'kfod dvmia d=lad aae tire.:. aa.RtcentioSixsada mint ?am sar3fsed ax smg �sctrane �ccius. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse Compo a uire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI to'r to these functions. Installers temporary bracing attachen as appli n� anc7'SBCA) sa>Pety practices prior performing shall provide rraey per BCSI. Unless noted dtherwise,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 bracingq installed per BCSI sections B3, B7 or 610, nm ffz�its, u able. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. tZfer to tX' drawing 160A-Z for standard plate positions. Alpine, division of ITW 8uiiding Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in listing onformance with ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or is drawing,indicates acceptance of protessioni engineering responsibility solely for the design shown. cover page_ The suitability and us� of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more formation see this 'ob's eneral notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www. inst.o • SBCA: www.sbcindu .com; ICC: www.iccsafe.orq Y Job Number: 36CS00094 Ply: 1 SEQN: 668628 / T22 / HIP_ 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 2 FROM: AH DRW: Truss Label: M3 Wgt:11.2 Ibs .. / ... 05/30/2018 Y 12 SEAT PLATE REQ. C n 2' 1� 21 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - Des Ld: 37.00 EXP: C HORZ(TL): 0.000 D - - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf CreepFactor. 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.094 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.023 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. STATE . 40 015A38 FF 5B 81 BD BO 71 4800 99,2E 95 FB iffif3cra9�scesaelcrXys9nsda�9-ssafssi'by 3draxsam8 rarHaasz &"E('rL.li3t.�Ti92t kntfLa.sia3c sha�vica6sera cr�,gasm?ss<a scthent�atae�f¢. ftbudcopmattNu dw=cnta not sf:a xrds iad Ctcsv�a¢sco�tseacaie mszxt Em�rrif3edww� �egciectrank ssa�lsz T to W ♦ Maximum Reactions (Ibs) j Loc R I /Rw /Rh /RL /W B 87 / 69 / 144 /- / 64 18.0 D 32 /5 /29 1- /- /11.5 C 13 /28 /12 /- /- 111.5 Wind reactions based on MWFRS i 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 13 0 B-C 6 -38 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 re uire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componen� Safety Information, by TPI an SBCA) foi sa>Pety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o1herw!se,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 131 r otn r neit{s; u r as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (fifer to i drawings 160A-Z for standard plate positions. AI ine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Nur her: 36CS00094 Ply: 1 SEQN: 6686291 T19 / EJAC 4EBB 1 28-Cali "D"/DR Horton AEBB 1828-Cali "D" Qty: 14 FROM: AH DRW. Truss L ibel: EJ7 Wgt:23.8lbs .. / ... 05/30/2018 C 12 co �I o � M Cl) 2M(A1) B A D i SEAT PLATE REQ. 7- -i ! 7- Loadin ' 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 Vdefl L/# LOG R / U / Rw / Rh / RL / W B 336 / 117 / 259 / - / 173 / 8.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 1101 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 D - C 171 1133 / 91 / - / - / 1.5 Des Ld 37.00 EXP: C HORZ L : 0.025 D - - (T ) Wind reactions based on MWFRS Code / Misc Criteria NCBC : 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.496 D Min Brg Width Req = - C Min Brg Width Req = Load D ration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.368 Bearing B is a rigid surface. Spacin 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Rep Max Web CSI: 0.000 B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumbe Top ch A - B 27 0 8 - C 77 151 rd 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Membe design based on both MWFRS and CBC. B - D 0 0 ��,v�swniora� , o s S TAT Er- F Oftl.r ON AA. SERAL 40015A: 38 FF5881BO13137F4900992E85FR This 9tamllw3bcsga ¢slats ,7zlgnadsnd=alalYby rmnu.i%,urtirtez, }?£.�..tic..CS7FHi}aSt EttecsaRa sl:,awa atrx�6nga 5NTw3 authancka�ssasa. r btVde pi-a#s#1 drE—aA— fmt arWisad s4i a A=laa ma6 tfa S:::A _ au4hent`saSces axle magi Lin var#faeb aax aatq�acttarsk aa�ias. "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses equire extreme care in fabricatingg handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building 'engt to these functions. Installers temporary Compo bracing Safety Information, byy TPI and'SBCA) for safety practices prior performing shall provide crney, er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache as appli rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 61D, om rorrtttts tic ble. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Aefer to f drawing 160A-Z for standard plate positions. Alpine, i division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the PI handling installation bracing this drawing truss in listing onformance with ANSI 1, or for shipping, and of trusses.A seal on or cover page_ is drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and us of this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. For more formation see this lob's general notes page and these web sites: ALPINE: www.al ineilw.00m; TPI: www. inst.o ; SBCA: www.sbdndu .00m; ICC: wwmiasafe.o i IJob Number: 36CS00094 Ply: 1 SEQN: 668630 / T16 / JACK 4EBB 1828-Cali "D" 1DR Horton /4EBB 1828-Cali "D" City: 4 FROM: AH DRW: Truss Label: BJ5 Wgt: 16.8 lbs / .. 05/3012018 C 12 6 M b uO T r CV B CM 2X4(A1) TL3 A D SEAT PLATE REQ. 1 f en 5" 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 L/defi L/# Loc R / U / Rw [Rh / RL / W B 263 / 96 1208 / - / 129 / 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 90 / 13 170 ! - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - - C 119 / 93 / 62 I - 1- 11.5 Des Ld: 37.00 EXP: C HORZ(fL): O.ODB D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES 9 Max TC CSI: 0.309 D Min Brg Width Req = - Load Duration: 125 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.182 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: 17.02.02.1208.15 Cho rds T s Com Chords Tens Com Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 40 015A38ff51381BO887f4800992E95'FB 77aiz 34atssisss �!c¢:Sseasx2aa;ffi�s%nad�a»92szlcd ay resaaa r�nartls:Rz PEEL. ik.4BFFH2t as Eh�shaswn abaal er.