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HomeMy WebLinkAboutTRUSSK ;:, 1 BY S "La de CU* r RANEY COMPONENTS 7 ey 19900 Independence Blvd. Groveland, FI 34736 0111Ponc'nf8, "C one: (352)429-9429 ` (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00033 Printed: Wed, May 16 2018 Joa ►nrormation: omer Address: EOR Name and License Number., Cus DR Name: Morton Creekside Lot 33 8641 Cobblestone Dr Des dpdon: City, State, zip: 4E iB 1828-Cali "D" Fort Pierce, FL uauuly nuvnliallun. Roo Loads: Floor Loads: TC ve: TC Dead., BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead. 20 7 0 10 0 0 0 0 Bid Code: Wind Std.' Wind Speed: Bldg. Useage: Building Type: Wind Type: FB 1 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 1 Al 2 AIIA 3 A2 4 Ale 5 A3 6 Al GE 7 A4 8 AS 9 A6 10 A7 11 ASG 12 D1 3 DI GE 14 c1 15 C1GE 16 M3 7 ER 18 BJ5 19 BJ3 20 BA A OR 1 Digitally signed by Manuel Martinez n u e I , DN:cru"—IdenTrustACES Business Representative, ou=M AND E ASSOCIATES P.A, cn=Manuel Martinez, ^`0.9.2342.19200300.100.1.1=A01098000 U Z Ad be AACcrob t9DC version: Datei2018.p5.16 15:1553 -04'00' 94 ,aq 2015.006.30418 40 01 SA38:FF 5B 81 BO 88 7F 48 00 9942E 85 FEE ThkIterrOu" fbom alaz%rra a' / ad.ZrA veal dbi varvci Lunk"i PSt>rL. Lk.042.t92l" Ole da2cxh„wa abava abg a 514A<1 astl�enf9raY�xa�da. ?r tadcs dasadsh sdo as tnt ma not aamfacaed%kr,*d xd zsafad madft SFA,:2 nut ba*vffbd on mycleamnl, C'*.s. FILE COPY Page 1 of 1 r I Job Number: 36CS00033 Ply: 1 SEQN: 668615 / T101 COMN 4EBB 1828-Cali "D" /DR Horton 14EBB 1828-Cali "D" Qty: 16 FROM: AH DRW: Truss Label: Al I Wgt: 224.0 Ibs / ... 05/16/2018 6'4"9 T10" 14'4"T 19'1D" 25'3°9 31'97 33'3" 39'8' 6'4"9 F1'6" 6'5"15 5'5"9 + 5'5"9 6'5"14 h1'6"� 6'4"8 F=5X6 D2X4 m4X6 m3X4 =3X8 =3X4 4X6 m2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" �1+ 6713 + 59"3 +20"1 + 59"1 +2 4 Z sz•1z 6'2"13 12' 14'0"1 19'1D" 297"1 2T8""f" 33'S"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell 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 / 961 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 / 709 / 961 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(fL): 0.140 L - - B Min Brg Width Req = 2.0 NCBCLL: 10.D0 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 2.0 Soffit: 2.0 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TIC CSI: 0.667 Bearings B & J are a rigid surface. BCDL: 5.0 psf Bearings B & J require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.600 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.593 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1114 -1906 Lumber B - C 1492 -3056 G - H 1255 -2428 Top chord 2x4 SP #1 C - D 1227 -2466 H - I 1228 -2467 T TD - E 1254 -2427 i - J 1493 -W9 ot chord 2 SP #1 Webs 2x4SP#3 E-F 1114-1906 J-K 27 0 Bracing Maximum Bot 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, R - Q 2670 -1193 N - M 2671 -1195 attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Q - P 2670 -1193 M - L 26711 -1195 a'aaasaa Loading as - as P - O 2104 -801 L - J 2674 -1195 Truss passed check for 20 psf additional bottom � Maximum Web Forces Per Ply (Ibs) chord live load in areas with 42"-high x 24"-widea„i&Webs Tens.Comp. Webs Tens. Comp. clearance. . " 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 - I 419 -597 . E - O 494 -776 I - L 276 -6 as : %• F - O 1385 -751 40 015A38 EF 53 81 BO BB 71`48 00 99 2E 85 FI3 33,1sfYaiesl�atsccnslcgsd�nad'aezd x�ealcd'6y iAasa.ml rstarts, €d: (Psis. .:mlenlhmdasa�srtawnalam a ,gas3ar<-i as�erithmx�N+z- Pduwd capi=afdhil dwl== wvvatczr41&and Viandnaiad asaf tj�s:sa"1 eni aaimen�la n.r ha wrfifbd m art*etcctrar*- lr:s "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rec]u!re extreme care in fabricatingg handlin�g shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anc7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 16DA-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing� any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this dfawing or cover page_ listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this 7iawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Nu' ber: 36CS00033 Ply: 1 SEQN: 668616 / T13 / COMN 4EBB 828-Cali "D" /DR Horton AEBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss 4 bel: A1A Wgt:260.4lbs / ... 05/1612018' I 64"9 T10",9 14'4"7 19'10" 22'6"4 268" i 31'9"7 133'3�7 39'8" i t 6'49 +1'6" 55"15 + 5'5"9 r 2'8"4 F 4'1"12 1 5'1"7 t 16" 6'4"9 i F-6X12 I G1112X4 I OWE 12 H 44X4 6 a m (a) a3X6 I o g3X6 D ta1 0 g3X4C %3X4 I ta) sH071 P-1oxio N (a) N -4X6(A ) B Ka4L6(A2) 137 U T S R Q O M 1112X4 =4X6 =3X4 =6X8 N2X4 m2X4 =4X10 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 6'2"13 5'9"3 2'0"1 5'9"1 2'10" 4' 6'5"15 fi'6"1 1' 6'2"13 12 14'0"1 - 19'10" 22'8" 26'8" 33'1"15 39'8" Loadi 4' I Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL' 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw I Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 B 1561 / 708 / 960 / - 1445 / 8.0 BCLL: , 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 / 708 / 959 ! - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS Des Ld': EXP: C HORZ 0.240 M - - B Min Br Width Re = 1.8 37.00 �L) 9 q NCBC Mean Height: 15.00 ft 10.00 Code / Misc Criteria Creep Factor: 2.0 K Min Big Width Req = 1.8 Soffit: TCDL: 4.2 psf Bearings B & K are a rigid surface. 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.613 BCDL: 5.0 psf Load ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.599 Bearings B & K require a seat plate. Spacin : 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.980 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ItFT/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, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1424 -2568 B - C 1489 -2859 H -1 1743 -3379 Lumb C - D 1225 - 2257 I - J 1722 - 3418 Top ch rd 2x4 SP #1 D - E 1252 -2218 J - K 1477 -2841 Bot ch d 2x4 SP #1 E-F 1112-1740 K-L 27 0 Webs 4SPi#3 F - G 1509 - 2514 Bracing (a) Co inuous lateral restraint equally spacer! on Maximum Bot Chord Forces Per Ply (Ibs) memb . Or 1x4 7" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. Same & SRB or better, we m attach tuber. species grade with 8d Box or Gun (0.113"1Q.5",min.)nails B - U 2497 -1190 R - Q 20 -9 @ 6" o . Asa ' U - T 2494 -1190 P - N 2985 -1303 tre T S 2494 O M 36 Wind - -1190 - -15 I OF -IV ' S - R 1920 - 8� M - K 2477 -1179 . MembET y design based on both MWFRS and C&C.0. W Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 4k 41 U-C 276 -5 P-G 195 -122 C S 416 608 P H 601 - - - -1075 STATE��, ) S - E 463 -160 H - N 807 1357 1 x� e E- R 494 -720 N- O 114 -4 F - R 42 - 515 N - M 2557 -1218 �� F-P 2273-1098 N-J 527 '162 1879 - 7 M- J 390 685 P- Q j 40 015A 38 FF 55 81 S08137F48 00 99 ZE 95 FB *,U item h3 bemala .Sgarad fad by :o3gmd Marotta, P£ (€I.. L#c.�T#.EH2(u'rrt'�� �89:@:lts6•it a er�n6a Sit$--i � iacitaasts�r. I tad er�sYsscaici>idm."ttara �rmx�nt. ., ad ss'e�aza5 ssala I �c t$4e.�%"z �rt�aenttea9tw�rraie rtm<.t:&�.a�cif�aei�«a�ga�ecbar,�. . sins, —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building to these functions. Installers temporaryy Comp0 bracing enF Safety Information, by TPI and'SBCA) for safety practices prior performing shall provide er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly B7 attache as appli rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, or B10, ble. Apply plates to each faceof truss and position as shown above and on the Joinf Details, unless noted otherwise. tefer to drawin 160A-Z for standard plate positions. Alpine, truss in division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANSI PI 1, for handlia installation bracing trusses.A this drawing listing onformance with or shipping, and of seal on or cover page_ is drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability nee and us of this d'awing for any structure is the responsibility Building Designer per ANS1rrPl 1 Sec.2. For more formation see this'ob's general notes page and these web sites: ALPINE: www.al 'nedwzom; TPI: www. inst.o ; SBCA' www.sbdndu .com: ICC: www.iocsafe.orq T r Job Number: 36CS00033 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 .. / ... 05116%2018 6'4"9 r 6'4"9 rT11'60""� 41'25'45 I 61791'"8°F 26T39 I 431S"91"75 313'6332""' 19 7"9 ; 6W. =5XS_=5X6 F G M2M =3X4 =3X6 =3X4=3X8 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ_ 39'8" 6'2°13 5'1013 1'11" 5' 1'6" 5'1"12 1'11" 5'10"3 6'2"13 1� 6'2"13 120"15 14' 19' 20'6 4 25'8" 2T7" 33'5"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.156 Q 999 240 B 1561 / 710 / 964 / - / 428 / 8l0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.428 Q 999 180 K 1561 / 710 1964 ! - /- / &0 BCDL: 10.00 Risk Category: II 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 Big Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 K Min Brg Width Req = 1.8 TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.444 Bearings B & K are a rigid surface. Soffit: 2.00 BCDL:5.0 sf P TPI Std: 2014 Max BC CSI: 0.536 Bearings B & K 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: 0.665 Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tehs. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 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 Webs 2x4 SP #3 E - F 1149 -1820 K - L 27 0 F-G 1101 -1552 Bracing (a) Continuous lateral restraint equally spaced on Maximum Sot 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, 11, attached with 8d Box or Gun (0.113"x2.5",min.)nails B - T 2458 -1192 P - O 2058 - 950 6" oc.ae T - S 2455 -1192 O - N 2658 -950 INK �° e S- R 2059 -921 N- M 2456 -1203 Wind e R - Q 2059 - 921 M - K 2458 -1203 Q - P 1547 - 589 Member design based on both MWFRS and C&C. ;. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T-C 216 -6 P-G 541 -377 STATE C - S 307 -438 P - H 472 -694 S-E 427 -153 H-N 426 -151 " E - Q 474 - 697 N - J 3W - 440 �v F - Q 537 -311 J - M 216 -9 F - P 317 -297 40 015A38 FF 50 83.130 B57F48 00 99 2E 85 FB V* itaM'fi"bmmtf mkztx } cd aid= al a by rda_xcl Marthi w, {z�..us.as�z}����a��t�aa«atnwas�sssrt�a ars�a� anfi sn!'-,ca9i an kizaaeWif�fr'^rawfd"tMe';k caaplw... li '"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, bly TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary r BCSL Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ggid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610, Ne. APPiv Plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to a division of any failure to build the g or cover page m. The suitability v.com:ICQ www.iccsafe.orq Job Nu "ber: 36CS00033 Ply: 1 SEQN: 668618 / T1 / COMN 4EBB 1 ' 28-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss bel: A1B Wgt:224.0Ibs / ... 05/16/2018 i 6'4"8 T10°,9 14'4"7 19'10" i 253"9 i 31'9"7 _ i 33'3 39'8" r 6'4"8 �1-6" 6'5"14 + 5'5"9 5-5°9 r 6'5"14 1'6" 6'4 8 i � F-5X6 04X4E G 12 6 (a) 1�3X6 g3X6 D H C (a) (a) (a) (a) �= J WX6Al3X6(At) B K ( ) A , R Q S p O N M L 102X4 =3X6 =3X8 m3X6 Il2X4 SEAT PLATE REQ. SEAT PLATE REQ. t-- 13'4" }— 5'8" 20'8" J 6'2"12 5'9"4 2'0"1 5'9"1 5'9°1 5'9"4 6'2"12 1� 6'2"12 t2' 14'D"1 19'10" 25'7"1 2T8" 33'5"4 39'8" Load! Criteria (pso 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 foe Udell L/# Loc R / U / Rw / Rh / RL / W B 438 / 164 / 272 / - / 445 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.044 L 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.135 L 999 180 S* 336 / 154 1192 ! - / - / 68.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.014 F - - J 872 / 384 / 645 / - / - / 8.0 Des Ld 37.00 EXP: C HORZ L 0.027 F - - (T ) Wind reactions based on MWFRS Code / Misc Criteria NCBC : 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 Min Brg Width Req = 1.5 Soffit: :' 2.00 TCDL: 4.0 psf Bldg Code: FBC 2017 RES 9 Max TC CSI: 0.548 5 Min Brg Width Req = - S Load 616Iration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.480 J Min Brg Width Req = 1.5 Bearings B, S, & J are a rigid surface. Spacin : 24.0. C&C Dist a: 3.97 It 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)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumb Top ch L 2x4 SP #1 B - C 170 -463 G - H 450 -706 Bot ch d 2x4 SP #1 C - D 407 -156 H - 1 423 -745 Webs 4 SP #3 D - E 567 -150 I - J 708 -1385 Bracin i I E- F 289 -165 J- K 27 0 (a) Cor inuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) memb' web mi attach . Or 1x4 7" reinforcement. 