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HomeMy WebLinkAboutTruss Drawings { RANEY COMPONENTS cover Sheet Qney 19900 Independence Blvd. Order# Groveland,FL.34736 JOB# 136DCS103 omponents,LLC Phone:(352)429-9429 ' Fax:(352)429-7429 Printed: Thu, Nov 10 2016 Customer Information: Name: Contact: Office or Home Phone: Cell Phone: DR Horton Fill In Later Address: City,State,Zip: Fax., ' Job Information. EORAddress: Description: FOR Name and License Number: 4E66 1828-Cali"D"LL OL Address: City,State,Zip: Region: Creekside Lot 103 Port St Lucie,FL St Lucie County Loading Information: Roof Loads: Floor Loads: TC Live: TC Dead., BC Live: BC Dead: TC Live: TC Dead. BC Live: BC Dead: ' 20 7 0 10 0 0 0 0 Bldg.Code: Wind Std. Wind Speed: Bldg.Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential-CAT II C MWFRC&C&C W/M Pages or sheets covered by this seal from:1 thru 27 Total 27 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 A1A 2 Al 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 A8 10 A9 11 A10 12 B1 13 B2 14 C1 15 C2 16 D1 17 D2 18 M3 19 EJ7 20 EHA 21 EJ3L 22 BJ5 23 BJ3 24` BJ1 25 BJ1L 26 CJ7 27 CJ3L 5' Digitally signed by,Manuel Martinez i DN:c=US,o=ldenTrust ACES Business Manuel Y:ASRepresentative,ou=M AND E " SOCIATES P.A.,cn=Manuel Martinez, iA y 4�q�93a, � • /f m0 9 2342 19200300.100.1.1=A01098000 in ez /s 00014B4CF8FE960000211F Date:2016.11.10 17:12:02-05'00' r; -No BP S 1 p "'0", � w ° A Od,� • �46 a STATE F •ttt.A �A M ♦ SERIAL it; !! 7f00 00 0100 00 01 4b6e5cd1 ca091c(036 Thls item has Fear.alcctronirstty s(yned—d sealed ry Manual Martinis~ 2E i">L.Lit.as T1871 an the cat,shown abate using a snA i t atithentkaticn cxda. 4nnteLl cq;les et this d—Ment ate not tanme-d honed and iedled and tti ERA.avthenticaticncode tntat La uenlcd on arvr alectranl: caples.. RL<Y.- Page 1 of 1 - _ RANEY COMPONENTS cover Sheet QI1Ctj 19900 Independence Blvd. Order# Groveland,FL.34736 JOB#136DCS103 onr�onents,LW Phone:(352)429-9429 ' Fax:(352)429-7429 Printed: Wed, Nov 9 2016 FJob Information: Address: EORNameandLicenseNumber. cusiomerName: Creekside Lot 103 I DR Horton 8524 Cobblestone Dr Descrfpfion: City,State,zip: ~ 1 4EBB 1828-Cali"D"LL OL Fort Myers,FL III Loading Information: Roof Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC bead: BC Live: BC Dead. 20 7 0 10 0 0 0 0 Bldg.Code: Wind Sid: Wind Speed. Bldg.Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential-CAT II C MWFRC&C&C w/M Pages or sheets covered by this seal from:1 thru 27 Total 27 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 A1A 2 Al 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 AS 10 A9 11 A10 12 81 13 B2 14 C1 15 C2 16 01 17 D2 18 M3 19 EJ7 20 EJ7A 21 EJ3L 22 BJ5 23 BJ3 24 BJ1 25 BJ1L 26 CJ7 27 CJ3L M I,� Digitally signed Manuel Martinez a n u e l �q DN:c=US,o=ldenTrust ACES Business g�g1i66119�#dfl�I Representative,ou=MANDE L yr.