�ag asHA»1 �-maedcaatesssu3e. r'Tb d copc�aixfi dar ais`da acatcrmsedexu9duiand ai�xi ar.6 kFcsr"u3n3 a�ahantSr,�4tcescado magi &a �ar7f3cdsas amEtlxira� �3!II5. A-B 27 0 B-C 53 -120 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) r safety practices pnor to performing these functions. installers shall provide temporary nrrey bracing per BCSI. Unless noted citherw!se,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 10, p fan rt{s;ur as applicable. Apply fat to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to r drawings 160A-Z for standard plate positions. Alppine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the tNss in conformance with ANSI PI 1, or for handlim shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iob's oweral notes page and these web sites: ALPINE: www.al ine!tw.com; TPI: www. inst.o ; SBCA: www.sbdndu .corn; ICQ wwwAcesafe.ong �1L I, , Job Nut ° ber 36CS00094 Ply: 1 SEQN: 668631 / T17 / JACK 4EBB 1 128-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 4 FROM: AH DRW. TrussL bel: 13J3 Wgt:12.6Ibs / ... 05130/2018 C 12 6 T M 2X4(A1) B M tV A D SEAT PLATE REQ. r 1 r J 31 Load! n' Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 11 20. )0 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W B 193 176 1162 1- 1116 ! 8.0 TCDL: 7.00 Speed: 160 mph PY NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: 'Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 6 / 41 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - C 64 151 130 / - / - / 1.5 Des Ld'� 37.00 EXP: C HORZ L 0.003 D - - �) Wind reactions based on MWFRS Code / Misc Criteria NCI : 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Br Width Re 1.5 9 q = Soffit: I 2.OD TCDL: 4.2 sf P BCDL:5.0 sf P BldgCode: FBC 2017 RES Max TC CSI: 0.174 D Min Brg Width Req = C Min Brg Width Req = - Load D i iration: 1.25 MWFRS Parallel Dist: D to h!2 TPI Sid: 2014 Max BC CSI: 0.072 Bearing B is a rigid surface. Spacin : 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)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208. 55 Chords Tens.Comp. Chords Tens. Comp. Lumb IA-B 27 0 B-C 29 -105 Top ch 1rd 2x4 SP #1 Bot ch d 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Mernbc design based on both MWFRS and CBC. B - D 0 0 V� ' STATE Of ,to ION SERKL#. 40 01 SASS FF 5B 81 BD 8B 7F 48 00 99 2E 85 FB ai<.fcwd -�Aa{ad by m2mdMarttnc.', PE (R. Lk.0471E21 tm the &ta thowit ai e m u%bg a SMi i a ctbmntkati_n0C fe. MaUd CWb=dth& dmtx atminn t-mitiand toned �d=lad wtdttaaVS P,iW�ffiantuatimcaer =tba*zditedMmydectmtak ca „ins. **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse require extreme care in fabricatingg handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building for temporary Compo bracing en[ Safety Information, by TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide �rn� er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly �10, attach as appl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or ntrt ronents su cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to f drawin Alpine, truss in s 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ANSIPI 1, for handling installation bracing trvsses.A this drawing listing onformance with or shipping, and of seal on or cover page_ , is drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitabrllty this drawing for is the the Building Des!gner ANSI1TPI 1 Sec.2. and u For more information of any structure responsibility of per see this'ob5 general notes paW and these web sites: ALPINE: www.al ineitw.com; TPI: www. into ; SBCA: www.sbdndu .com; ICC: www.iccwfe.or Job Number: 36CS00094 Ply. 1 SEQN: 668632 / T18 / JACK 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 4 FROM: AH DRW. Truss Label: 13J1 1 Wgt: 11.2 lbs / .. 05/30/2018 12 6 � C 2X4(A1) B M _ oLO A D SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C. 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 150 / 77 / 145 / - / 42 / 6.0 Lu: NA Cs: NA VERT(TL): NA D 11 / 10 / 18 / - /- 1111.15 Snow Duration: NA HORZ(LL): 0.000 D - - C -14 / 28 / 25 / - /- / 1I.5 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TIC CSI: 0.163 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.015 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI[ 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (ibs) WAVE VIEW Ver: 17.02.02.1208.16 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 Maximum Bot Chord Forces Per Ply (tbs) Chords Tens.Comp. B-D 0 0 40 01 SA FF 5B Sl BD B8 7F48 00 99 2E E5 FB PE lFL. tft.64n521 Wthe a:3eshaN»taE¢ra vang a SRAI enGca3sttrdc. raced t��s�xhss eiorr.��c srmeotcaatsi�rad asfxxad sealser axnE ltet�s,� �fientkaa:wc�mravzc 6a rrAif?.e_i rn sm°F�ettragis C'e"iaS. "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Infonnation, by TPI and SBCA) i safety practices prior to performing these functions. Installers shall provide temposrrVy nre� bracing per BCSI. Unless noted othenvise,top chord shall have properly attached stmctural sheathing and bottom chord shall have a properly attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or B10, o Jt�ljtflt u: as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. i2efer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildin Components Group Inc, shall not be responsible for any deviation from this drawing,anv failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of Wsses.A seal on this drawl g or cover page_ , listing this drawingg indicates acceptance, of rofessiona engineering responsibility solely for the design shown. The suitabrlrty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIFTP11 Sec.2. Fnr more information see this iah's neneral notes oaae and these web sites- ALPINE: www.aloineilw.com: TPI: W MN.toIrlSt.ortJ: SBC/l' wwwsbdndUSW.com: ICC: www.iasefe.Org I , Job Nu Per: 36CS00094 Ply: 1 SEQN: 668634 / T21 / HIP_ 4EBB 1 `2`8-Cali "D" /DR Horton AEBB 1828-Cali "D" Qty: 2 �FROM:AH DRW: Truss Abel: CJ7 Wgt:42.0lbs .. / ... 