80% length of tuber. Same species & SRB grade or better, Chords Tens.Comp. Chords Tens. Comp_ with 8d Box or Gun (0.113"x2.5",min.)nails @6"oi.ee B - R 515 -399 O - N 565 -98 vv� 1182 -489 R-Q 510 -399 N-M Platin Notes Q - P 510 -399 M - L 1182 -489 All plat P - O 788 -761 L - J 1186 -489 s are 3X4 except as noted. No 047,162 Wind -, -. Maximum Web Forces Per Ply (Ibs) Membe design based on both MWFRS and C&C.s Webs Tens.Comp. Webs Tens. Comp_ aw n R-C 310' -16 O-G 510 -751 STATEC - P 465 - 700 G - N 492 1182 P - E 674 -1218 N - I 441 - 654 E - O 720 -297 I - L 290 -4 F-O 56 -182 ii 4 40 015A3E FF 58 8180180 7F49 00 99 2E 85 Fff *& Item kt hzm eter.roalsaw SIVOL, aria UAW b% MWA.4 MLtrtia" -4. Ut.e< m2{asrBar sRk8 SAs anciraxi�ry axfa. m-ted twiexr'" dmwma am= candidssd sw==d Ied a d s!as :za rttaeniraiassz sz 4¢en4 e:8 sprit" d cxa ps3cctmr '*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 handlingq shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building these functions. Installers temporary Comp0 bracing en[ Safety Information, by TPI and'SBCA) for safety practices pnor to performing shall provide er BCSI. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache rip!d ceillnp Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, to face truss and on the Join Details, noted otherwise. (tefer to as appl drawin e. Apply plates each of and position as shown above unless 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 1, for handling installation bracing trusses.A seal on this drawing or cover ` I..in listing nformance with ANSI> fPI or shipping, and of page_ . is drawing,indicates of engineering responsibility solely for tye design shown. The suitability and u acceptance professional of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more formation see ihis'ob's qeneral notes a and these web sites: ALPINE: www.ai inenw.com: TPI: www. inst.o : SBCA' www.sbcindu .coin ICC: www.icesafe.o I Truss LabelCA3 D" [DR Horton MEBB 1828-Cali "D" I Qty: 1 2.0 Ibs FROM: AH 619 / T8 /HIPS DRW. . / ... 05/16/2018 4"938 6'4"9 +1'8^�+ 47°8 r 5'8e" + 4T8 � 4'5"15 �31'6"� 141 SEAT PLATE REQ 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 s6X6 11120 =3X4 =-3X6 m3X4 m3X4 °°3X4 m3X6 m X4 6X4 SEAT PLATE REQ. 39'8" 6713 5'10"3 1111" 2'10" 2'10" 3' 5'10°3 6'2"13 1, 6'2"13 12'1" 14' 3 19'10° 22'8" 25'8" 1 11 33'5"3 39'8" f V -I f 27.,�i Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl 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 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1561 / 712 / 965 ! - / 387 / &0 K 1561 /712 /965 /- /- /8.0 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. 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 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 4 B- U 2465 -1238 Q- P 1690 -751 . ° ' '• U - T T - S 2462 -1239 2043 - 970 P - O O - N 2043 -1000 20,43 -1000 ' S - R 2043 - 970 N - M 2462 -1267 No 047182 R - Q 1690 - 725 M - K 2465 -1267 41 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens: Camp. OF�}4 U - C 228 -6 Q - G 238 -200 STATE C-T 323 -464 G-P 536 -324 T-E 392 -161 P-H 412 -585 ax�a E-R 412 -585 H-N 392 -161 t 1t;&igx.A F-R F - Q 536 -324 238 -200 N-J J - M 324 -464 228 -8 40 01 5A39 FF 5B 8180 BB 7€48 00 99 2E85 F8 Ai�hsltet>shuteen clettx /s Atvei aW waled=+5P VanW Wald 4 �E�FL..ttc.�y3&31 ant'Ra cas'cshmvntu6avmu.Cnga Si4�Z assieritika'a4ic. t tadccp�wd" dwsmmmt xrm not cans)drmd slle�=d mbit and ti SSs �A,8 mt;t2&Aca de mmt Ea verdeed an myd"tmrk. s=los. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 99uire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI anrTSBCA) toy safety practices prior to performing these functions. Installers shall provide temporary r BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly qid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, ile. ADr) V plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. {tefer to a division of "I NI 1, or Tor n acceptance any structure lis drawin any failure to build the on this drawing or cover page ie design shown. The suitability Job Ply: 4EBB j'828-Ca6CD O/DR Horton /4EBB 1628-Cali "D" ICity: I 1I FROM 637 / T11 / GABL I DRW / ... 05/16/2018 I Truss I bel: Al GE Wgt 378.0 Ibs of 2 TCLL: TCDL: BCLL: BCDL: Des Lc Soffit: Load. 6'47 13712 25'19"4 33'3"9 6'0"19'10 4 + 6'94 �-T6"--i I- 82°�r�14-i 1 I SEATPLATEREQ SEATPLATEREQ SEATPLATEREQ SEAT PLATE REQ i 13'6" 5' i 21' 1' 8'2"11 1 P5 2 6'0"4 6'0'4 2 B'11"5 frY11 1' F 6711 13'Y 1 "12 19'19" 2Elk 6 ' 33'55 39'6' Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) 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 g 434 / 197 / - / - ! - / 8.0 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.069 U 999 240 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): '0.207 U 999 180 BI 1509 / 725 / - / - ! - 16.0 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.031 F - - BJ 502 / 213 / - / 0 10 / 8.0 37.00 EXP: C HORZ(TL): 0.058 F - - X 862 / 417 / - /- /- 18.0 Code / Misc Criteria 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 Wind reactions based on MWFRS 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.514 B Min Brg Width Req = 1.5 ation: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.436 gl Min Brg Width Req = 1.8 BJ Min Brg Width Req = 1.5 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.792 X Min Brg Width Req = 1.5 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, BI, BJ, & X are a rigid surface. GCpi: 0.18 Plate Type(s): Bearings B, BI, BJ, & X require a seat plate. VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Lumb " Maximum Top Chord Forces Per Ply (Ibs) Top ch rd 2x4 SP #1 Chords Tens.Comp. Chords Tens. Camp. Bot ch d 2x4 SP #1 :BC2 2x6 SP 91: A - B 27 -20 M - N 62 74 Webs 4 SP 93 :W2, W3, W7 2x4 SP 91: B - C 170 -439 N - O 64 -75 Bracin C-D 421 -156 O-P 57 -108 (b) sca reinforcement. 80% length of web member. D - E 453 -182 P - Q 60 -115 Same ze, species & grade or better. Attach with 10d E - F 486 -208 Q - R 74 -131 Box of un (0.128"x3",min.)nails @ 6" oc. F - G 494 -215 R - S 128 -203 G - H 528 -240 S - T 224 - 544 (a) Co inuous lateral restraint equally spaced on + memb . Or 1x4'T" reinforcement. 80/0 length of�� a� "!- H - 1 551 - 269 T - U 301 - 653 web m ber. Same species & SRB grade or better, 1 - J 128 -152 U - V 342 699 attache' with Bd Box or Gun (0.113"x2.5",minJnails J - K 89 -137 V - W 372 -736 @ 6" o e K - L 61 -111 W - X 644 -1352 No 047102 L-M 62 -107 X-Y 27 -20 Specie. I Loads -(Li (Tiber Dur.Fac =1.25 /Plate DucFac.=1.25) Maximum Bot Chord Forces Per Ply (Ibs) TC: Flom 56 plf at 1.00 to 56 plf at 40.67 Chords Tens.Comp. Chords Tens. Comp. BC: F bm 4 pIf at -1.00 to 4 plf at 0.00* E OF BC: F om 20 plf at 0.00 to 20 plf at 39.67 . B -AD 338 -107 AB -AA 606 -290 BC: F bm 4 plf at 39.67 to 4 pIf at 40.67 '.� `. , AD -AC 335 -109 AA- Z 1148 -532 TC: 113 lb Conc. Load at 15.17,17.17$ AC -AB 299 -799 Z - X 1151 -530 BC: 'i32 lb Cone. Load at 15.17,17.17 Plating, Notes All plat oted. t Maximum Web Forces Per Ply (Ibs) } Webs Tens.Comp. Webs Tens. Comp. are 2X4 except as nSEPAL At Wind 40:01SA38EF5BBIBOBB7F4600992ES51FB AD-C 295 0 AB -AU 388 190 I C-AE 295 -657 AB -AU 386 ;809 Wind 1' ds and reactions based on MWFRS. V''Uhonh' bom4ka ka74%i "dd=' waindtyvv-"A Hama" AE-AF 297 -657 AU -AV 358 -769 F'tr {Fi., tic.GB7182t a€ccea:9c sharrn aGer wing aSHA 8 ac�serc°saa�:ra��c. AF-AG 314 -679 AU-AX 23 -30 Additi al Notes AG-AH 316 -680 AV-AW 353 -760 See DV GS A16015ENC101014 & GBLLETIN1014 for AH-AC 302 -672 AX-BA 24 -31 gable v ndbracing and other requirements. 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! TALLERS Trusses ecluire extreme care n fabricating, hanndlPORTANr* FURNISH THIS �inWlshi iiNG inng, installing ALL and bracing.NReferr to and folloCLUDING THE w he latest edition of BCSI (Building ..ompo '' Safety Information, byy TPI an r7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary ,racing er BCSI. Uniess noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly at, f rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, 3s appli Me. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (2efer to Irawing 160A-Z _ply plate positions. 4lpine, division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the russ in nformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page fisting t is drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ind us of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. I I Job Number: 36CS00033 Ply: 1 SEQN: 668637 1 T11 1 GABL 4EBB 1828-Cali "D" /DR Horton MEBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: Al GE I Wgt: 378.0 Ibs Page 2 of 2 / .__ 0511612018 AI -AK 45 -60 BB -BC 325 -730 1-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 636 -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 7 -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 88 -119 40 015A38FF 58 81 B0'8137F48 00 99 2€ 85 FR r^m:OL Lk.047021 On the eavz�hcwa swam u^.�ig asx;�i t¢ntt�at£axacx�f¢. 4t�tadtcp smftf sdrri,==nt¢nutazuldmilofwdmds Izd a.6 tic ---A.! 9atwAfi-dc avvdea.nk . csy!ns **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 handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Cc p.nen7 Safety Information, byy TPI ani SBCA) y sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl ripld ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for s�andard plate positions. Alpine, a division of1TW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIfPI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this Swing for any structure is the responsibility of the Building Designer per ANSI/TP1 1 Sec.2. j For more information see this iob's general notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www. inst.or ; SBCA: www.sbcindus .com: [CC: %VW.i=afe.orq Job Nu her: 36CS00033 Ply: 1 SEQN: 6686201 T7 / HIPS 4EBB 1 28-Cali "D" MR Horton MEBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss I bel: A4 Wgt: 254.8 Ibs .. / ... 05/16/2018 6'49 7'10"n9 12'4"7 15' 19'10 24'8" 273"9 i 31'97 _ 33F7 3' 6'4"9 1'6" 4'S"14 + 2'7"9+ 4'10" + 4'f0" F 2'7"9 4'S"14 1'6" 6'4"9 =3X4 =5X6 IO2X4 =3X4 =3X6=3X4 =3X8 =3X4=3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. r 39'8" _i 1' 62"13 5'10"2 1'11"} 4'10" 4'10" 1' 5'10"2 6'2"13 6'2"13 + 12'0"15 + 19'10" 24'8° 25' "1'11 r H1 I72 3SS"3 39'8" Loadin Criteria (psQ Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions Ibs ( ) TCLL: ' 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf, NA Ce: NA VERT(LL): 0.158 G 999 240 B 1561 1714 / 962 1- / 346 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.434 G 999 180 L 1561 1714 1962 / - ! - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 N - - Wind reactions based on MWFRS Des Ld 37.00 EXP: C L 0.125 N - - HORZ(T) B Min Brg Width Req = 1.8 NCBCL : 10.00 Mean Height: 15.00 It Code / Misc Criteria Creep Factor. 2.0 p L Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 42 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & L are a rigid surface. Load D,: 1.25 BCDL: 5.0 psf TPI Std: 2014 Max BC CSI: 0.454 Bearings B & L require a seat plate. Spacin ration: j 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: OA67 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 It FT/RT:20(0)/l 0(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 G - H 1334 -1958 B - C 1577 -2831 H - I 1388 -2093 Lumbe C - D 1411 - 2370 I - J 1429 - 2331 Top ch d 2x4 SP #1 D - E 1430 -2331 J - K 1411 -2370 Bot choi ld 2x4 SP #1 E - F 1388 - 2093 K - L 1576 - 2631 Webs 2. 4 SP #3 F - G 1334 -1958 L - M 27 - 0 Wind Membe design based on both',1WFRS and C&C. Maximum Sot Chord Forces Per Ply (Ibs) • Chords Tens.Comp. Chords Tens. Comp. B - V 2467 -1273 R - Q 1831 - 864 e V - U 2465 -1273 Q - P U - T 2.039 - 996 P - O 2039 -1025 2039 -1626 4 " T - S 2039 - 996 O - N 2465 -1302 S - R 1831 - 835 N - L 2467 -1302 .: Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ 411, ,. � `� � .