�� / A1550CIATES P.A.,cn=Manuel Martinez, f09-_2342,19200300.100.1.1=Ao109800 OOOOlAB4CF8FE96000021IF a r i n e z Date:20]6.1].09 09:20:38 05'00' No 047162 i+ a +;� • �71ir,m { STAFF OF d 4 ""` 'y�! N AL SERIAL t 7f 00 00 0100 00 011 4b 6e 6c d t ca 99 is tO 36 Ttds iten has:teen ek--Icativ fined and ztaled ey Manual Martinez. ?B I;L.M.9412821 CA the cat,•sh—.above using a 5HA.2 aattentkatien code. Printed cgples of INS d—M.nt are net censldr..d signed and staled and the SHA—I authentizzuan code mezt he verified m any acttmr,Fc topics.. COP Page 1 of 1 FLE Job Number: 136DCS103 Ply:1 SEQN:539420/T13/COMN 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 1 FROM:AH DRW: Truss Label: A1A Wgt:253.4 Ibs / ... 11/09/16 i 14'47 1 - —}- 2'6"4_I 26'8" -- ,20" 39'8"710"'1 55'9 24 1 5 7'10" E=6X12 F 1112X4 g3X4 D 12 ( ) G�4X4 5 � a M ih (a) 5X6 _5X6 C (a) H o w =H071 T N==-10X10 L N =4X6(A2)B I-4X6(A2j 1 ss A J R Q P O M K 1112X4 =5X6 =6X8 1112X4 1112X4 -5X10 6'3"4 510" 2'10" 4' 501 7'11"15 1 12 14' 19'10" 22'8" 26'8" T"" 39'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.233 F 999 240 B 1557 1307 /960 /- /445 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.539 F 876 180 1 1557 /307 /959 /- /- /8.0 BCDL: 10.00 Risk Category:It Snow Duration:NA HORZ(LL): 0.124 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.286 K - - B Min Brg Width Req= 1.8 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 1.8 TCDL:4.2 psf Bearings B&I are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 g g Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.550 Bearings B&I require a seat plate. Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.972 Loc.from endwall:not in 9.0o 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,HS VIEW Ver:16.01.00F.0504.20 A-B 27 0 F-G 1417 -2556 Lumber B-C 1439 -2762 G-H 1754 -3391 Value Set:136(Effective 6/1/2013) C-D 1261 -2220 H-1 1434 -2754D-E 1106 -1732 I-J 27 0 Top chord 2x4 SP#1 E-F 1511 -2512 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"l3B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-R 2391 -1120 N-L 2965 -1290 Bracing R-Q 2388 -1120 M-K 26 -12 (a)Continuous lateral restraint equally spaced on Q-P 1897 -788 K-1 2382 -1122 member.Or 1x4"T"reinforcement.80%length of P-O 20 -9 web member:Same species&SRB grade or better, ��� attached with 8d Box or Gun(0.113'x2.5",min.)nails a @ 6"oc. 0% i�� Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. «sass i•isy** a9 Wind. R-C 287 -13 N-F 214 -147 Member design based on both MWFRS and C&C. *. C-Q 384 -564 N-G 578 -1048q a No 04 182 :� Q-D 456 -200 G-L 869 -407 D-P 471 -681 L-M 71 -3 E-P 59 -530 L-K 2552 -1201 E-N 2267 -1099 L-H 634 -187 P-N 1880 -660 K-H 466 -869 STATE OF �.`�� N-O 18 -1 AN ` / M-, SERIAL X: ?f 00 00 0100 00 01415 Off Sc d1 ca 991c 10 36 ods item has Cecn cltctranlsntit•s�,neR and scaled t:y mznu lslartinas, K.IGL.11t.d.'77877 rn Itic ealc:Fawn alwvo cssng a 5HA.1 .oLkr,tY,attcn coc. "WARNING** READ AND FOLLO.VA4L caiiQTFLScQ01n-FkdL%DJ?AWJ1`06gncoandl"kd "IMPORTANT** FURNISH THIS DRAWING TGiALO) OON.IRA4-'TEORSANC!t(d11(NGdTNfnm NStTAL-LERS Trusses require extreme care in fabricating,handling shippingyitastalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. )Refer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/�PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover e pa listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suigabillty and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or :SBCA:w m.sbcindus .com:ICC:w Jccsafe.or Job Number: 136DCS103 Ply:1 SEQN:539393/T10!COMN 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 16 FROM:AH DRW: Truss Label: Al Wgt:221.2 Ibs ! ... 