05/3012018 7 , 6'3" 6W SEAT PLATE REQ. 9'10"1 T7" u 1,5"� 6'1"4 1 3'2" 16"1 6'1"4 9'3"4 9'101 Loadin '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 j 37.00 Mean Height: 15.00 ft NCBCL 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Di. ration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacinc 1 24.0 " C&C Dist a: 3.00 H Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top ch I d 2x4 SP 41 Bat chc d 2x4 SP #1 Webs 2 4 SP #3 Specia I Loads --(Li Imber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: F om 0 pif at -1.41 to 55 plf at 0.00 om to 2 9.84 FC. F BC: F 2 plf at 0.00 plf at m 0 pif at -1.41 to 4 pif at 0.00 BC: F m 2 plf at 0.00 to 2 pif at 9.84 TC: 7 lb Conc. Load at 1.41 TC: 81b Conc. Load at 4.24 TC: 81b Conc. Load at 7.07 BC: 3 lb Conc. Load at 1.41 BC: BC: 103 lb Conc. Load at 4.24 69 lb Conc. Load at 7.07 Wind Ids Wind Ic and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.015 G 999 240 B 330 1208 / - /- /- / 10.6 Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 1175 / - / 0 / 0 / 1.5 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - /- /- / 1.5 HORZ(TL): 0.008 F - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.241 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.326 D Min Brg Width Req = - Bearing B is a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.256 Bearing B requires a seat plate. FT/RT:20(0)110(0) t PI T Mfg Specified Camber: a e ype(s). Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ A-B 14 -11 C-D 55 -72 B - C 330 - 650 El ,STATE OF I __ 'A 40015A 38 FF 58 81 BO857F48 00 99 2ES5 FB 'zi uitercAaabeen ofeute £r ys an9 mated by fAmAwmarnw, .PE OL. Lk. C4T2821 as Otedate . bawwabcrwa using a SH&i zdt cnd=-..v md& Fharsd cr msex#ifysdara^.sssi aumaot a 1a dti td4-TI-d malad ar6dz8.W2 ba�dhd tn=Y4mmrA-- c=jos. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 604 - 290 F- E 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 286 -47 C - F 345 -709 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byy TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCS1. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, e. Apply pfates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. ttefer to 60A-Z far standard plate positions. of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nce with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page_ . ing indicates acceptance of professlonat engineering responsibility solely for the design shown. The suitability, thawing for any structure is the responstbtlity of the Building Designer per ANSIITPI 1 Sec.2. nney onrJrz�nerrts, uz , Gable Stud Reinforcement Detail -- - ASCE 7-101 160 Mph-- Wind -Speed, 15'- Mean Height, Enclosed;- _E_xpo-sur--e= C-_K-zt --1.00 Or- 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1,00 Orr 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1.00 n. Ipn nnh 1Jin1 Snood. IS' Men. Holnht. pnrtdnlly Fnrinsed. Fxmnsur. D. Kzt = I.00 S 2"Brace Gable Vertical Spacing Species I Grade No Braces (1) lx4 'L' Brace It (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ) (1) 2x6 'L' Brace ■ (2) 2x6 'L' Brace r Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' B' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' U S P F 03 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' i' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' O P Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' it, 9' 6' 10' 4' 11' 1' 1 14' 0' 14' 0' n% #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 1 12' 4' 12, 9' 14' 0' 14' 0' -J S P #2 3' 10, 6' 7' 6' 10, 7' 9' B' 1' 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' #3 3' 9' S' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' t0' 11' ill 8' 14' 0' 14' 0' N F Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' it, Ill 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 41 8' It' 9' B. 10' 4' 13' V 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' - U S P F f i F #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' O 1 1 Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10' 10' 12' 8' 13' 7' 14' 0' 14' 0' \QJ #1 4' 7' 7' 7' 7' ll' 9' 0' 9' 4' 10, 8' It, 1' 14' 0' 14' 0' 14' 0' 14' 0' / S P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' ill 0' 13' il' 14' 0' 14' 0' 14' 0' QJ D F L #3 4' 4' 6' 5' 6' 10' 8' 6' 9' V 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' U' Stud 4' 4' 6' 5' .. 6' 10' 8' 6' 9' 1' 10' 6' 10, It' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, 11' 10, 12' 7' 14' 0' 14' 0' d S P F #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 7' 8' 2' 8' 5' 9' e' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' L� U LJ Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0• 14' 0' 14' 0' 14' 0' 14' 0' X d O i� F Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' S P 141. 5' 1' 8' 5' e' e' 9' 11' 10' 3' Ill 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' B' 10, i' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 0 14' ' 011 v-i F� D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' Il' 8' 8' 9' 3' It' 6' 12' 0' 13' 7' 1 14' 0' 14' 0' 14' 0' We Truss t Diagonal brace option vertical length may be T doubled when diagonal 18' )K brace Is used Connect L I diagonal brace for 600# 'L' -fl- at each end. Max web Brace total length Is 14'. 31E)I 2x6 DF-L #2 or better diagonal T I Vertical length shown bracer single B, In table above. or double cut L 45• (as shown) at 1 upper end Connect dingonat nt mld olnt of verticgl web, 41 - - - - - - Refer to chart above for G w&VARNINFi. READ AND FR.LOW ALL NOTES, ON THIS DRAVM -IMPORTANTUN FUFd1ISH THIS DRAVING To ALL COt1TRACTORS MMUDMG THE INSTALLERS Trusses require extreme Coro In fabricating. hand0rg, •shipping, Installing and broc4ig. Refert to and follow the latest BCS1 (Bustling Component Safety Infornation, by TPI and SSCA) forsafety edition of practices prbr to performing those functions. Tnstatt r shall provide temporary bred per BCSL Unless noted otherwise, top chord shall have property attached structural sheathing orw! bottbn chord :Z r l shall have a properly attached rigid ceiling. Locations shown for perhonent lateral restraint of rebs shall Fmve bwcNg Installed per SCSI sections $3, B7 or B10, as applicable. Apply plates to each face _ d �FI oftruss and ppoosition as shown above ad on the Joint Detaas, wless noted otherwise. Refer to drawings 160A-Z for standard plate positions Alpine, a division of ITV B dd41g Conpments Group Inc shall not ba responsaile for, any deletion fron AN ITWCOMPANY this drawing, any faaure to bill the truss In eanfornance with ANSI/TPI 1, or for hondtft, shipping, s bm4 InstaUntton a bradng of trusses. A seat this d-I Ostirg this drawing, IrKkAtes accsptanre of col g or cover page professional ergheeNrg re ty