• 'zo F V - C 235 -6 R - H C - U 327 -473 Q - 1 278 -172 404 - 522 10 U - E 351 -161 H - Q E S 404 522 1-0 546 - 372 351 - - F-S 546 -372 O-K -161 328 -473 1K N 235 - 8 G- R 247 -� 40 01 SA39 IFF 50 91 BOB57F490099 2E 95'FB auiaar�'s,�1�kers�i:zir«s� ss�t�dt� ranni. iMOL. Lk.d47IB3<MOM daft 53UWQ abwa Wa'g.a5itA,i axatAmntLcsttca "At. xsaawdziTiu.1d sdsx_r stmanot ONALkad14 ,mzdsaalad and 4a ficd on amedoamnk I "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses eccl1uire extreme care in fabricating, handlingp shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Compo ni Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSL Unless noted oTherwise,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 63, 67 or 610, as appii 15 Apply, places to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawing 160A-Z for standard plate positions. Alpine, division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 1 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 t is drawingg indicates acceptance of rot'essional engineering responsibility solely for the design shown. The suitability I and us of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more i'formation see this iob's general notes oaae and these web sites: ALPINE: www.aboinedw.com: TPI: www.toinstom: SBCA• www.sbcindustrv.com: IM. www.iccsafe.ara T Job Number. 36CS00033 Ply: 1 SEQN: 6686211 T6 / HIPS 4EBB 1828-Cali "D" /DR Horton 14EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A5 Wgt: 212.8 Ibs / ... 0511612018 64"9 13' 6 r f 1I 28" +3'37 3989 -4 '60677 i + 64"9 M O iD =4X& SEAT PLATE REQ. =5X8 =3X4 1112X4 =— X4=3X6 =3X8 =3X613X4 116(4 SEAT PLATE REQ. 397 1' 6'2"13 6'9"3 1' 5'10" 5'10" 1' 6'9"3 6'2"13 1'1 6'2"13 13' 14 19'1D" 25'6" 33'5"3 39'B" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT:NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA . VERT(LL): 0.172 E 999 240 B 1561 1716 1953 / - / 305 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 H 1561 1716 / 953 / - /- 16.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean HORZ(TL): 0.128 J - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 H Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf P BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.446 Bearings B & H are a rigid surface. 9 Load Duration: 125 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 ft Rep Factors Used: Yes Max Web CSI: 0.564 Maximum Top Chord Forces Per Plyl(lbs) Loc. from endwall: not in 4.50 ft 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 D E - F 1502 -2274 Lumber B - C 1623 -2836 F - G 1425 -2325 C - D 1425 -2325 G - H 1623 -2836 Top chord 2x4 SP #1 D - E 1502 - 2274 H - I 1 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 l 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 11. -1008 P - O 2469 -1319 L - K 2006 -1008 O-N 20M -978 K-J 240 -VW " Aft N - M 2006 - 978 J - H 2472 -1348 ' � Maximum Web Forces Per Ply ' � (Ibs) #; Webs Tens.Comp, Webs P. Tens. Comp. p. ,� ' P-C 244 -4 M-F 370 -243 e C-O 377 -513 K-G 377 -513 A. D - O 444 -170 F - K 444 -170 STAT 0 D-M 370 -243 G-J 244 -6 E - M 300 -381 40015A38FF5B81BOBBW48€30 9R2E85FB I tdtatrTrraka% asiaz✓traw,wAVaraw'amdua1ad" Aa3artm.4 {f1., us.etYSwjrfnuiu�ri�o-�hsa��xa6�wmu�gasw�3 aaa�sentttxsaCtoxirMr. MatadccpIts d!aa.rs:�at not crsW6=vds4wAm9ssmind C-14bs ' "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, b TPI anr7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temposry bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insiailed per BCSI sections B3, B7 or 610, as applicable. Appty plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handli3 shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00033 Ply: 1 SEQN: 6686221 T5 / HIPS 4E66828-Cali "D" /DR Horton /4EB8 1828-Cali "D" City: 1 FROM: AH DRW: Truss bel: A6 Wgt:212.8Ibs .. / ... 05/1612018 f 6'4"9 + 11' + 16'10"2 + 19'10"+ 22'8"3 28'8" } 33'3"7 1 39'8" 6'4"9 47"7 5'10"2 2'11"14 2'10"3 5'11"13 47"7 6'4"9 I DX6 1112 4 ®3FX6 =G 4 m5iX8 T 12 T 6 p �3X4C ! �3X4 o ED m4X6(AA2) B J—4K6(A2) S R Q P O N M L 1112X4 m3X4 =3X6 =3X8 m3X4 m3X6 =3X4 012X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" I 1' 6'2"13 4'9"3 3' 2'10"2 61"9 2'B'5 3' 4'9"3 6213 1' 11' + 14' + 16'10"2+ 22'11"11 + 25'8° 28'8" 33'S"3 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL' ! 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell 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 / 940 / - / 264 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.525 E 999 180 J 1561 / 718 / 940 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS EXP: C HORZ TL 0.132 L - - B Min Br Width Re 1.8 Des Ld 'I 10.00 Mean Height: 15.00 ft ( ) g q g Code / Misc Criteria Creep Factor: 2.0 J Min Brg Width Req = 1.8 NCBCL : 10.00 P TCDL: 4.2 psf Bearings B & J are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & J require a seat plate. Load D. ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.493 Spacing 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.481 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 F - G 16B3 -2609 Lumber B - C 1644 -2814 G - H 1675 -2595 C - D 1522 -2444 H - 1 1522 - 2444 Top ch8 d 2x4 SP #1 D - E 1683 -2609 I - J 1644 -2814 Bot cho,id 2x4 SP #1 Webs 2 4 SP #3 E - F 1683 -2609 J - K 27 0 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 0 S - R 2446 -1332 N - M 2133 -1114 * vn eft R - Q 2133 -1084 M - L 2446 -1361 Q-P 2133-1084 L-J 2448 -1361 P-O 2613-1371 No 72 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 199 -8 G - O 278 -332 C - R 300 - 379 O - H 645 - 398 STATE OF D-R 369 -177 H-M ass 176 D - P 656 -407 M -1 299 -379 " E - P 274 - 327 1- L 200 -10 s+ P-G Ill -108 40GISA3EFt-5B K 80E137F4900992E95-FB I chit ItamTFaxbx�5a clztir'dpx3�aed'aa�.�aferi by 3.sasvr1 Marttnca, n(r1, ttc.047101'snoe date sfwwa abx V.1ng a SHA�l xdsenaasr tr�lr. f eed Cviev rfdds dm Ax"Mot a'a6,ved dand;eabd I and tt�s;"at;.x ae�cotiaa9a�ce m+�t �s rif°e�are atngr dmtrark rmt:tas. "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 handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comport of Safety Information, by TPI anc7'SBCA) toy safety practices prior to�performing these functions. Installers shall provide temporary bracing qer BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached'riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as appli ble. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. kefer to drawingss 160A-Z for standard plate positions_ Alpine, a' ivision of ITW BuildinggComponents Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in nformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e listing t s drawing indicates acceptance of pprofessronat engineering responsibility solely for the design shown. The suitability and se of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more in ormation see this iob's general notes page and these web sites: ALPINE: www.al ineftw.com• TPI: wane. inst.o • SBCA: www.sbdndu .coin; [CC: www.iocsafe.org i f Job Number: 36CS00033 Ply. 1 SEQN: 668623 / T4 / HIPS 4EBB 1828-Cali "D" /DR Horton 14EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A7 Wgt: 222.6 lbs / ... 05116%2018 6'4"8 9' 14'3"11 19'10" 25'4"5 30'8" 33'3"8 39'8" r 6'4°8 + 27"85'3"11 + 5'6"5 5'6"5 } 5'3"11 + 2'7"8+ 6'4"8 -� T m4X6 137 =6X6 =3X4 =5X6 =3X4 =6X6 D E F G H 7h- Nb mm /Ai I i i (6(A2) T S R Q P O N M L r 112X4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" i 6'2"12 8'"4 + 3 594 I` 19'10" 57" 3 227'8"� 33'5"4 39'8? 1� 2�'0"33' 1' 4'0"3 30'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.246 F 999 240 B 1561 / 720 1921 / - / 223 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.676 F 999 180 J 1561 / 720 / 921 / - /- 18.0 BCDL: 10,00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.075 L - - Wind reactions based on MWFRS EXP: C HORZ TL 0.141 L - - B Min BigWidth Re 1.8 Des Ld: 37.00 ( )� q = Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & J are a rigid surface. Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.395 P Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.506 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.481 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): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 2028 -3246 Lumber B - C 1669 -2806 G - H 1873 -2959 C - D 1625 - 2567 H - 1 1625 - 2567 Top chord 2x4 SP #1 D - E 1873 -2959 I - J 1668 -2806 Bot chord 2x4 SP #1 Webs 2x4 SP #3 E - F 2028 -3246 J - K 27 0 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Camp. B - T 2440 -1350 P - O 296 -1625 T - S 2438 -1350 O - N 2261 -1216 MAP" ' S-R 2261 -1186 N-M 2261 -1216 see�+) R - Q 2261 -1186 M - L 2438 -1379 Q - P 2993 -1615 L - J 2440 -1379 No 0,471012 0 Maximum Web Forces Per Ply (Ibs) . ' Webs Tens.Comp. Webs Tens. Comp_ e, *WO A&T - C 163 -12 P - G 328 -185 C - S 254 - 275 G - O 381 - 623 TAT D - S 301 -205 O - H 912 -565 D - Q 942 - 565 M -1 254 - 275 Q - E 381 -523 H - M 302 -205 A, .. E-P 328 -185 I-L 163 -14 - F-P 226 -300 40015ASS FF5881 SOBB7F4900992E85FB iiait le¢ra as bcrn ais yz nad=dwMadby ktas.'A wrtmax PE(A. ttc.0471921 on 1t3� ahowaaba tagasHas a khcntkn s ia. ?Mn'd cf*tr Dfchs"s ainccsa:. jaffm saarcrasxf samd st maxSan s�:al®ef a 4the :.exat.'3'zuihenfawti saeadsmmlbovwlfzx =%wydedmrk flat **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 Componenf Safety Information, by TPI and'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, as applicable. Apply plates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildinAComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 1 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 professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA www.sbdndu .com; ICC: wwmicesafe.org Job Nu8 ber: 36CS00033 Ply: 1 SEQN: 668635 / T20 / HIPS 4EBB 28-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss r bet: ASG Wgt: 235.2 Ibs / ... 05/1612018 I 19,10""I 1 15'4"12 1T r10^ "112� 24" 22 814 32'8 3798" _i i 44 4012 -7 17T � � 1112X4=5X8=3X6 =5X10 =6X6 1112X4 12 Ca6 8 D E F G H i a6 SJ T 6 p T M 0 (a) X(b) 1 I m4X12A(B3) B K=4 L12(B3) U S R Q P O N M 1114X4 =-8X10T =5X6 =5X6 1112X4 =5X6 =5X6 =8X10 11104 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. r- 11'4" 28'4" 1' 6" 6'7"12 1 4'2"4 2'8" J s_ 4'1"4 4'1"4 1'8"1� } r r + 4'2"4 6'7"12 6" T112 11'4° 19'10" 23'11 "4 25 8 2 8 �{ 18 1 32'6°4 39'2° 9 8- 1' S'8"12 28'4" Loadin Criteria (psf) Wind Criteria TCLL: ' 20.00 Wind Std: ASCE 7-10 TCDL:;] 7.00 Speed: 160mph BCLL: j 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: If Des Ld, 37.00 EXP: C Mean Height: 15.00 ft NCBC : 10.00 TCDL: 4.2 psf Soffit: 1 2.00 BCDL: 5.0 psf Load D 6 ration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacin : 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top ch' Yd 2x4 SP #1 Bot ch , d 2x6 SP #1 Webs *4 SP #3 (a) Con muous lateral restraint equally spaced on membe. Or 1x4 "T" reinforcement. 80% length of web m `nber. Same species & SRB grade or better, attache with 8d Box or Gun (0.113"x2.5",min.)nails @6"a.� i (b) Con inuous lateral restraint equally spaced on membe 1. Or 2x4 "T" reinforcement. 80% length of web mE (nber. Same species & grade or better, attache J with 16d Box.or Gun (0.135"x3.5",min.)nails @6"o;G - (L tnber Dur.Fac =1.25 / Plate DULFac.=1.25) TC: F m 56 pif at -1.00 to 56 pif at 7.00 TC: Fr! m 28 plf at 7.00 to 28 pif at 32.67 TIC Fr' m 56 pif at 32.67 to 56 pif at 40.67 BC: F in 4 plf at -1.00 to 4 pif at 0.00 BC. Fi m 20 plf at 0.00 to 20 plf at 7.03 BC: Fr m 10 pif at 7.03 to 10 pif at 32.64 BC: Ff m 20 plf at 32.64 to 20 plf at 39.67 BC: 4 m 4 pif at 39.67 to 4 plf at 40.67 TIC 0lb Cone. Load at 7.03,32.64 TC: 71 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,1, 06,20.60,22.60,24-60,26.60,28.60,30.60 BC: 13 lb Conc. Load at 7.03,32.64 BC: 7lb Conc. Load at 9.06,11.06,13.06,16.06 17.06,1 06,20.60,22.60,24.60,26.60,28.60,30.60 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf- NA Ce: NA VERT(LL): 0-18B 1 999 240 Lu: NA Cs: NA VERT(TL)` 0.520 1 968 180 Snow Duration: NA - HORZ(LL): 0.034 M - - HORZ(TL): 0.063 M - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.973 TPI Std: 2014 Max BC CSI: 0.588 Rep Factors Used: Yes Max Web CSI: 0.990 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 Wind Wind loads and reactions based on MWFRS. Additional Notes Negative reaction(s) of -398# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. MEM 40 01 5AEFF5381.BOBB7F4900992E85FB 37ai4ikarssir�aSzeen dree�r.. g nor: zM malml by 6Aam.d ManW44 3 £ jF6, irC. C$i$&2t629 EP'1��3$25hiSYdfl 9i956dY &`�£i�S3N$.