salary for the design showrb The sWtabill and use of this drawng 133ag LskeGanl Drive for anY struetwe dw rasPansiDlty of the bAdkV Designer per ANSI/TPI 1 See2 Earth City, MO 63045 For more Information see this Job's general notes page and these web sites, ALPINE, nw.ob6witw.comi TP1- wvw,talnstorai SBCA, wrw.sbeindustry.orai ICG wwrlccsofe.org Bracing Group Species and Grades, Group Al S ruce-Pine-Fir Hen -Fir al / #2 Standard #2 Stud #3 Stud #3 Standard Douglas FIr-Larch Southern Plnewww a3 #3 Stud Stud Standard Standard Group Bi Hem -Fir al & Btr al Douglas Fir -Larch Southern Plnewww Cl al a2 a2 1x4 Braces shall be SRB (Stress -Rated Board). wwFor lx4 So, Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values na be used with these grades. Gable I russ VetaiL No-Cesi Wind Load deflection criterion Is L/240. Provide uplift connections for 75 pif over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) naps. )K For (1) 'L' bracer space malls at 2' o.c, In is' end zones and 4' o,c. between zones. 11(For (2> •L' braces space Halls nt 3' o,c. In 18' end zones and 6' o.c, between zones. 'L' bracing must be a minimum of 80% of web member length. 11 Gable Vertical Plate Sizes No S lice Less than 4' 0' 2X3 Greater than 4' 0', but less than il' 6' 3X4 Greater 4X4 Vertical Length- rL TIE OF MAX, TOT, LD. 60 PSF AX. SPACING 24.0' REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nri Iam mnh Wind Snored. 30' Mean Height. Partlally Enclosed. Exoosure D. Kzt = 1.00 S 2"Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace w (1) 2x4 'L' Brace w (2) 2x4 'L' Brace nw (1) 2x6 'L' Brace w (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 #1 / #2 3' 8' 6' 3' 6' 6' 7' 5- 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' S P F # 3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' S. 9' 1' ill 3' 11' 11' 13' 7' 14' 0' U iJ Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' 0 I� P Standard 3' 6' 4' T 4' it' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' 41 #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12, 2' 13, it, 14' 0' 12 3' 8' 6' 1' 6' 6' 1 7' 5' 7' 8' 1 8' 9' 9' 2' It' 7' 1 12' 0' 13' 9' 1 14, 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' Ill 8' 9' 9' 1' 10, 1' 10, 10, 13' B' I " 0' d 0i D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' ill 8' 9' 9' 1' 10, i' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9- 8' 3' e' 11' 9' 7' 12, 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 1' 10' 6' 13, 3' 13' 9' 14' 0' 14' 0' S P F #3 4' 0- 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' (J Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O HF Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' it, 10' 12' B' 14' 0' 14' 0' 0) #1 4' 5' 7' 3- 7' 6' 8' 7' 8' IS' 10' 2' 10' 7' 13' 5' 13, 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13, 3' 13' 9' 14' 0' 14' 0' #3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13, 3' 14' 0' 14' 0' QJ � D F L Stud 4' 1' 5' 11' 6' 4' 7' 11' 9' 5' 10, 0' 10' 5' 12, 5' 13, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' ill 0' 11' 9' 14' 0' 14' 0' 0 #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10' 1' it, 6' 14' 0' 14' 0' 14' 0' 14' 0' CS S P F #3 4' 5' 1 7' 7' e' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0- U Stud 4' 5' 7' 7' 8' i' 9' 2' 9' 6' 10, IS' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' X O I H F Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' lt' 2' It, 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' B' 7' 11' 8' 2' 9' 4' 9' e' 11' 1' ill 6' 14' 0' 14' 0' 14' 0' 14' 0' d #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' 14' 0' rI Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10, 11' 11' 5' 12, 8' 13' 7' 1 14' 0' 14' 0' Truss Diagonal brace option vertical length may be doubled when diagonal brace Is used. Connect diagonal brace for 690# at each end. Max web total length Is 14'. Vertical length shown In table above. / ( 1a' ilE L Brace 31E 3if 2x6 DF-L #2 or better diagonal T brace) single 9' or double cut L 1 <as shown) at upper end. Connect diagona�t midpoint of vertical web. I I �11� I ' S1I11lltlt/ Refer to chart above for max gn+lh4e rt(N4dy leng' -WARNT G" READ AND FOLLOW ALL NOTES IN THIS DRAWINM --DUKI2TANTw. r(1RNISH TITS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLER& �,% ` Trusses require extreme care In Fabricating, handling, shipping, Installing And bracing. Refer to and follow the latest edition of SCSI (Bulld:ng Component Safety Information, by TPI and SSCA) for safety `ENS �IrsA ♦♦ �`_ practices prior to performing these functions. Installers small Provide temporary br4 ng Per BCSL Unless rated otherwise, top chard shall have properly attached structural sheathing and bottom chord shati have A property Attached rlgW ceiling. Locations shorn for permanent lateral restraint of webs shad have Inn sections applicauntessble.no Applydot Plwtes to each Pace or Det Per ECSabove �`�t'• : NO - , Q n p ,2~ - s the J is of truce aM p Rion shown above and on tho Joint Detass, iwllee6 noted otherwise. and Refer to drawings 16CA-Z far standard plate positions, f = i� diision ITV Building Components Group Inc shall not be responslble far any deviation from ATE OFAlpine, AN 1TW CIDMPANY A vof this tlrawing, any failure to build the truss In conformance with ANSI/TPI 1, or far handling• shipping, I f-trusses.- . A sent on this drawing or cover page Usting this drfiring, WKArC el atceptze4e proFessionb ¢ngkreerirg resporsa+plty solely Par tin deslM shown. The suitability and use of this tlrow4g L the of the Moarg Designer per ANSVTPI 1 SecZ i u�('n�¢"" '• _ ,, ' 'R, a 1-139 Lakelronl Olive Each City, MO 63045 for AnY structure respdlslblUty Far more Information see this Job's general notes page and these web sites,, ALPIND www.alpineitwomt TPII vewtpl-torgww l SBCAI w.sbceMustryargi_ICP rwwJCC"fearg .a 4/',Ns �1�jpl A1y a �aa� Bracing Group Species and Gradesi Group AI S ruce-Pine-Fir Hem-Flr #1 / #2 Standard #Z 1 Stud #3 MAI #3 Standard Dou ins Fir -Larch Southern Pinewww #3 #3 Stud Stud Standard Standard Group BI Hem -Fir q1 4 #18tr Do u tors Fir -larch Southern Fire- #i #1 #2 I#2 Ix4 Braces shall be SRB (Stress -Rated Board). wwFor Ix4 So. Pine use only industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these races. Gable Truss Detall Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports toad from 4' 0' outlookers with 2' 0' overhang, or, 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) naps. )K For, (1) 'L' brace- space malls at 2' o.c, In 18' end zones and 4' O.C. between zones. _ A WF'or (2) 'L' braces, space moils at 3' o.c. In IS' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80X of web member length. Gable Vertical Plate Sizes Verticat Length No Splice Less than 4' 0' i 2X4 Greater than 4' 01, but 4X4 less than 12' 0` Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 SPACING 24,0' a 0'bZ 'JNI�FldS 'XFlW - - - - e.m•aia9»r... am raJar .4mP�ys... roaas raJoss�a�...'w rwO3R4P4 IV" GNWW isayls qa aaayl. Pus a8 w%.W louaua6 sgol' sµ& aas uopoYJoaul eJ Joj SM00410W3 ,•�.�•�•�•�•-•�,..-•,,.•�,>••• a ~�� '� -em" i Ialmw •MW aG ew" ap � AUPPL ds" ay►>y • Fuo ao,� e4aoP spa 3c aan PaA FHllgaans «+1 ++•wa �RaP siiypa Jo3 Al" Fili40— 4-1� = 4- MalW10'16M ANd odi 'snQ e sesw�wvaasaarxsesa rrwar aA� 4�'F°14NNSdk" A I-�rJtdo'a! ao aouaa faY02P4 slyl. e4;ail sEsd Jsam JO dq.OJP alga YO leas V da &°Jq 9 umallWs4 YOJ,6UdW nY0 JO-a O I 1nSW 4MA 'YJUOYJO;YW 4 SSM4 aNa pp��qq Oa "nV03 Fuc 'B*OJP ! i d ua4aq^4P i 14 aq }a+ I" oYl 49 awauodwoo 6uPYnH ugsl^P v '+u1dM •tNVdWOOAA.LI NN 3Sd 09 'Q� '101 'Xb'W t 3, v yrt+[zj w"�' 'Z'+'•'+ auI !O • —q;Isod al.old PJopuo;s Jai Z-VM s6timV o; as;ad W 3as�cte = y ry 'c,ggs.,.�ro3es sue'' o paaau ssa1Y�n uo uo a^ odd slls3a6 wror aw P oqo uaays so uq}�s pw ssnJl. ;o a�oa yaoa oa sal.old iddv aMoaIMM so '012 40 to 'fa sUDPZas n3a •/ad PaIMS4 6upi aJq aaoy hale sgaa ao y4oJasaJ lv+aavl ;uauowJad Jo3 uaoys suolamo7 Buma: pl6IJ PaV�oaio Fl.+adoJd o envy lmu4 P� U41M v euRl— l-v4-� Payoo}tio FlJadoJd envy 11Wa PJayo dal. •asp.uw{�o pa}au ssa1Y() 'j$',]$ Jad &IPOJq Ii.lO.lod";. aq.oJd llais s-l10}sul +u0{a7ifla a=ayi• 6upwoiJad % JolJd -zA"Jd Faafos Jai cvoos Pua la F uolaz—J p l A"us wa�ao &*,Im Isoa eo uoppa asaaot aw •0lro3 - D \\^�!// 4TOiNI13T3SD SM21Q bT/TO/OT 31tiQ Moto C�` +?" Pu0 �i'Sk[r M1SNI 3LL 9NMffMM 4S7IIJOVti M T U 9NMVSa SDU HSIMU GNJ Ml.WMM sassnJl rmnvaa sna No SMM ry PZTM aM wM UNENNavn® 183A NI-131 AN .2 .TT = .L .a x OE'I y;Bua-1 ivDI;.JaA algo!) paoJo3ulaa .1. wnwixoW .L .8 = 4-46ual -'0Jg .1. Vx2 (T) OE'T = XOE = (anogV wo.l3) asoaizuI aDv,ag ,1, trx2 = azlS AagwaW 6ui3Jo3ula8 .1. £# dS 'v'o,y2 = ivol;.aan algv9 On = 3zN 14.3 0£ = ;yBiaH 300a uvaW ydw 021 = paadS PulA OT-L 33SV 02 9x2 v saidwx3 aan,ag ale /M asoa ADuI ql-Oua-I qa •.aaquaw BulvJodula.a ,3, aye. 3o apv,a8 pun 'aiaads 'ails yo;ow a.snw lviJa;ow Jaqwaw ag:w0dula.a ,1, •p.aoyo wo;;oq o; do; woad ,l.T sl y;6ual loot;Jan aigv6 paoJo3ulai .1, algomollo wnwlxoW •<ilo;ap algo6 auldiV a;oiado addo uo pasoq) y;6ual tq asoaiDLI .1, Aldl;lnw •s.lagwaw 8ul�Jo;}ulaJ ,1, o;. ,-1, woJ,4 ;./anUO] of OE 4x2 asoaJzul azlS 1-40W i llvu-Pu3 - - ilou-aol Jaqwaw Jaqwaw 643Jofulaa .1. 64z—.4ulaa ,1. ilo;a(I ;uawy�o;;V ;uaW8:)J0fulay A, 'y;Bual 10�i;Jan algo8 pa�.ao3uiaaun wnwixvw Jo3 po;ap algvB auldiV a;vludorddv aaS 1TOTOT03dOE002V 'VTOTOTON30EOO2V 'MOTOTON30£002V '4TOTOT3N30EOSTV '4TOTOT3N30EO9TV '4TOTOT3N30EOVTV 'VIOT0T3N30EO2TV 'VT070I3N30ES11V 'VTOTORIUSTOO2V 'vioToTaN3ST002V 'NOTOT3N3ST002V 'tIOTOTON3STOSTV '$,TOIOT3N39109TV 'VIOTOT3N3MOVIV 'VTOTOT3N3STO2IV '4TOTOMMSTSITV s6uimo.aQ 11w a(I algv'J OT-L 33SV VTOTS00E06TV 'VTOTSOOEOOTV '-VTO1900E017V 'VTOTSOOE02TV 1,101900E0£IV 'VIOTSOST04TV 'IrIOTS0ST00TV 't+TOTSOSTOTIV 't•TOTSOST02TV 't6TOTSOSTO£TV sBulmo.Aa liv;aQ algv9 SO-L 33SV •pool pulm 33SV Jo3 liv;ap algoB auldiV a;niJdoaddv ay; y;Im pasn aq o; iiv;ap slyl 'spioyv wo;;oq pun do; aye. ul siivuao; (6) snid 'o•o ,y ;v slivuaol (Ww'.£x.eno) uowwo3 POT IsllvN Palivu301 •sp.aoyo wo;;oq pun do} ay} ul slivu (t4) snid '7o ,y ;v SION NW E x.8VrO) u0ww03 POT isli*N uanlJQ Pu3 y;Im Jaqwaw BuloJOJUR-A A, yova yov�V •u6isap ssn.4 pa.laaul8ua ay; uo paifioads 4.3pdn Jo3 suoi}oauuoo apinoJd 8XZ tiXz .VX2 taldwox3 •qam ay; uods o; sa;old paddoluano ay} paJlnba a a�o.aq ,1, ac 3o oa ao iv;o; ay; s.lano7 ;oy; a;old al6uis i, �gy uoy; .aa;vaJB o asn dol,aano sa;old loci;.aan aigv0 31® ;Bu yal ivoI;Jan aigvg 'sa;old laay pun •clam 'a�ilds ,>load Jo,4 uBisap ssn.4 pauaaul8u3 o; .aadaa •spn;s iV:)kl Jan Jo3 ; sazis avid wnwiuiw Jof ilo;ap algo6 auldiw a;vlydorddo o; ,aa3a8 paJinba,a a3o.lq 1, .ao ,�, ,84 uoy; Ja;oa.a8 y}6uai loot;Jan algog aDo.aq qoos 3o Hall ul pa.alnbaJ aooJq A. Jo .l6 ON 'y;6ual jaclwaw d0 %06 sl a�o.Ag 'sa0o.Aq .J. r10 .J. y;tan pa�o.4q aq o; paau ;ulof- 0; ;u10r' w0 A f ,gq Aano sclam uay; 'aDoFq go0s o soy clam 41 + S 1!��aQ al�1n� s IwaW o fulaa L. a Hip Frame Details B--j /Hip Frame l.I n v n nt:,,. 2; In Ithed Use this detail ASCE 7-10, 180 for, Mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer. ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of Structura4 stepped hip system must be So, Pine tumber, anets must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hiR.ati ►, 1��wrlins. —WARN00- READ MID FOLLOW ALL NOTES ON THIS BRAVING Q� G�� "i1 REF HIP FRAME -WM7ANTar FURNM T= BRAVM M ALL CONPIXTIM VMUDM Tiff DWAU M � .' Trusses requlre eatreme care In fabrl,-ting, handing, shipping, Instaltbhg and bracing. Refer to and � �, �� r folio► the latest etlltlon of BCSI CBuOding lanponent Safety Infornntlon, by TPI and SHFN For safety NO : DATE 10/01/14 practices prior to performing these functions. Instatters shall pravlde tenporary bradrhe per SCSI. Unless noted otherwise, top chard shall Ihnve property attached structural sheathng and bottom chord ' yt = DRWG HIPFRIS01014 r shalt have n properly attached rigid calling. Locations dhorn far permanent lateral restrntnt of vets. �r`� shall hove brapas instnlletl per HCSI sections H3, 07 or HIO, ss applicable. Apply plates to each face _ =_ d t 11'�r��JJ��)) of truss and position ns shorn above and an the Joint Betn0.s, (Mess noted oth—1 e. Si�A E U Refer to drawings 160A-Z for staMwd'ptate positlons. = .9 �� Alpine, a Nlslon of ITV Building Components Group Inc shall not be responsible for my deviation from 1 !