$ &�sataedcwa�$d�efir.:uxa�rxare area dmra$sasaiad zradH�izM�entta�,azszv9�.awu�eia:�ire9.�i '�e�sctmr� mar ♦ Maximum Reactions (Ibs) Loc R If /Rw /Rh /RL /W B 70 / 398 / 75 / - /- /8.0 T 5210 /2583 1- !- 1- /8.0 K 2102 /1040 /- /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.3 T Min Brg Width Req = 6.1 K Min Brg Width Req = 2.1 Bearings B, T, & K are a rigid surface. Bearings B, T, & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A-B 27 -20 G-H 1915 -3871 B - C 1219 -607 H -1 2079 -4207 C - D 2918 -1445 I - J 2080 -4207 D - E 2918 -1445 J - K 2000 -4032 E - F 176 -372 K - L 27 -20 F - G 176 - 372 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 495 -1072 Q - P 2545 -1319 U - T 488 -1045 P - O 3930 -1955 T - S 191 -96 O - N 3930 -1955 S - R 191 - 96 N - M 3568 -1740 R - Q 2645 -1319 M - K 3538 -1,733 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - U 691 -170 G - P 1610 - 780 C - T 1225 -2569 P - H 483 -719 D - T 433 - 565 H - N 367 -162 T - E 2018 -4043 I - N 364 -456 E - R 2168 - 949 N - J 817 -;434 R - G 1498 -2985 M - J 712 -177 G-Q 337 -31 -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI anr7'SBCA) far satPety practices prior to performing these functions. Installers shad provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. _ Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to of ITW BuildinccL�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 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 ANSIITPI 1 Sec.2. see this iob's aeneral notes Daae and these web sites: ALPINE: www.aloineitw.com: TPI: www.winstom: SBC& www.sbcindustrv.com: ICC: www.iccsafe. r Job Number: 36CS00033 Ply: 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 .. / ... 05/16/2018 6'4"8 6'4"8 Ura" 14'11"8 4'3"8 43"8 13H4X6 112X4 =3X4 =3X6 112X4 21 6'4"8 SEAT PLATE REQ. SEAT PLATE REQ. 21'4" 6'2"12 3'1"4 1'4" 4W4 6'2"12 1 6'2"12 + 9'4" +10'8" + 15'1"4 + 21-4" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.040 H 999 240 B 869 / 397 / 529 / - / 229 / 8i0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.109 H 999 180 F 805 1360 / 463 /- / - / 8!0 BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): 0.017 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ TL 0.033 G - - ( )= B Min B Width Re 1.5 � q = NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 F Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2D17 RES Max TC CSI: 0.477 Bearings B & F are a rigid surface. Load Duration: 1.25 BCDL: 5.0 sf p MWFRS Parallel Dist: D 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: ft Rep Factors Used: Yes Max Web CSI: 0.325 Maximum Top Chord Forces Per Ply (Ibs) Loc. from dwa Any Type(s):0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tehs'. Comp. pi: 0.1l: GCpi: 0.18 PlateFTIR Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B . 27 0 D - E 1021 -947 Lumber B - C 1194 -1342 E - F 1255 -1349 C - D 999 -946 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp_ Wind B - J 1135 -946 H - G 1147 -9 49 n based on both MWFRS and C&C. Member design J - I 113-946 G - F 1147 - 950 I-H 1135 -946 y' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp_ J-C 224 -21 H-E 515 -439 C - H 505 -428 E - G 225 -41 _ D - H 587 - 588 4001SA38.FF50SIBOB87F 00592€S5'I'S Ift ftM1=tcen ink id as W bf #:aW=1 MArtiae, PE(n'Lk-.B4i=1i?a is zfi swa ahaw Wks a SKA3 smnc#raf�nzca3e. rtz ma copkMal ds m=trt not cmasa ad AVWd=d4=hd =6 C1vs.�:.A3 iv¢nL�aS4svasoda rawton wfdeamrk 1ai: "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI an r7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCS! sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�rL�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 shippinV, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown.. The suitability ' and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. For more information see this iob's aeneral notes oaae and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA www.sbdndu .mm; [CC. www.locsafe.orcl r Job Nu ber: 36CS00033 Ply: 1 SEQN: 6686251 T2 / GABL 4EBB 1 § -Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss L el: D1GE Wgt: 134.4lbs .. / ... 05116/2018 , 1 10'8" 21'4" _ 1 �— T8' --+ 1.4" .j (TYP) l a4X4 21'4" r 1, -1 21'4" 21'4" 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 1 W TCDL: ,, 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 H 999 240 P* 81 / 37 / 39 /- / 11 1256 BOLL: 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 = - Ld:; 37.00 EXP: C HORZ L 0.003 J - - )t BearingB is a rigid surface. NCBCL : 10.00 Mean Height: 15.00 It Code / Misc Criteria Creep Factor: 2.0 Soffit: - 1 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) ' Load D 'ration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: D to h!2 TPI Std: 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)/l0(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: 17.02.02.1208.16 D - E 105 -71 L - M E - F 153 -50 M - N F - G 202 -29 N - O 154 105 74 -43 64 -84 Lumbe' Topch d2x4SP#1 G-H 253 -21 O-P 81 -113 Bot cho 2x4 SP #1 H -1 303 -24 P - Q 27 0 Webs 2 4 SP #3 All plate are 2X4 except as noted. Wind j Membe design based on both MWFRS and C&C. ,I Addit!o al Notes See DNJ�GS A16015ENC101014 & GBLLETIN1014 for gable y ' d bracing and other requirements. STATE qr- ;:'. 40 015A38FF50 81 SO 8B 7F 48 00 99 2E 95 FB **Hts hAskarr.�w Ia tud =;Aad by Fltaa gal Mac�6e .;. PEOL, a an6mmnamda, mad<Wkiaftfisdw r»aasnmt> sduasd mdz Iod arm9 tc.mf d W awpdadmnk mains. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W - V 191 -107 AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 -105 AA-Z 191 -112 S-R 183 -104 Z-Y 192 -113 R-P 175 -103 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 V - K 153 -73 E -AC 101 -74 U - L 100 -73 F-AB 100 -73 T-M 101 -74 G -AA 153 -73 S - N 88 65 H - Z 187 - 83 R - O 174 -103) I-X 0 -162 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly l'd ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 63, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 30A-Z for standard plate positions. of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nce with ANSI1TPI 1, or for handling, shipping, installation and bracing of trusses.A seal an this drawing or cover page ing indicates acceptance of pro essfona7 engineering responsibility solely for the design shown. The suitability thawing for any structure is the responsibility of the Building Designer per ANSII TPI 1 Sec.2. Job Number: 36CS00033 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Truss Label: C1 Ply: 1 SEQN: 668626 / T14 / SPEC Qty: 1 FROM: AH DRW: Wgt:50.4lbs .. / ... 7' 14' 7' 7' C=5X6 N p V -2X4(A1) i i r 0511612018 I I IIILX4 SEAT PLATE REQ. 14' �1 T 7 7' 14' SEAT PLATE REQ. Loading Criteria (pso Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Lee R ! U / Rw / Rh / RL i W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.019 E 999 240 B 593 / 272 1371 / - 1158 / d.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 D 527 / 234 / 304 ! - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS I Des Ld: 37.00 EXP: C HORZ(TL): 0.011E - - Mean Height: 15.00 ft B Min Brg Width Req = 1.5 NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 TCDL: 4.p D Min Brg Width Req = 1.5 psf Bldg Code: FBC 2017 RES Max TC CSI: 0683 Soffit: 2.00 5.0 . psf Bearings B & D are a rigid surface.BCDL: Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.422 Bearings B & D require a seat plate. i Rep Factors Used: Yes Max Web CSI: 0.119 Spacing: 24.0 " C&C Dist a: 3.00 itI ' Maximum Top Chord Forces Per Ply (Ibs) Lac. from endwall: Any FT/RT:20(0)!10(0) Mfg Specified Camber: ChordsTens.Comp.Toor 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 2x4 SP #1 Bot chord 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Wind B-E 598 -536 E-D 598 -536 �I Member design based on both MWFRS and C&C. 104, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. so C - E 311 - 82 a S I.. I _ • 0, ATE 40015A MFF5891B05137F4800992E95FB ' Zhu item lma£v atezua&.ab'} tad`VW $Ailedba maawaMartk j P-1M.Uted4Y'S996nth*dacmltswttabarmusInga5s l, tETiiXat'iS9S2Z:i�l.. a ird 4winaf&& dw==1M motmmi aatd =lad ZtwVa AxW-00.tu2s rAe ntxtr h. n:acd3btema 'a4 tiarir. l#s. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of Component Safety Information, byy TPI anc�'SBCA) tot safety practices prior to pertorming these functions. Installers shall provide BCSI (Building j temporar�yy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections have a propperly B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the bracing this drawing truss in conformance with ANSI�PI 1, or for handling{ shipping, installation and of trusses.A seal on or this drawing indicates responsibility solely for the design shown. cover page_ , The suitability j listing acceptance of pro esslona engineering and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Nu' ber: 36CS00033 Ply: 1 SEQN: 668627 / T3 ! GABL 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss 'be]: C1GE Wgt 78.4 lbs / ... 05/16/2018 7' 14' I f 7 + T i 1-8" 1'4" (TYP) G=4X4 F H 12 6 E I ` oD J w _ i° C K v j=2X4(A1) B L=2X4(A1) i ya A M I V U T S Q P N 14' I -I �1 I 1 14' Loading1 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. IJdefi L/# 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" 84 139 / 40 / - / 12 / 168 BCLL:.' 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 E - - L Min Brg Width Req = - Des Ld EXP: C HORZ L 0.002 E - 37.00 BearingB is rigid surface. a NCBC Mean Height: 15.00 It Code : 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp_ Spacin : 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 -26 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 -66 H -1 157 -48 GCpi: 0.18 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► F-G 221 -17 L-M 27 0 Top ch 'rd 2x4 SP #1 Bot chc Webs 2 rd 2x4 SP 91 c4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ Platin Notes B-V 145 -46 R-Q 164 -49 All plat' s are 2X4 except as noted. V - U 153 -47 Q - P 159 -50 Wind . U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 Membe design based on both MWFRS and C&C. S - R 164 -49 N - L 144 -55 Additic at Notes See DV GS A16015ENC101014 & GBLLETIN1014 for V 1 0, Maximum Gable Forces Per Ply (Ibs) 9 able mind a x bracing and other requirements- (- 9 q -3 Gables Tens.Comp. Gables Tens. Comp_ io G-V 122 -56 Q-H 205 -83 1 D-U 115 -75 P - I 159 -72 414 rz E-T 159 -72 O-J 115 -75 0 F F - S 205 - 83 N - K G - R 13 - 89 122 - 56 Ili# OF 40 01 SA38 FF 58 8180813 7F49 00 99 2E 95 FS 0,1;.item haahreen =aled by Nisi KAmhew,, iL, M.047.E521 an the eassAmern ai¢.vra WiigaSK4 8 I a�a�ent4aari¢rctts9a, ftu ad ccpkiddh dcx-. zxrtarrsa eras emmiis�=dmlad az.o[fsS:.:W.m2. ¢nCea4 er„ am tt a rdf d-eac `ycledvan: avia3_ —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses', eqquire extreme care in fabricating9 handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building fo'r these functions. Installers temporarryy Compo bracing n[ Safety Information, byy TPI and'SBCA) safety practices prior to performing shall provide er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefiy B3, B7 f310, attache rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections or ble. Apply to face truss the Joint -Details, otherwise. Nefer to as appli drawing plates each of and position as shown above and on unless noted 160A-Z for standard plate positions. Alpine, division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in listing t nformance with ANSIlfPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ _ is drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability this drawing for is the the Building Designer ANSI/TPI 1 Sec.2. and us For more i of any structure responsibility of per ormafion see this job's general notes page and these web sites: ALPINE: www.al ineRw.com; TPI: www. inst.o • SBCA: www.sbcindu .com; IM www.icesafe.o I Job Number: 36CS00033 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 / ... 