� Q AN TTWCOMPAW this drndng, any fnlure to buad the truss In conFornance with ANSV7PI L or for handing, shlpptng, 1 _ O f �fjw tastnllatlog3_br3cing of�us�as. A V I es - _ y strurecturasp gthe drespors�Flfront Drive ty of t}ie BuKm Tina sWWi9lty and use of this drawing to 66gt�� for on hi dine Designer Per' ANSVTPI I Se r2 xe B Earth City 89 BMO 63045 For more Information see this Job's general notes Page and these web sites E/ee/AAII,@141111I` 0 At PINT, rwAlolnettr.comi TPH wwstolnstorni SBCAI wrsabelnduetryorg, ICwelccsafe.org 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 Attach each valley to every supporting truss with, (2) 16d box (0,135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=S 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 on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design, xxx Note that the put -tin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', 4X4 - 2X4 3X4 Valle 12 12 MSpacing _�Tf 2X4ax, � X4 Pitched Cut Square Cut Stubbed Valley Optional Hip �--- 8-0-0 max --j Bottom Chord Bottom Chord End Detail Joint Detail Vnlley Vail 4X4 Toe-** Iled / SQo- 20-0-0 C++) -i Supporting trusses at 24' o,c, maximum spacing, -VAMW- WAD arm FOLLOW ALL Hares ON THIS M^VM ,\`\ �SL MTC LL 30 30 40PSF REF. VALLEY DETAIL -I PORTAtT+s FURNISH THIS WAVING M ALL CaRMACTUffi INtl.l1HHl6 THE INSTALLERS, Trusses regWra ..trene care in fabrkatbg, handltng, sh%�piny, M.UtUng and bracing. Refer to and l,_4iI iollo. the latest edtUan of 8C21 ®Jtding Component Safety Information, by TPI and SBCA) For wafety DL 20 15 7PSF DATE 10/Ol/2014 pr etkeo pn`br to perforrdnp these functlons installers shag previde temporary bwdng pettonr BCSL DL 10 10 10 PSF DRWG VAL160101014 UM erw s noted othise, top dwrd stroll have properly aAtoddxd at—t,a-.l ahenthirg and buchord _ shall have . properly A to rigid cWUng Locations shown for pernanerdt lateral restraint of web. shall have truing Installed per BCSI sections B3, 11 or 810, at appti a le. Apply plates to each face — e` of truss and podtbn .6 drown nbov. and on the Joint Det.1% unless 1XIC LL 0 0 0 PSF Refer to drarings I6OA-2 for stvrdard plate po.M— t1YVODMipAN1 tlN pine, division of ITV BWtdlmg Components Grasp tom. shall oat b. respansbt. far any devatla iron c i TC �F TDT, LD, 60 55 57PSF AN Imp, any future to buld the truss In conformance with ANSVTPI 1, or for haddsng, shipping, Inst.t1.Von C broci g of trusses A seat on this drawing or savor page Usthp this drowing, Indicates acceptance aP profasslow �r amgmarng rottry safety for the des1� sham The swtob" add use of the tiawtrg Par i� �;� y�l� `Z' UR,FAC,1.25y1.331.15 1,15 73389 LakeGan, Drive any stn,cthe respor Wity of the 84di Bipn eser par A L4PI I. Ssc2 ��i� ✓�` ,*� ' For none information see this Job's generat notes {Iwroes and these web sites 'i,ti e`:�\ SPACING 24,0' Earth City, M063046 ALPINE, .wwalolneltwson,TPI,..w.toinstoro, SSM nw41ac dustmural lCO-1cesofe.org '/,,. LffTPr;st It Piggyback Detail - ASCE 7-10i 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hot, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind ➢L= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hot, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0. Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other, suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xr Refer to Enoineer's sealed truss deslon drawino for oloovback and base truss specifications. Detail A ; Purlin Spacing = 24' o,c, or less 12 Up to 12 17 11 Spacing = O.C. max L—Top Chord Scab <Typical Each End) Flat top chord purlins required at both ends and at 24' max o.c. spacing In between, Detail B ' Purlin Spacing > 24' oic Piggyback cap truss slant Walled to All top chord purlln bracing with (2) 16d box nails (0,135'x3.51) and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box naps (0,128'x3') at 4' o.c. 12 Attach purlln bracing to the flat top chord using a minimum of (2) 16d box naps (0.135'x3.5'). Up to 12 V 4'/a' / � Gl a" 4' \\ Purlin Spacing > I I \\ / I I I I Ll I(/ 24' o.c. max FuLt Top Chord Scab <Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlln 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. DRAVMM nIWEIRTANT�m FMOSH TM DMW M ALAMMIGlow REM AND L CEW" -TGRS L�R ILA) 1G THE INSTALLERS Trusses require extmne care In fabricating, handling, sHpping, Installing and bracing Refer to and �+ follow the latest edition of HCSI (HuUtl4+g Component Safety tnfornatlon, by TPt And SBCA) for safety practices prior to perfo"Ing these functions. Installers churl provide tenpsraryy braMg per BCS1. A1 Unless noted otherwise, top chord shop have property attached atruct—t ham ng Arm botton chard N shall have A properly attached IgM calling. Locations shown far permanent lateral restrolnt of webs . d (7 �O F� shag have M rst Installed per Alm sections the Joint or HIa ns unlessWo. Apply ptategrwise. to eaM fac® — IILII=� tll f`=7. of truss and cpiong Inn all shorn above nd on tha7or 810, A , unless le. A otherwise. Refer to drowingc 160A-1 far stondnrtl pinta positbns.' Alpine, A tllvlslon of ITV Burtd�p Components Growpp Inc shall not be responsible far ony deviation from AN ITYYOOMPANY this drawing, Any Canute to build the truss In confornance with ANSI/PI 1, or for In ng, SNpptng, �'� OF ___ __ __ _ _ _ _ IpsSnGatbo_I�br_adOg of_trusses, m anglneerYg responsBiBlty sdely for the design shorn Thr sWtnblllty and use of this drawing for any structure Is the res =Illty of the &AWng Designer per ANSI/TPI I Sect Earth Lakefront Wive For more Information see this ,Job's general notes page and these web sites, Fr! Earth Cily,M063Dd5 ALpgin w—latneitrcomi TPli wwwtphstorai SBCA, wrr.sbcMdustrvorgi ICG —.1ccsafe.om °''sfl1Al r a Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box naps (0.128'x3') at 4' oz. Attach purlln bracing to the flat top chord using (2) 16d box naps (0.135'x3.51). The top chord #3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trulox plate attached with <8) 0,120'x1.375' naps, (4) Into cap TC it (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'x1,375' malls. Notes Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'xl.375' nails Into cap bottom chord and (4) In base truss top chord, Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' (min) APA rated sheathingg ggussets (each face), Attach @ 8' o.c. with C8) 6d common (0,113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord, Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 142, full chord depth scabs (each face), Attach @ 8' o.c. with (6) 10d box nails (0.128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c, front to back faces. 28PB Wave Piggyback Plate One 28PB wave plggyback plate to each face @ 8' o.c. Attach Eeeth to piggyback at time of Fabrlcatlon. Attach to supporting truss with (4) 0.120'x1.375' molls per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. SPACING 24.0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 - CLR--Re1n-f=or-cing - Memlaer -Sub-st=i=tut-i=on-- - 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 I row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4C?IO 2x8 1 row 2x6 1-2x8 2x6 2 rows 2x6 2-2x6(3iE) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each face of web, T-Reinforcement Or T-Reinf, \ L-Reinforcement+ or u\ 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 Reinf orcementl 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, —VARND92se READ AHD FDLLov ALL N=S ON T= MVHua��pp lYl�t1 �yeii TC LL PSF REF CLR Subst, wwDPQ1TAff FURMSN T= WAVIND TD ALL CMTRACTDRS IMMUDW TIE WSTAl1ERS. Trusses requireextreme care In fobricating, handling, sWPph m InstaWng and bracing. Refer to and 1`veL folio* tyre latest *moon of HCSI CBuamng component Safety Infornotlon, by TFI and SBCA) for safety �+ �eYs1� -4A �i TC DL PSF DATE 10/Ol/14 DRWG BRCLBSUB1014 prnctic*c prbr to perfDrNng these functions. Installers shall provide temporary bracing per BCSL Unless noted otherwise, top chord shag have properly attached struetvrat sheatheng and bottom chord `�L�V C DL PSF v I� Q 11 11-11� 1 ILr` shalt have a property attached Hold eelliro. Locations shown For permanent lateral restraint of webs shalt have 6rneing InstaUetl per BCSI sections B3, BT or H10, as applkoble. apply pWtes to each face f truss oM r.1tiort as shown above and on the Jb t Details, uMaes note d other.lse. Refer to dm gs 16DA-2 for standard plate positions A )4 LL PSF — Alpine, division of ITV BWlding Components 6raup Imc, shall not be responsible for any deviation from _ � OT. LD, PSF AN II'WCOMP/1NY tftts drae4+o• any flure to bind the truss In confornance with ANSLTPI 1, or far hardl R, shtpptrg, 1C /1�'(' tr.stallatlon 6 bracing of trusses. A seal on this drawag or cover page U tLg this drawNg, W.6-tes acceptance of prafessiomat respanstJUty salelY for the design shown. The sultaMty and use of this drowhg y`9 Q eC' p,+vw fji C' (r' . DUR. FAC, 13389 Laketant Drive For any Is the respartsmBltY of the Buldho Der&gner per ANSI/TPI 1 Sec2 'N trwdd[[w��yy�� spE'{�' i $PACING Earth City. MO 63iM5 For more information see this Job's general notes page and these ob eitest ALP1NEfl wew.atDlneltw.coml TPI. wmtolmstoreti SBCN www.sbcindustrvarw Ica wwwlccsafeAl'a i�7 �`@w�i 4e. {7"�t`Iat.. fate -.\� _ \\ /I Sao•Alosl5a9aa'7J Buo'FJisnPulog9'AM rvoss 18ao'}slgd -saA rid! fw3ASIauld1- r3Mdltl S60£90W•1n0 upe3 xVW 0't,2 ONIOVdS \ \\I1 y{�ppy �Ipf// , s 4L pua aBcd sa}ou lnaauaB s,gof syi aas uopouaoiw a. w ao enpO Naioyel 6BfEL Idl/ISW aad a UtIr a S 4pVns ayy ,M R}IMOsu as # 1 1 aaM-ohs �Cw .+o! '3 4'- P sH} !o am Pw /I}IigvLAs .41 -.0 uBM.P a4} x! IlNlgs /4104�uodra+ y Bua gold-4 auWda�nsa}nxF��44>'`'P�H� _ ass^J}-lo- uio9 g-9-uWi�loisw _ - ,drys '8unpu.oy Jo! J0 'T Idl/ISNV 4LIA aououaolw0 ul ssru} a41 P0TM1 0} a.myo! IWa 'BulAa'T spy ANbklIMWii r,1 Md uw! ugj..Inap Fuo .f algl.w sa,� aq Lou 11oys •out d.W j 5;uauoduo3 B,,pjpg 611 io wjgs jp o 'WdlV Z40 1 CC •sual}Isod 24o1d Pa Pw}5 ao! Z_V09T �07-p o; aalaa '/•A asl.aayyo pa;ou ssalun 'snv;aH }upr ayi uo Puo anogo -J. so uol}1sod Puo ..-, Jo a0o! 400a ol. saiold AlddV •algoonddo so 01H ao Le EH suopoe9 IS 8 Jad pella;sul oaq anoy 11110 C'J sgaA !o ;ulou}sau Iousiol Luauo.uad Joi woos suol}oaol 'eulgao P Pa4oW}o Rlaadoud o anoy 11.11 bTOTQNH3d3N 9M21Q �w ua}a«7 ppuo Buryioays Ioan}onags pa4ao};9 AlJadoad ano4 JIV4s pa0yo do} •a51Aaa4;o Paiou ssal q •C}(\J 4S7H Jad BuPwq RJoaodua} algnwd I,W. sJaltoisul •suoLLoun! asa41 8iqumlaad o; a-i d saoliooJd RLalos ao,/ Ctl78S Pw Idl 'Tq 'uoiiouaoiut Riaj;s }uauodT Buggn8) ls7H !o wavlo }sa}ol a41 Ao1101 bT/TO/OT 31VQ `�� Pw of salad eroaq pw Bumo15V 'BupdW'6u11P..4'BuM..i,ga! w a- aua,nxe -A 8J 90-3-1 bIdd3a 213HW3W 33b °`r.' f a Sm3TIV1SlQ F�#RAWa SIHI NO S31' r� n�al01M aW av3H --MN rUWA- urolaoaw■. #0999 #9609 #0829 #S9TS .Sb 9x2 p.Aog3 AO qaM #Strjbti #OLOt #OV96 #09tC #xZ pJog3 -10 qaM #SZLS #SZZS #OOS# #96Et, 9xZ pjog3 JO qaM #9686 #SOSE #9VOE #SL6! #xz pu0g3 -Ao qaM #SbLb #962b #9E9E #SESE 19E 9x2 p40g3 uo qaM #0TZE #0662 #OESZ #OZ V2 yxa p.Aog3 Ao qaM #SLSE #SITE #99EZ #0622 .OE 9x2 p Aog3 AO qaM #SSSZ #STEZ #096T #016I #xZ p.Aog3 .ao qaM #OZ9e #Svzz 1 #989T #99t l .bZ 9x2 p.3og3 ,40 qaM #SbLT #96-VT #SSOT #9L6 #xZ pu01.43 -AO qaM #STbT #S6ZT #SSOT #SL6 .81 VX2 A1u0 qaM #008 #0EL #969 #029 12T tX2 A1u9 qaM d)\s -1-A 3H 3-3dS 3 azlS Aaclwaw aojo3 lvlxV jagwaW wnwlx•oW pno-i jo uopo 3nq Ao,4 pasoa Aoul acl Aow sao Aod JagwaW %0 = uol�,•o AnQ po0-1 1loo-aQ jiloda�j-4aoiwaW 11-00-aQ 6up odS TON pa,Aa n:�S mod aldyi - AaclwaW 9xZ paua06v4.S mod alolnog - 3agwaw t x3 aoo3 4.uo,43 = 0 ISWON (ulw '.E x .821'0) xog p01 aoo3 >{ovg = + .3a66v:.S + O + 0 + O + O 0 O + O + + O + llooldAi !� o o ab ,_ s 'spool ul-apt• A o 3..Ioddns }ou Cow puoLq:) ua>lo ag •oa.ao a}old ao:pauuoo aq} ullqIIM 6ul,4.an»o suol3.Das qaM 40 paoLq� pa6owop jof pasn aq }ou Cow llo}ap ulodaA slLil •saD!ids lauod-plw }•o a}old uo:pauuoo ua>lo.Acl uo,4 pasn aq Cow TD:}ap 3lndau slLil rdOS9T apo.a6 NSW puo I# apo.46 lonsl^ oa. pa4.lwil sl 11n4•ap slLi} Lq}!M asn uo,4 apoj6 aagwnl pal.4.lwjad wnwixow aLij •uagwaw apis LpDa oqul (ulw `,ex,821'0) spou un6 ,io xoq pol 6ulsn TON •pa.ia66o}s smou `•o•o y :.n smou (g) aa.3g� 6ulsn s.3agwaw 9x2 o4.ul TON paua66o}s smo.A ^:)'o ,y }o sm" <Z) om , 6ulsn s.3agwaw i,x2 o}ul TON •lauod ua>io.Jq alq} ulL41.1m aq :.snw <S) g4.6ual uagwaw gooS <a) + (-1)(2) = (s)N:.6ual Lagwaw apls wnwlu w •aon3 uad gods auo �(lddV •.lagwaw pa6owop so saga s puo 'apo.46 'azls awns 's.3agwaw apis 9x2 oM�, JO qxZ OMJ = (S) (g) oaao pa6owop 3o apis Lhoa uo a:)uo}slp 6ulilou wnwlulW = ('l) uop}pas pa6owop 3o L44.6ual xow ,Zl 'oauo pa6owoQ = <g) '1lo4.ap slU:,- N}Im Aldwoo a.ou op }oLgq, sulnda.4 A o .4o,4 is an}oo3nuow ssnu} aLq�, 4.00:�uo0 •pamopo auo ssn,4 4ad s>loa.39 om3. uvg!. avow ou puo lauod p loyo M >loauq auo uoL43, a,aow ON 'sjagwaw uallouq 9x2 .40 tixa N}IM sassn a�, Ald al6uls uo,4 luo pllon sl u6lsap slLgl 'jagwaw qam .lo p.aoL{o ua>JO.Aq Lq}IM ssn.a} o and s.Aloda.,I saljpads 6UIMo Ap slNl ua>iojg Jo pa>jD-oJ3 STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0. OC MAX. � LENGTH TO TRIM C' 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' O.C, MAX., OR SEE NEXT ❑PTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH). w APPLY REQUIRED BRACING (SEE BELOW), - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS) xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ❑RIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING ➢ESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD _ LOADING_-AND-ANY_TRUSS_WEB_CONF-IGURATION FOR 24' _D.C.