05/16/'2018 1 12 6 C TT 2X4(A1) B d t" SEAT PLATE REQ. 21 2' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL I W B 87 169 1144 ! - 164 / 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 32 / 5 129 / - / - / 1 L5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - C 13 128 / 12 1- I - / 1:5 Des Ld: 37.00 EXP: C HORZ 0.000 D - - ( )TL� Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 00 Mean Height: 16.00 ft CreepFactor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 2. TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.094 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.023 C Min Brg Width Req = - Bearing B 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. r Loc. from endwall: not in 9.00 it FTIRT: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 Ch d T C Ch d T C Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 4001SAW FF558 B0807F4900992E85FO Sfsis 39sm'l�az cfti�Mtta .ors ccA MO=xloo ht wo;ad Wrc 3e (FL. UCAAl3"Sit3 crrt'Via r:�hss�e� as sr�n�..a 533fa�$ we I=tdcaa sxz1tt ra$nEc Crr�ikxs >ii SdiY.�ce aa'st ¢1blaxw&reS anzi a' Ive aaad 3I^,c�risi=tart�s�aa��9ae�s�t�a a�stfir�:i-s�ectmr�ic tl�s. or s ens. omp. or s ens. amp. A-B 13 0 B-C 16 -38 I i Maximum Bot Chord Forces Per Ply (I,bs) Chords Tens.Comp. B-D 0 0 I I I I �i —WARNING * READ AND FOLLOW ALL NOTES ON THIS DRAWING! I i " IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) tsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildln Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI> tPl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of proiessrona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Nu ber: 36CS00033 4EBB 1 28-Cali "D" /DR Horton /4EBB 1828-Cali "D" Truss ' bel: EJ7 TCLL: TCDL: BCLL: BCDL: Des Lc Soffit: Load Top c Bot ct Wind Tt SEAT PLATE REQ. Ply: 1 Qty: 14 Wqt: 23.8 Ibs SEQN: 668629 / T19 / EJAC FROM:AH DRW: C 05/1612018 7' J 7' Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W B 336 / 117 / 259 / - / 173 / 8.0 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA 0.00 Enclosure: Closed Lu: NA Cs' NA VERT(TL): NA D 127 / 20 / 101 / - / - 11.5 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 D - C 171 / 133 191 / - / - / 1.5 37.00 EXP: C HORZ(TL): 0.025 D - Wind reactions based on MWFRS Code / Misc Criteria : 10.00 Mean Height: 15.00 It Creep Factor. 2.0 B Min Big Width Req = 1.5 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.496 D Min Brg Width Re - ation: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.368 C Min Brg Width Req = - Bearing B a rigid surface. 24.0 " C&C Dist a: 3.00 it Re Factors Used: Yes P Max Web CSI: 0.000 r Bearing B requires a seat plate. Loc. from endwall: not in 4.50 It FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0. IS Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) 1 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens Com Chords Tens Corn 2x4 SP #1 2x4 SP #1 based on both MWFRS and C&C. NO 047i,82 IS STAT OF 40015 3EFF5B$4BDBB7F4Bt1099 85FB UU hm h=bem alestam "H Avtdwd r 104by P3arc€�oa iEOL. t¢c.&3Z.Yst(oc, G'ire, 1'e stuseva aasa�ra ar ng a5a§ x ;.iaaa�taca., t.d dims .4dt�,_ d�aza nutcasnidcrad sgpa ,,V*diam[ad ; @APa; 3 aaat3raa rcda Ma kbewifkr immVilvdMni: cx�as: P• P• A-B 27 0 B-C 77 -151 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, I yTPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporary - BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny l7id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. vision of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the iformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability A this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00033 Ply: 1 SEQN: 668630 / T16 / JACK 4EBB 1828-Cali "D" /DR Horton MEBB 1828-Cali "D" Qty: 4 FROM: AH DRW: Truss Label: BJ5 Wgt: 16.8 Ibs / ... 05/16/2018 C 12 6 M i O tp (V C7 M =2X4(A1) B 1 APE I D SEAT PLATE REQ. I 5' 1, 5' 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI 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 263 / 96 1208 / - / 129 ! 18:0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 / 13 170 (- ! - / i1:5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.007 D - - C 119 193 / 62 / - / - / 1:5 Des Ld: 37.00 EXP: C HORZ(fL): 0.008 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor. 2.0 P B Min Brg Width Req = 1.5 D Min Brg Width Req = - Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.309 C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.182 Bearing B a rigid surface. Spacing: 24.0 " P 9� C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 r Bearing B requires a seat plate. i Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Teris. Comp. Lumber A-B 27 0 B-C 53 -120 Top chord 2x4 SP #1 1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 1 .., i 041 v No 04111V2 STAT 10 SUM # 40015A 3&FF 5B B31 Btl BB IF48 00 39.2E85 FB gi»is Irami� �ktt�oaasa�jad5 rled€ty rRasxaz3 fAarthsea, , il".t4iCKift�'44C udcopkidthk d%A�not ds ,=d, Ind aisz;Ysi: ax�tsenttasr�9e c9usrba�3.cueaadcctma�: I -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV TPI anc7'SBCA) for safety practices pnorto performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachecJ rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ insTalled per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to i drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin�tL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the this drawing truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on or cover page listing this drawingg indicates acceptance of professions engmeen responsibility solely for the design shown. The suitability this drawing for structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. and use of any Far more information see this'oYs general notes page and these web sites: ALPINE: www.al inedw.com`TPI: www. inst.o ; SBCA www.sbcindustry.com ]CC: www.iccsafe.or Job Nui iber; 36CS00033 Ply: 1 SEQN: 668631 / T17 / JACK 4EBB 1 28-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 4 FROM: AH DRW: Truss L Ibel: BJ3 Wgt:12.6Ibs .. / ... 05/16/2018 i C 12 6 M O � 2X4(A1) B M (V T A D SEAT PLATE REQ. 3' 3' Loadin Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 193 176 / 162 / - / 86 / 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 51 16 / 41 / - /- / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.003 D C 64 / 51 / 30 / - /- / 1.5 Des Ld: ' 37.00 ': EXP: C Mean Height: 15.00 it HORZ L 0.003 D - - (T )� Wind reactions based on MWFRS B Min Brg Width Req = 1.5 NCBCL 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor2.0 . D Min Brg Width Req = - Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.174 C Min Brg Width Req = - Load D tion: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.072 Bearing B is a rigid surface. Spacingi 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Rep Max Web CSI: 0.000 B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber', A-B 27 0 B-C 29 -105 Top cho 2x4 SP #1 Bot cho 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 r11- wo ,. ZIr STATEur 40 40015A38EF5881BOBB7F 48 00992EE5F5 T3tl ltairie $t?3 EL18 C.12Zr 1 flti' idh9IVdb''j MIUA Wn z "SN'u�. atszlant�edatasrnwaacmesu gasxA: enric�.t€esarx:da. Pmudccpraftfisdtxu=A=cat cmei&mdst�wkdsealed w4d ttsc..WAA Acntratirn vndemL�t tAvwifo-d mssyd¢-tmr& raOas. 'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses Compon�i bracing per "qquire extreme care in fabricating, handiin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building 7 Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attached as appii 'ppid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections 83, B7 or 610, 'ble. Apply to each face. of truss and as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings plates position 160A-Z for standard plate positions. 'I Alpine, a ivision of ITW Buildincqi.Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the f installation bracing this drawing truss in listing th nformance with ANSUtPI 1, or for handling shipping, and of trusses.A seal on or cover page, , s drawing indicates acceptance of professions engineeringg responsibility solely for the design shown. The suitability and use �Iof this drawing for any structure is the responsibility of the auilding Designer per ANSIITPI 1 Sec.2. For more in Oration see this iob's eneral notes page and these web sties: ALPINE: www.al inedw.com: TPI: www. inst.o : SBCP: www.sbcindu .com; [CC: www.iomafe.e 0 Job Number: 4EBB 1828-Ca6CD O/DR Horton /4EBB 1828-Cali "D" I �L 112 Ibs / 05/16/2018 FROM: AH 632 / T18 / JACK I DRW:I Truss Label: BJ1 4"3 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 D Des d:: Mean Height: 15.00 ft .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C 0 12 6 C 2X4(A1) B SEAT PLATE REQ. M o to C'7 1 1' Snow Criteria (Pg,Pf in PSF) Def11CS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 150 177 / 145 / - / 42 / 8.0 Lu: NA Cs: NA VERT(TL): NA` D 11 110 118 /- /- / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - - C -14 / 28 / 25 / - / - / 1.5 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.163 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)110(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Ch d T C Ch d T C 40015At38FF 5B BI SDBB 7F48 00 99 ZE S5 FB3 3i9r itemrias&!cen ekedrunfea�ys�fadaxa9 sealed hat rdLyswr9 rafartt:a�w; r�£(Ft..tit.�t3.t92t aksthedaSasAflr�rtaLae^.t<igasNtvi atrdiian�attcas�x9e. Px`�tndc x�rChss dottr,�.r�stm mot wAsi ed s%n4dmds lad a»d tfisn 3anGaca:e mu.[ @a�uifiad� aapdcctmrsk ra�Ias: or s ens, omp. or s ens. omp. A-B 27 0 B-C 28 -19 i Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! I —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachuripid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TP11 Sec.2. Pn — int fl— _— thie dnh'e nan 1 mt— nano and these weh cites At PIMP w alnineitw mm: TPI- www.minst.cm: SBCA: wwwsbdndustN.mm: ICC: www.1ccsafe.om Job Nuober. 36CS00033 4EBB 28-Cali "D" /DR Horton MEBB 1828-Cali "D" Truss Label: CJ7 6'3" 6'3" SEAT PLATE REQ. Ply: 1 Qty: 2 Wgt: 42.0 Ibs SEQN: 668634 / T21 / HIP_ FROM: AH 911011 3'7" DRW: 05/1612018 6'1"4 T 3'2" i6"11 6'1"4 9'3"4 9'101 Loadin Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 B 330 1208 l - / - ! - / 10.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 1175 / - 10 / 0 / 1.5 BCDL:10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - /- /- /1.5 EXP: C HORZ L 0.008 F - - Wind reactions based on MWFRS NCB Des C 37.00 Mean Height: 15.00 ft Code ! Misc Criteria Creep ) Factor. 2.0 B Min Brg Width Req = 1.5 L: 10.00 P TCDL: 42 psf E Min Brg Width Req = Soffit: 'I 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.241 P D Min Brg Width Req = Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.326 S acin 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.256 Bearing B a rigid surface. � P Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Types): 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. Lumb11, A-B 14 -11 C-D 55 -72 Top ch 2x4 SP #1 B - C 330 -650 Bot ch2x4 SP 91 Webs 21.4 SP #3 1 Maximum Bot Chord Forces Per Ply (Ibs) Special, Loads Chords Tens.Comp. Chords Tens. Comp. ---(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) B - G 604 -290 F - E 0 0 TC: Frpm 0 plf at -1.41 to 55 plf at 0.00 G - F 591 -288 TC: Fr 6 2 plf at 0.00 to 2 plf at 9.84 , BC: F m 0 plf at -1.41 to 4 plf at 0.00 • ,.MAP BC: F m 2 plf at 0.00 to 2 plf at 9.84 e �- Maximum Web Forces Per Ply (Ibs) TC: J71b Conc. Load at 1.41 Webs Tens.Comp. Webs Tens. Camp. TC: 1 8 lb Conc. Load at 4.24y kk TC: 8 lb Conc. Load at 7.07 G - C 286 -47 C - F 345 -709 BC: 33 lb Conc. Load at 1.41 No 047182 BC: 163 lb Conc. Load at 4.24 BC: 1 9 lb Conc. Load at 7.07 Ato Wind Wind rods and reactions based on MWFRS. �rft µ• SERIAL. 40 01 SA38 FF 58 81 S0 813 7F48 00 99, 2E 85 FB rt4i ftm has Bern cleera*a yOVad znd=afad by va"tl Marihma, FE (FL. Lir_GSJi92! an lhs8ams sfeBwn'aCm n L ing a SMA-1 aathenda.aien CCd& 71bud cvp=01`045sealed oral itt& U.A.» authe.6mi"vade nr tb evafw Mawjd tdaW_ CE iPkL -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses iequire extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Compon ,n[ Safety Information, byy TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherw!se,toP chord shall have properly attached structural sheathing and bottom chord shall have a properly attache�jigld ceiling Locations shown far permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 cr 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawing" rawing I160A-Z for standard plate positions. Alpine, a;tlivision of VX Buildi hComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in nformance with ANSIgPI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page. , listing t s drawing indicates acceptance of professwnag engineering responsibility solely for the design shown. The suitability and us of this 9iawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more intf Donation see this lob's oeneral notes oaae and these web siles: ALPINE: www.alninedw.com: TPI: www.toinst.om: SBCA wwwsbdndustrv.com: ICC: www.iccsafe.om Gable Stud Reinforcement Detail ASCE 7-101- 160 mph Wind Speed, 15'- Mean He.ight_,-_Enclos-e_d, Exposure C, Kzt _= 1,00 Ort 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Oro 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1.00 n.., tan m.r.w ldtr,+ s..00a_ 15' Momw I4MrIit. Partinlly Fnclnsed. Exoosure D. Kzt = 1.00 S Gable Vertical Spacing Species Grade 2x4 BraceF318- (1) lx4 'L' Brace w (1) 2x4 'L' Brace %l (2) 2x4 'L' Brace w (1) 2x6 'L' Brace w (2) 2x6 'L' Brace w Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 6' 7' 6' 10' 7' 9' B' t' 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' US P F #3 5' 9' 6' 2' 7' 8' 7' 11' 9'1'9' 6' 12' 0'12' 6' 14' 0' 14' 0' 5' 9' 6' 1' 7' 8' 7' It' 9'1'9'6'12' 0' 12' 6' 14' 0' 14' 0' OHFStud 1 Standard 4' 11' 5' 3' 6' 7' 7' V 8' it, 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 1 7' 10' 8' 2' 1 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' -� S P #2 3' to, 6' 7' 6' 10' 1 7' 9' e' 1' 9' 3' 9' 7' 1 12' 2' 12' 8' 14' 0' 14' 0' 14- (U I D fc L #3 3' 9' 5' 3' 5' 7' 6' it' 7' 5' 9' 2' 9' 7' to, 11' 11' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 1 6' 11' 7' 5' 9' 2' 9' 7' to, Ill 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' it, 9' 8' 10' 4' 13' V 14' 0' % #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13, 11' 14' 0' 14' 0' 14' 0' _ S P F #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10• 13' 9' 14' 0' 14' 0' 14' 0' U Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9'. 14' 0' 14' 0' 14' 0' i O H F Standard 4' 2' 6' V 6' 5' 8' 1' B' B' 10, 5' 10' 10, 12, 8' 13' 7' 14' 0' 14' 0' "1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13' It' 14' 0' 14' 0' 14' 0' D F L # 3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' 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' t0' 2' to, 10, it, 10' 12' 7' 14' 0' 14' 0' 0 #1 / #2 4' 10' B' 3' 8' 7' 9' 9' t0' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' Ill 6' 12, 0' 14' 0' 14' 0' 14' 0' 14, 0' LJ Stud 4' 7' 8' -2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O H F Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1. 5' 1' 8' 5' 8' B. 9' 11' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12, i' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 140' 7- 011 01y D F L Stud 4' 9' 7' 4' 7' 10, 9' 8' 10, 1' It, 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' II' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0- ble Truss Diagonal brace option! T vertical length may be doubled when diagonal Is, X brace Is used. Connect L diagonal brace for 60011 of each end. Max web Brace total length Is 14'. 31E 31E 2x6 DF-L #2 or better diagonal T TII Vertical length shown braces single 8' In table above. I or double cut L 1 45' (as shown) at upper end. Connect diagona-1 at midpoint of vertical wet t�o LS- AN RW COMPANY 13389 Lakefront Drive Earth City, MO 63045 L11y , Refer to chart above I wwVARNpICAe READ AMD Fn.LOV ALL hilfES-OI TMIS DRAVIMt3 wwDNQl7ANTww FL#itUSH THIS DRAVMG TD ALL COtliRACTORS DIMUDIM THE BATALLERS. Trusses require extreme care In fabricating, handing, •shtpVng, installing and brecng. Welt to and plow the latest edition of SCSI (Bu4dino Component Safety Information, by TPI and SBCA) fwksAfety 'actwAs prior to perfarhng these functions. InstuUers shall provide temporary bran' per SL less noted otherwise, top chord shalt have property attached structural sheathl.0 and bo drord .it have a properly attached rigid telling. Locations shown For perronent lateral restraint of webs !all have bracing Installed per =1 sections B3, 87 or B10, as applicable. Apply plates to each Pace ' truss and W1wtion as shown above and on the Joint Details, unless twtetl otherwise. !fer to drnwvps 16DA-Z for standard plate posltl n Alpine, a division of ITV Buad,7 Components Group Inc shall not be responsible for ony deviation from is drawing, any Failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping. MaMtbm 6 bracing of trusses. A seat on this draWp or cover poet Ustteg this drawe,g, bMkates acceptance of profeSSIN l Gineerkp responsOtRl4tyy solely for the design shown The stdtalxUty and use of this Wowing r any structure Is dw responsibility of the BuRdkV Deslpxr per AMSLIPI 1 Set2 For more Information see this Job's general notes page and these web sitev ALPME, wewalpheltw.coni TPI- www.tpinstargl SBCA, www.sbcindo try.orgl Mc. www)ccsafe.org w ® ��� `mo Bracing roup Species and Grades - Group AI S ruce-Pine-Fir Hem -Fir #I / #8 Stnndnrd #2 Stud #3 Stud #3 Standard ➢ou las Flr-Larch Southern Pinewww #3 03 Stud Stud Standard Standard Group Bi Hen -Fir #1 & Btr #1 Do u las Flr-Larch Southern Plnewww #1 #1 #2 #2 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 may be used with these nrftdM Gable Truss Detail Notes, Vind Load deflection criterion Is L/240. Provide uplift, connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach IV braces with 10d (0.128'x3.0' min) nails. )il For (1) 'L' brace, space nails at 2' ox, In IS' end zones and 4' MC. between zones. )K)KFor (2) 'L' braces! space nails at 3' o,c. In IS, end zones and 6' o.c between zones. 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes vertical Lennth No S Ilce Less than 4' 0' 2x3 Greater than 4' 01, but U less than 11' 6' Greater than 11' 6' 4X4 + ReFer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. TOT, LD, 60 PSF X. SPACING 24,0' REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Gable Stud Reinf orcement Detail ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nrr i;>d rani, Wind Szr ad. 3n' Mann Hwlnht. Partially Fncin-4. Fxnna ❑. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) Ix4 'L' Brace 0 (1) 2x4 'L' Brace x (2) 2x4 'L' Brace O (1) 2x6 'L' Brace +l (2) 2x6 'L' Brace NO Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' P. 11' 7' 12, 0' 13, 9' 14' 0' P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' e' 8' 9' 1' 11' 3' 11' ill 13' 7' 14' 0' US u C Stud 3' 6' S' 4' S' 8' 7' 2' 7' 7' 8' 8' 9' t' 11' 2' 11' 11' 13' 7' 14' 0' O fl r Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' ill 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9131 11' 9' 12' 2' 13' IV 14' 0' of D F L #2 3' W 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 1 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10' 10- 138' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' ill 8' 9' 9' 1' 10' 1' to, to, 13' 8' 14' 0' dI Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' it, 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' e' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' U u Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' O I� F Standard 4' 0' 5' 8' 6' 0' 7' 6' B' 0' 9' 11' 10' 4' 11' 10, 12, 8' 14' 0' 14' 0' Qj #1 4' 5' 7' 3' 7' 6' 1 8' 7- 8' ill 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' V S P 52 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13, 3' 13' 9' 14' 0' 14' 0' 11 #3 4' V 5' ill 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' QJ ° D F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' S' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' it, 0' it, 9' 14' 0' 14' 0' #1 / #2 4' 8' 1 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' it, 6' 14' 0' 14' 0' 14' 0' 14, 0' l5 S P F #3J45"' 7' 7' e' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' J Stud7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O F Standar6' 6' 6' IV 8' 8' 9' 3' 10, ill 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X S P 01 e, 0' e' 3' 9' 5' 9' 9' 11' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' #27' 11' 8' 2' 9' 4' 9' e' ill 1' ill 6' 14' 0' 14' 0' 14' 0' 14' 0' d #36' 10' 7' 3' 9' 1' 9' 7' ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 011 D F L Stud6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standar6' 1' 6' 5' 8' 1' 8' 7' 10, 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' Aboutj�. able Truss Diagonal brace option vertical length may be T doubled when diagonal 18' 3# brace is used Connect L diagonal brace for 690# T at each end. Max web Brace total length Is 14'. ii(ill 2x6 DF-L q2 or better diagonal 1r Vertical length shown I braces single e' In table above, or double cut 45' (as shown) atrl L. 1 upper end. ntinuaus Bearing Connect dlagana at SI111Id... midpoint of vertical web. Refer to chart above for max gs+AYe rgLL 7VARN1NIdrr READ AND FOLLOW ALL NOTES ON THIS DRAVWGI �ISW i erDWORTANT4 ruRNISN THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require a theme care In Fohrkating, handling, shlpphg. Installing and bracing. Refer to and EN ,.ft.fdr the latest edtlon of SCSI (BURdng Component Safety Information, by TPI and SBCA) Par safety l practices prior to p-loming these functions. Installers shalt provide temporary brads per SCSI. Unless noted otherwise, top chard shall have properly att-hed structural sheathing and bottom :hard Z No shall have a properly attached rigid celling. Locations shown for permanent lateral restraint of webs shalt have bracng installer! per SCSI sections B3, B7 er RIO, as applicable. Apply plates to each face Q I1 IL_J1� IT—, Re truss and drawings 16D horn above and to the Jabs Detnls, unless noted otherwise. = 7R III�ItJr =+ ILr�— Refer to drnrinps 160A-Z for standard plots posltbns. Alpine, n dHislon of ITV Buttdng Components Group Inc shalt not be r,.ponslbl. for any tlevlatlon fro, ATE OF AN TTWCOMPANY this drorbhg, any failure to build the truss in cenfor .— eith ANSI/TPl 1, or for hendOnp, hip. .Q — A seal ai tfirs- a or StSlp-thlfdru "vet,-i,deatesaccapta,ea-ohAs dr mgheeAng responsShNty solely Pv the design sham. The suitability and use of this tlrprinp i for any structure Is the respansOJUty of the ZIOI Designer per ANSVTPI I Seel 13389 Laketroat Drive y/Jb e Earth City, MO 63045 For pore Infornaticn see this Job's SBCAjandnotes page athese web sites, AIPWEr rrr.atpineltr.cael TPDhnor r.tpinetpj SBCN rrr.sbcindustry.orgd ICO nrleesafaarg W Bracing Group Species and Grades, Group At S ruce-Pine-Fir Hen-Flr #1 / 02 istandard #2 Stud #3 Stud #3 Stcndnrd ➢ou tns Flr-Larch Southern PlneWXM #3 #3 Stud Stud Standard Stnndnrd Group Bi Hen -Fir #1 g Btr #1 Dou las Fir -larch Southern Plnexx>< #i #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). rwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades, Gable I russ 1letail Notesi Wind Load deflection criterion is L/240. Provide uplift connections for 135 ptf over continuous bearing <5 psf TC Dead Load), Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang, Attach 'L' braces with Lod <0.128'x3.0' min) nits. )K For (1) 'L' bracer space malls at 2' o,c, In IS' end zones and 4' o.c, between zones. X)KFor (2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c, between zones. 