- MAX. SPACING -AND -10PSF-MAX, CEILING LOAD;, WITH THE EXCEPTIONS NnTFn ON THIS SHEET I USE THIS DETAIL.FORI ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'). iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED 11 WITHOUT THE NEED FOR REPAIR DETAILS, PR❑VIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING .LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY CHANF,F RASFn nN THE NEW FRAME LOCATIONS AFTER MODIFICATION, - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (J❑INT SPLICE), FIELD APPLIED] - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLO - MAY USE A 12' LONG 7/16' PLYWOOD (OR 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) 11 GAUGE (0.120') x1375' NAILS INT❑ EACH MEMBER CONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX <0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT <ONE FACE ONLY). ovARLJINaw READ AND F[s LDv ALL IATES ON THIS LatAvuxa —IWMTANTsw P"4SH THIS DRAWING TG ALL aINIRACTURS INCLUDING THE DWAU-sm oJ�1r Nl+iq3:''+y+d \\\ r s REF BC FILLER DATE 10/Ol/14 Trusses require extreme care In fabrkating handling, shipping, Instollino and bracing. Rsfer to and foil*, the latest edltAon of BCSI 11Sdng Component Sofeiy Inforiwtkin, y TPL ¢nd SBCA) for wfety \\ �y ��j[� v ark e , t?,L\ ®T7 �1O L� LL (� ' Ij�\f l'L,J=I pprraactices prior to perforMng these functions. Installers shall provide tenporary bracing per HCSL Wsess noted ¢therxlsc, top cn¢rd shall have properly attached str—twal sheathing and bottom chor I have a properly attachedhi ceUng. Locatkvt, shom for permanent lateral restraint of w*bs shall have ncl a g iin.on ased per H above s and an th J nt HIO, as applicable. Apply plates to en[h f¢ee of truss nM po. as ahoxn and the Ja6rt tlatalls, uN*ss rot*tl eth*rslse. �� ' "� "k DRWG REPBCFIL1014 il�=�uL_JJ Refer to dro,Ings 160A-Z for standard plate positions. 16C andato u v iw fT�MCOMPANY Alpine, a dlvision of ITW BYldng Components Group Inc. shag not be responsible far my devlhtkm fr this drawing any fa¢ure to build the truss In confo—once with ANSI/TPI 1, or for handling, shipping, Installation & broeing of trusses, /S A E Of: �re��j\ �,� A seal on this droeBp or cover'pape Rating this drawing, InrDcates acceptamce of professkxgl solely far the design shown The sWtabtlley *rd use of this drawing E.,1h ity,M nJodva Earth City,M063045 fore�responst�tty ture Is the resp*nsWttY of tM &A&lg D* ncr' P*r ANSI/TF'i I Ses2 For more Inforhation see this b's eneral notes page and these web sites,y�yyAp'�,n ALPM wwsalaineltscon, TPB sw.toinsstorp SBCA, wwr.sbcIndustryorgi ICO wwJccsafearg .t,`iaV -'%4Aa4 R'TNF��..1%0% _ SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 30,00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00. ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 f t 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 <), NOTE. #2 is the minimum lumber grade allowed for all species. NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections, TANn DR�CT� DRAWING ..DW �n= AVPG M AL FCLLnV ALL INCLUBM THE INSTALLERS. 4 Trusses require extrame core In fabricatft, handUng, shipping, InsiMUng and brash& Refer to and foltor the latest ed1tion of BCSI ®aiding Component Safety Infornotlnn, by TPI and SBCAf for so fety prnctices prior to perforning these functlons. Installers shall provide tenpornryy bm& par BCSL C \ UN ss noted otherrisw, top chord shall have properly att.ch.d structural aheathtng and 6otton chord �^ shod have a properly attached Ngb w.tj. LB3, B ms shorn for pernnnent Interol restraint h ace 'u�^\`V''n1 shall have bracing Installed per BCSI sectlans 83, 87 or B10, as applkablo. Apply pint¢p to each face = y V of truss and ppoo jtL n ns shown above and on the Joint Betels, uMess noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a dvislon of ITV Buldna Components Group Inc shall not be responsible for any deviation From AN MCOMPANY this drawfro, any Folure to bdid the truss In conformance w t3 ANSt/TPI 1, or for handling, sNpp4+g, i .( 13389 Lakefront Onive Ifar any Earth City. MO 63045 nngg re y solely for the design shown The sultabluLy and use of tht strgctwe tlw responsbAFtY OF the Buldhe 8esl4ner Per ANSI/TPI I Seel For more Inforhat1w we this Job's general notes papa and these web ALPINE. rww,olobneltw.con7 TPI, wrw.tphstargi SBCA. rw,sbcind—try.oM IM ww � pEN8F 4F TOTAL TOP CHORD LOAD NOT TO EXCEED 40 PSF (DEAD PLUS LIVE) DUR, FAC, 1,15/1,25 SPACING 24' EF 2X4 SCAB ❑,H, ATE 10/01/14 RWG ❑HSCB2X41014 •/ + i t I i i # EJ w i1 IEnd Jack EJ a: O 12 (2) 16d TOE NAILS IVARIES OPTIONAL SCISSORS BOTTOM CORD c c, eveled Jack (BJ) a a G = 1 7 W m W (2) 16d TOE NAILS m n_ CONNECTION DETAIL —0-0 MAX. SPAN �' (2) 16d GUN NAILS m EACH—LOCATION- f3 TYPICAL END JACK (EJ) 3 SHOWN TOP I N.T.S. m� 2x4 SYP Nailer 16" Long GoG�LC' e'—o" Max. Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT i I N.T.S. i i OPTIONAL WEB CONFIGURATION tz (4) 16d NAILS VARIES See Connection Detail I �127 © VARIES (4) 16d NAILS See Connection Detail �_ oPnoNAL WEB CONFIGURATION (4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN-12 �11 MA�SPAN TYPICAL SCISSORS CORNER JACK (CJ) TYPICAL CORNER JACK (CJ) N.T.S. N.T.S. I i i TYPICAL CORNER SET INSTALLATION a®q ®��raooaA�Ar '° TYPICAL L ADING S.F.)G F_-/y S '. �S, B� TILE: SHINGLES: TOP LIVE LOAD:1 20 20 TOP DEAD LOAD: 15 7 e �' No •; a • MANUEL MARTINEZ, P.E. BOTTOM DEAD LbAD: 10 10 FLORIDA REGISTERED ENGINEER TOTAL I 45 37 STRESS [INC. 1.25 1.25 m 0� = �,�-��'/ c>r A LICENSE _# PE 47182 WIND DESIGN: VAX. t 60 MPH PER ASCE 7-10 MM. 24" O.C. STATE OF L// r 0 `o **WARNING**Read & Fallow all notes on this drawing. �i��s • 0 F' 1�0•\�`s °A°°;S11 Furnish this drawing to all contractors including the installers. ig- I �AIAIAAf