'L' bracIng must be a minimum of BOX of web nember length. Gable Vertical Plate Sizes Vertical Len th No Splice Less than 4' 0'1 2X4 Greater than 4' 0', but I 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 TOT, LD, 60 PSF MAX. SPACING 24,0' 'T' Rein r Gable Truss Gable Detail For Let-ln--Vertical-s- If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace Is 90% of member length. -- __ Gable Truss -Plate Sizes - Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. (E)Refer to Engineered truss design for peak, splice, web, and heel plates. Gable vertical length ®If gable vertical plates overlap, use a + greater than 48' 'L' single plate that covers the total area of or 'T' brace required the overtopped plates to span the web, scQ6 + Exnmple= 2X4 �0 2X4 2X8 p�oR 'T' Reinforcement Attachment Detail A., m 'T' Reinforcing 'T' Reinforcing Member Member f Toe -nail - Dr - End -nil vNo 'L' or 'T' 1 brace required t. In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design vertical length greater than Attach each 'T' reinforcing member with 48' 'L' or 'T' brace required End Driven Nails= 10d Common C0,148'x 3.',min) Nails at 4' o,c. plus (4) naps In the top and bottom chords. Toenalled Nails, 10d Common (0.148'x3',min) Toenails at 4' o.c. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, AU015051014, A10015051014, A14015051014, A13030051014, A12030051014, AU030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC10IM4, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED10IM4, A11530ENC103014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDIM014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Example! ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' 'T' Relnf. Mbr. Size '.T' Increase 2x4 30 Y. 2ic6 20 mVARNvaza READ AND FUMN ALL NTIM @i THIS BRAvnwi ,,,,,,, '+a, REF LET —IN VERT ws�TANTwe RWIISH THIS BRAwk Tu ALL cumn Ac m mmuiB'1G THE BVSTALLERS. + DATE 1O/Ol/14 ^ Trusses require extreme care In fabricating, hondlhg shlpphp, Inst*IUN and bracing. Refer to and foltor the latest Mdai oP B Cor�ponant U�fanwtlan, kry TPI and SBCA) for snF®ty �'?'-•'rr se f tt r prnctices prior to these -top g these funetlons. Lnstntlers shnN provYle to br�dnp par BCSL top button laz S Na C-a' isZ ? e UMass rested wi e. shall propery attached structural p nrxr ' DRWG GBLLETIN1O14 m property ce ng. webs shop have n property attached rgla ceGhG Locntgns shorn for pernanmt late at restraint of cabs a stint hradr�a Y=stallad BCSI sections B3, 87 or as apWlcable. Apply to cad+ face I7 I� ll� IIIL- o lU\iji per ptntes Dme,etails, of truss and as shorn above and an the loMt DetMs, wtess rroted otheMse. truss �-Opx STATE qgy r�ruh �O ppootion Refer to eYawnps 160A-Z for standard plate positions. ':rPl,tl R�g9 `. AN ITYV COMPANY Alpine, a division of ITV Buldrg Components Group Inc shall not be responsible for any deviation from thus drarinp, failure to build the truss in ANSI/TPI I, for handllnp, "„" #'' any convormance with or shipping, hctallatlon b bracing of trusses, usewmsuewvz A seal an this drowft or coverp¢pe I sOV this drowInW IMcates acceptance of professional dn++w engr� rlg�remae�6ltLv ehkwly for the sihown The sunebrahrI i nawsnsasre MAX. TOT, LD. 60 PSF DUR, FAC. ANY 133891.akelsnllkim r w>1Partebi0h thane ftswar per a.� a _... . . MAX, SPACING 24,0' F0)C8y.M0MM For more b=formntlon see this job's ventral notes papa these web site n -' ALPINE! wwwatpteftcomi TPI. www.tpInst,argl SBCA awesbcYdtus cr81 SO wwwlccsefe,org W, 'R' 0 Hip Frame, 'R' Hip frame stops at plumb cut of jacks to maintain pitch continuity. x Hip frame lumber Is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better, Hip Frame Details See Engineer's sealed design for setback, Lumber, plating, loading, and duration factor required, Hip frame chords may be trimmed up to 2' to fit, purlins must be intact and properly attached. Hip Frame n c cl < —#1 Hip Pitched and Sheathed Chord Area - WHip Framex B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0.131'x3.5' nails Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5' nails @ 6' o,c, maximum spacing, �— Setback — Stepped Hip System Trusses Use this detail for, Hip Frame -provided by truss manufacturer, ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip frame is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hot, Partially Enclosed, Exp D, or chords of hip frame system where indicated, Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So, Pine lumber. ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structur nnels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hi�t�t � fu��;tins. � .rVARMVam READ AHD FALLOW ALL NUTES ON THIS DRAVM ssMPORTANTu FURNISH THIS DRAVM6 TO ALL CONTRACTORS MCLUDMO THE INSTALLERS. Trusses require extreme care In fabricating, handling, SHPPing, Installing and brae:". Refer to and GIN 1f, % t Y c1 l 1 �\ cS� �`` REF HIP FRAME DATE 10/01/14 follor the latest etlKion of SCSI OU1.11rg Conponent Safety Infornnt=, by TPI wid SSW far safety praetkes prior to perForNnO these functions. Installers stall provide tempoe bradn0 per SCSI. Uniesa rated otherbdse, top chard shall Mve property otWched structural sheathing and button hard shad have a properly nttnchatl rigid Gelling LOCatbnL cYam for pernanent lateral rectretnt of tabs, � No 1 i = DRWG HIPFR1801014 ^ Q �r1� t 1'r�J�l shall have braWO instnlletl per HCSI sections 83, 87 or HIO, ns epplicable. Appty plates to each Foce of truss and positlon as shown above and on the Joint Hetn0.s, urAess rated otherxlse. = / AaiE �F U Refer to dra gs 160A-Z for stand rd plate Positlons. Alp4be, a dlvtslon of [TV HuHdIng Components group ina shalt not be responsible for any deviation from �Q S ' !(�/ Q^ ,4p1ITTNdOMPA1�Y tNs drorNO, orry falvre to bold the truss In conForraroe rith ANSLTPI 1, or for g. shipping. Instaftatlan 6 bracino of trusses. _ _ t//�`ti �7 'c.. %rwe lJ R Ifa�r an iy a ru�cbrr t 11, :el Fthe de the 0M-nno DrslOns* Pery end use of th 13380 Lakefront Drive ANSVTPI 1 c= Earth City, MO 63045 For Pwre ialt.catlon see this Job's general notes Page and these reb ALPINE, rvnlohwtr.can, TPD nr.tpinstor0l SBCAi nacbdntlustry,orgi ICQ n Valley Detait - ASCE 7-10: 160 -inph; 30'--Me-ah—Hei-g�—,Encl6-sed, Exp, C, Kzt=1,00 -_ Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. )K)K Attach each valley to every supporting truss with( (2) 16d box (0.135' x 3.5') nails toe-naited for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1,00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o,c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with; 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 purtin spacing as specified on Engineer's sealed design, *xw Note that the purtin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. 4X4 12 3X4 12 M� Valle Spacing 2X4 / 2X4nx. X4 Pitched Cut Square Cut Stubbed Valley Optional Hip f--- 8-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail Valley Valley 4,�Xr�p4� Toe -+aped III III /I\ 1 I I I r1...1,...1.,,.(Tl..til I. 20-0-0 (++) -� Supporting trusses at 24' o.c, maximum spacing, _JW0RTMTe%� ■■ WA�� Mn VELUMM HE MM �.` �F1- Jv=�1 + '.,, TC LL 30 30 40PSF REF VALLEY_ DETAIL Trusxes regtdr trans can In fabrkotkq, handUng. shlpphg, lnstelft and brodng RePwr to and r� 'd iollcw the lateeteedttlon of SCSI GAdng Canponent Safety lnfornatbn, by TPI and SBCA) for safety : \l<id. AI,'W�C DL 20 15 7PSF DATE 10/O1/2014 practkea Prior to perforNng- functions. Installers shalt provWe terytwnry brodn0 per BCSL g DL 10 10 10 PSF DRWG VAL160101014 WI s noted otherwise, top chord shall hove properly attoelved s4ruet_aJ henthkp and button ehartl ®, re shall have a properly attad»d rigid ceNng. Locations shown far Pernvtent !sterol restraint of ebs �� shalt have beadl bstatted per SCSI sectlo s B3, B7 or R10, as ATImble. Apply plates to eotli face t~ LL 0 0 0 PSF A LI 0 rg of truss ord Postbn as for above and an the .btnt B.tMs, utYeas noted otherwise. — U— Refer to d' d P_ an .. for sta above plate pastlans. Alpha, a dvWon of 1TV Bull�tp Conponents Grouupp Inc. shalt not be nsponsibb for any deviotbn from TOT, LD. 60 55 57PSF AN IT4VcoMPANY this drawg, any foRure to bua the truss In wiornonce with ANSI/TPI 1, or for handUng, shlppIng, ATE OF InstaUatbn L brodng of trusses. A% A seal on this drawkig or cover page UstYtB this drowing, kidtrnetes acceptance of professional >> r' roSpons�flty safety far the design shown The m , a,•1 use of this dmvkig .� (,} 4 R t .�� �{� UR.FAC.1.25/1.33 1.15 1.15 1J389 Laka(ronl0rive for n'ry�s cMre Is the nsPorsbPtty of the BWr6ip eestwn per ASUTPI 1 Sec2. ' 1 j� �+ 1338 CUy,tA WO'N. For hare W.—tlon see tuts job's general notes page and these web sites+ it`�, te,>,�� SPACING 24.0' 63045 ALPINF, ww•alalnelbcont TPI. www.tabtst.wnt SBCAt wwssbeindustrvornt IM www.kesof.—O /i, l.t1Ai lum Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160' mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere in roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Note- Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Enolneer's sealed truss design drawing for planvback and base truss specifications, Detail A i Purlin Spacing = 24' oici or less 12 ends ana ai c t max u.c. 5puonq in cite ween. Detail B l Purlin Spacing > 24' oic, 12 Up to 12 V Piggyback cap truss slant nailed to all top chord purtin 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 IOd box nails (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0,135'x3.5'). 4' \\ I I \\ I I I I CFull hord Fiat top chord purllns required at Purlin Sparing > 24' o.c, max LT'olp Chord Scob (Typical Each End) Depth both ends, purlin spacing > 24' o,c. Notes If purllns or sheathing are not specified an the flat top of the base truss, purllns must be Installed at 24' o.c. max, and use Detail A. "WARNIN13" READ AND FOLLOW ALL NOTES EN TM DRAVM -WORTANTwr FLWW THIS DRAVM TO ALL CRITRACTDRS VICLUDWG THE NSTALLER& Trusses require extreme care In fabrlcatina, handling, shipping, Installing and brocha. Refer to and follow the latest edition of BCSI Buldlno Component Safety Information, by TPI and SBCA) for safety proetkes prior to perfeenIng these functions. Installers snail provido temporary bracing per BCSI. N V,f� Unless noted otherwise, top hard shad have property attached structural sheathing and d bottom chard \� 11 'Moll have a properly attached rigid ceding. Locations shown Par permanent lateral restraint of webs shot( have and rs Installed per BCSabove and an ➢h Joint or BID,Det unleappliss le.no Appoty pintos to each faco - d IILIr�� Re truss dra pg. 16O ns shown above ana on the .M.Detnls, unless noted therNse. Refer to drawings t60A-Z for standard plate posltbns. At pine, a division of 1TV Mdtg Components Group Inc, shad not be responsible far any devlatlon front+ -0 p7• AN ITWWWANY 4 drawing, any failure to bald the truss In conformance with ANSI/TPI 1, or for handling. suppIng, i 73 3N_ ©r Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails <0.135'x3.5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of IOd box nails (0.128'0') at 4' o.c. Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135'x3,5'). The top chord #3 grade 2x4 scab may be replaced with either of the Followingi (1) 3X8 Trulox plate attached with (8) 0,120'xl.375' nails, (4) Into cap TC & (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl.375' nails. Note- Nulling 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 3XIO Trulax plates for 2x6 and larger chord members. Attach to each face a 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 (8) bd 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 #2, full chord depth scabs (each face). Attach a 8' o.c. with (6) 10d box nalls (0,128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave pigggyback plate to each face @ 8' o,c, Attach 'Eeeth to pi9g back at time of fabrication. Attach to supposing truss with (4) 0.120'xl,375' nails per face per ply. Piggyback plates may be staggered 4' o.c, front to back faces. for any struettre Is the r•esparmtbsity oe the —WV t—Oner Per ,vuvrra a sere. 4P `(�• •�,' Earth City, MO Drive p Earth Ciry,M063045 For none Information sat this job's general notes page and these web sites $ �/©�j i1 \\\` SPACING 24.0' ALPIKI nwalpineltv.conl TPI, rnatpbxtorai SBCM wrv.sbcMdustryorgl ICO wrrJccsofoarg E/, L EF PIGGYBACK ATE 10/01/14 RWG PB160101014 DNIOVdS �.@0 r ►. ++ 9..c,dosvK..a oat reao•�Crasnpwa9s•.a. rt 1&,o•�,wdr•.. qd1 lw>'.a� wdio.,.. ��rud9v ,7 �( 5DOE90W'dl!7 Ws3 {/ +'� .s,lis 9e, n,w> pUo ,Hod SJ>ou lwaua6 s,9o(• sryp aes uoliowo w e.aou .m soup luogaHel6HEEl 'i�aS i Idwmv +w +a1+85aa Qwvi aw> do xu vw--dsaa Ruo ,�vd ` p �j r m4—p sM de asn puv Rilu9aiFls ayy woys v01saP ayy .j gales � a �d� '�nQ •���' A Q I Ll x� Iwayss•dwd do awgd= as;ozpw 6w.vsp slwl awlsH Md aanw b ew.i vn Wa��otlsaau" s aNtlu v •6wdtRyt 'Bu�Ipuoy .md �o ' , a�uou�o uo� seal.+ 'sassru4. do WPI +q 9 ugivlla>sw Lei — I IdIASNV wil d w i awl 9 al amws �� eI'- swi ANVdW DNW NY 3Sd Q7 '10 ueu/ �m>oMap Cun �d al9suadsa+ a9 iou IIo4s suI daonJ .iwuoeuoa lme ALI de �aqm +wdla •suolyl 41. a>old PuA*q.. +od S. - s9irp.. o> uad,a 3Sd 11 3� as -id io palou mi 5v '019 SwW eyi uo pw anSla uaays ll w}soodd puo ssn+> iv end 4-oa o; sa>old .Addy •epryaNdo so 'O18 �a CH 'EH suop�as IS�g red pallo;sw BuPo.q env4 livws sqa, do ;ury.t}sau )wa;vl }uawwad mod uaoys svo�;wok •Owna� Iry01.i pay�o;}o .tl.+ado.N v ano4 llvys q vimnsa-ioaa gm8a 3Sd �Q ,� P+aw ua>lo9 Puv Wppvays launi�nu}s Pa4�olio Rluadoud snow Claws Pua4o do; •asi,uayio Pa>ou asalu((ll 6:S dawodua} apinwd 1, s.+allgsul •swgwnd nayy 8uryuodrad o> rgad s,�i�v.,d ltlP. , Idl •C9 'uopvuuodul .iledoS ;uauoduva Evytmg) ISaH io uvw6!a isayol aril ,vlloi bT/T0/0T 31V(I 3Sd 1Q 31•ew�o+9 P+a eumo>sw awddn,s 6u1 Waw 6wioa+9od w ,uNixa .ww., ea.s�,i -1.scgnS N-10 AM 3Sd �1 �l ///n��� �3���```saarrrolsrtt ollaAVdH� M M S3MINN TW A^p��m+v � --MMN y'nwwytlna°.. 7" .dulaa goos -L4:.6ual dagwaw qam do /og wnwlulw o sl uagwaw 6ul=)jodulab •o•o ,g }o sllou (ulw'.O'Ex.82T'O) POT t4lm 4:)D44y a�od ,dad goos (l) uDgl. a dow ON 'qam do a:)od aplm o} (s)goos Alddy ,q.uawa:),.40Ju18�j gnaS 'dula?J,1 'dula2J-1 N}6ual ,dagwaw qam jo /08 wnwlulw o sl uagwaw 6ul:).dodulab •:)'o ,9 ,p) sllou (ulw'.0'Ex.BaT'o) POT 44Im Noo44y V4uu'ja�j-j 3 mo.d.aou qam do apis 4a4:•la oa. Alddy I�uawaa.�OJuia�-� 40 :.u43waaJOJuiad-1 .qaM do aDod yooa o:. goos (T) Alddy 'qam do aood aplm uo gvos ua}ua3 OK) •u61sap paloas s,uaaul6u3 uo aslmuat4O paldl:)ads ssalun daolwaw qam uoN} iaq.:_aq uo apo.d6 puo saloads awns aq o:� }uawaDuodula d gvos .ao 'q uawao.aojujaa-1 '}uawa:)uodula d-1 OK)9x2-2 9x2 sMO,d 2 Sx2 8x2-1 9x2 Mou T 8x2 olObx2_2 9x2 sMO.a 2 9x2 9xa-T tixa Mo.d T 9x2 6x2-a 9xa smo.d 2 yxa Jo Ex2 tixa-T f/x2 mod l qx2 uo Exa dulaN qo:)S dulad -1 uo -1 }ulo da sad azls quawaoa.dodula21 anly.ou.da}ly N13 paldpads .dagwaN qaM -adA4. }uawao,do3ula,d aa.vl.ddo.dddo Na lm u6lsap un.d—a.d 4.uawa:)jo fula d and;ouua}lo wnwlulw uod 'anla.on.dasuoo aq AiDw molaq },,xoNo ul paldpads q uawao,dodula d anl}ou da}ly •;.uawa:).dodula.d goos .do :.uawaoauodula.4-1 ,do }uawao.do,fula.d-j o:. su6lsap papas Ald al6uls uo umolgs 2113 paldpads ay} 6ul6uo4o dod algtiollddo Aluo sl llojap s141 lsa4-ON •pa.dlsap sl poy}aw }uawao.dodul" qam and}vu.daT-lo uo }nq u6lsap ssnu} o uo pa13loads sl (N13) j-ulo.d}sail lo.4a}o1 snonulq uo3 o uaLlm pasn aq on, sl llo}ap slNl Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces May be Increased for or web member. This design Is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed, Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and spPecies as damaged member. Apply one scab per face. Mfnlmum side member Length(s) = (2XI-) + (B) Scab member length (S) must be within the broken panel. Noll Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered. Nall into 2x6 members using three (3) rows at 4' o.c„ rows staggered, Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is Limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads. S L L 4' O C --� Typical ~ + O + 0 + 0 + 0 0 + 0 + 0 + 0 + —{ 2' [-- Stagger + = Back Face 10d Box (0.128' x 3', min) Nailsi 0 = Front Face 2x4 Member - Double Row Staggere 2x6 Member - Triple Row Staggerec Nail Spacing Detail Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 24e 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 1 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# —VARNINWs READ AND FOLLOW ALL Nans W THIS DRAVINGI e01HPORTANTo FURNISH THIS ➢RAVING. TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses requk, ■trenw c re h Pnbrkating, handAing, shlppinp, InstolUng and brnrhg Refer to oral Fallow the latest edtlon of BCSI (Building Component Safety tnfornotkm, by TPI nntl GOCA) for safety Q pprroctices prior to pwrforning these functions. Installers shall provkle temporary brndng per BCSI. R." noted otherwise, top chord shall have properly attoched structural shentndng and bottom dror 1IfII� y shall have o properly attached NpW cwUln0 Locotlons shorn for permanent lateral restraint of webs LAY O shall hnvo brndng InitnUed par BCSI sections the J or DBID,etails, s unlessPiAlc-bl-.no APPIY plates to each face Q aF truss antl position as farm standard and to the Joint Details, unless noted othenise. Refer to drawings 160A-Z for stondard plate pasltkms. Alpbie, a division of ITV Building Components Group Inc. shall not be responsible for on deviation from �. 0 AN fTM/CDMPANY tNs drawhp. any falure to build the truss In conformance with ANSI/M 1, or f m hand ing, SNPWV, !:-�-J, 13389 Lake/ronl Onve If— any Earth City, MO 63045 Tr dwwn TM s.K.IAKY and use of tMs drawing mama Dedgner per ANSI/TPI 1 S—P— 6 general notes page ern these web sites mom SBCN wrw.cbclntluctrvArtll ICOwswlccsofet Ei1J +4$' No. es3Awa• OF L Hlnimum L Distance B L �z4 L SPACING 24,0' MA REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD L-OADING-AND-ANY_ TRUSS WEB CONFIGURATION FOR _ 24' _ O.C. MAX. STANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING—AND-10PSF MAX, CEILING LOAD., WITH THE EXCEPTIONS NnTFTI nN THTR RHFF'T 4' 0' OC MAX. LENGTH TO TRIM TILLER 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' Of. 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). x APPLY REQUIRED BRACING (SEE BELOW), - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX, - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ❑RIGINAL.TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O,C, FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION OF ANSI/TPI. f USE THIS DETAIL FORT CTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (I04'-0')• iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION. SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT. - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE RED. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) lOd BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLC - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRUL❑X PLATES WITH (4) 11 GAUGE (0.120') x1.375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH <6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). nvARxireln Reno AND FDLL13V ALL N13TES ON THIS DRAWM nIIB�(TANTn FIiBIISH T18S DRAVING TO ALL CONTRACTORSINCLUD1PBi TFE INSTALLERS LVT l���y� ♦ / e REF BC FILLER DATE 10/01/14 Trusses require teen. care in fabrkatlrg handling, shbohnp, W�talUnp and bracing. Refer to and ♦♦.��>� follow the latest edition of BCSI (Butlisng Conponent Sufrty orrmtian, M TPL oM SBCA) for safety to these functlons. Installers shall Provide tenporary bracing per BCSL �„ $ �� "- DRWG REPBCFIL1014 tt--��------�� practices prior perforning UNass noted otnerelse, top chard shalt have property attached truct—I sheathing and bottan shall have a property atty d rioId ceA4hg• Locations shown for pernanent lateral restrolnt of webs or Bet as, le. A stroll have bracing instaerd per sections Apply plates to each face N ..E_ 3�C iL' rJI a �n� the J Unit" otherwise. of truss and position as shorn nhovr ontl an thin JOWt Details, aNecs above Reto drawings 16OA-Z far standard plate positions. LJ AN iIWCONLPA['LV Alpine, a division of ITV Bukdng Canponents Caoup Inc. shot( not be responsible for any deviation fro" this drawing, any Fall— to b ltd the truss In conFornance with ANSLTPI 1, ar For handling, shipping, Installation L bracing of trusses, (�` A A {� 4 A seal an this droOV or cover page Rstahe this drawing, indicates acceptance of praFessioal drawing -, 4,s♦ d EI4 1338g Lakefront Drive Lakefront re solely for` the design shown. The s,.tamlty and use of this for 4" s� Is the respor lCy of the BuaArg Designer per ANSLLPI 1 See2 �ii� �(Sn f��y, \r�, t`♦ Earth 063045 For none InFornation see this Job's general notes page and these web sites, ALPINE! wwwAlotneltw.cord TPp www.tohlsta'g) SWA rww.sbcbndustry1orgl IM JcctafeArg e V,�t1 � tt♦♦ ',.. �f ly A l� _ ,t1�_ SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, 30.00 ft mean hgt, located anywhere in roof, , wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1.00. Minimum 2X4 scab, sane grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0.128'x3.0', min) nails at 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. oWAwmaaew READ AND M.LOW ALL NDTIES DH THIS BRAWgaa d`• `\VGt' .•i1O •,, REF 2X4 SCAB O.H. ..Dff'�tTANT1v FURNI511 TMS DRAWwg TO All CUNTPACTOn INCLUDING TILE 1NSTAW3M ;` \v Cps /� . TOTAL TOP CHORD Trusses require extreme care In FnbrkAtl,g, handlhg, shipping, InsWUng And brachg. Refer to and Sys` GG1VS/� LOAD NOT TO DATE 10/01/14 follow the latest editton of BCSI ®uRding Conponent Safety Information, by TPI and ?BC R For safety p_` �,� EXCEED 40 PS prattlers W'Iar to performing these funetlAns. Installers shall p—, Ale tenporary &jl pAr BCSL tl' llnl ss anted otherwise, top chard shall have properly ttached structural aheathing on bottom hard _ No (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 stroll have a property Attnphed Wgtl welting. Locntbns shorn for permanent lateral restraint of webs _ d �U shall have bracing Installed per Above sections BB, J or Det as unless Apply prates to each face of truss and position os shorn above sections on the Joint BIC, s, uriess te, A otherwise. _ R, 'r to drawings 16OA-Z for standard plote positions. S ATE OF Alpine, a dvislan of ITV Buleflng Components Group Inc shAU not IN responsible for my d-I.Von from AN MCOMPANY this drawing, any FaOure to build the truss In confornnnce with ARSI/TPI I, or for hondUrq, sFdppin9, .Q this atbn-�-hmc ure to build -- on tWs -dm.ft or Cover Page Ws draw s oeero e e t tni p�� .o`` DUR, FAC, 1.15/1.25 engheerYg re solely for the daslgn shoes TM sultnbllty and use of this draeh9 4r far any structure Is dro re�ons611ky of the Bu&t&fg Designer' Per ANSi/iPi I Seel. 1338 Earth City. s3045 For none InPornation see this Job's general notes page and these web sites,tt t`! SPACING 24' ALPINE,—tolneltw.woml TAI, www.tphit.oral SBCA, seesbdnd,strya g) IM wwwlccsafe.m� Hf/.............�tU r OI 12 (2) 16d TOE NAILS 1 VARIES L' OPTIONAL SCISSORS BOTTOM CORD r� (2) 16d TOE NAILS 8-0-0 MAX. SPAN i TYPICAL END JACK (EJ) I N.T.S. V i 12 (4) 16d NAILS i vARies � See Connection Detail I • \ � oanoNAL WEB coNFlcuRAnoN I \ 31X4 \\ 4 (4) 16d NAILS See Connection Detail I, 11-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) N.T.S. i i TYPICAL CORNER SET INSTALLATION i TYPICAL L ADING (P.S.F.) TILE: SHINGLES: TOP LIVE LOAD:i 20 20 TOP DEAD LOAD! 15 7 BOTTOM DEAD LOAD: 10 10 TOTAL !INC.45 37 STRESS ;1.25 1.25 WIND DESIGN: M X. 160 MPH PER ASCE 7-10 MAX. 24" O.C. I "WARNING" Read & Follow all notes on this drawing. Furnish this drawing to all Contractors including the installers. 4 TOM Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. tz VARIES B (4) 16d NAILS Connection Detail TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. �®yy4aats�aaaF�e� GEN No MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER ��� LICENSE # PE 47182 STATE OF : 441 e asp,®� SS L O P CAI®eA9d