11/09/16 7'10" 14'4"7 19'10" 25'3"9 31'10" 39'8" 7'10" 6'6"7 5'5"9 .55"9 6'6"7 7110" E=5X6 �_,3X4 D 3X4 12 6 m rh - (a) 5X6 �2 Gso 05X6C (a) (a) G 4X6(A2)B H-4X6(A2) G sa A I N M L K J 1112X4 =5X6 =3X8 =5X6 1112X4 6'3"5 5'10" 5'10" 6'3"5 7'8"11 1'. 7'8"11 14' 19'10" 25'S" 31'11"5 39'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.178 L 999 240 B 1650 /308 /961 /- /445 /8.0 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.388 L 999 180 H 1650 /308 1961 /- /- /8.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA EXP-_C HORZ(LL): 0.075 J - - Wind reactions based on MWFRS Des Ld: 37.00 HORZ(TL): 0.163 J - - B Min Brg Width Req= 1.9 Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.9 TCDL:4. psf Bearings B&H are a rigid Soffit: 2.00_ - BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.632 earn 9 surface. , Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.551 Bearings B&H require a seat plate. Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.605 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 A-B 27 0 E-F 1108 -1899 Lumber B-C 1442-2961 F-G 1263 -2430 Value Set:13B(Effective 611/2013) C-D 1263 -2429 - G-H 1443 -2962 D-E 1108 -1899 H-1 27• -- 0 Top chord 2x4 SP#1 _ _ Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"'I 3B"uses design values approved 1/3 012 01 3 by ALSC B-N 2569 -1123 L-K 2082 -814 Bracing N-M 2566-1123 K-J 2567 -1129 M-L 2081 -789 J-H 2570 (a)Continuous lateral restraint equally spaced on member.Or 1x4"T"reinforcement.80%length of Maximum Web Forces Per Ply(Ibs) web member.Same species&SRB grade or better, Webs Tens.Comp.Forces Webs Tens. Coin attached with 8d Box or Gun(0.113"x2.5",min.)nails S>1�lltlj ��i p p. @ 6' oc. %1% a p N-C 287 -13 L-F 468 734 Loading Ad°iL" �"7° «� C-M 387 -555 F-K 482 -204 g 'rtd' M-D 481 -203 K-G 387 -555 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-hi "-wide 4� D-L 468 -733 G-J - 28T- - -15 h x 24 clearance. - g No 047182 E-L 1338 -714 Wind a A Member design based on both MWFRS and C&C. : SITAT E O : SERIAL#: 71f00 Oda 0100 00 01 46 toe Sc di ca 016 f0 36 Thlr Itemhas k+nen�Icarnnlr trys ncEsod ualed by Manccl Martinet, FF.t."-L.Mc.0411821 en Ific Galt sho W It above L.3ng a 5HA-1 aS'I}I Cnt{raCtGn 4odC_ "WARNING— READ AND FOLLO.17,1(,IQkkcs(4aTGS CLLkikd69,DIRA.WJNGLgneoandmalcd "IMPORTANT** FURNISH THIS DRAWING TCbA b6CGNZRA-G:FilRSOIGk<WDINGdT-"EINSiFdkf;_LERS. Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building.. Component Safety Information,by TPI and SBCA)'fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin 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 810, as applicable. Appfy places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e bill listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:wwwt inst.or:SBCA:wJ .sbcindus .com-ICC:w Jccsafe.or Job Number: 136DCS103 Ply:1 SEQN:539394/T1/COMN 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL City: 1 FROM:AH FDRW: Truss Label: A2 Wgt:221.2 Ibs / ... 10/25/16 7'10" L 14'4"8 } 19'10" 25'3"8 + 31'10" + 39'8" r- 7.10" r 6'6"8 5'S"8 5'5"8 6'6"8 T10" E g4X4 D F'3X4 12 6 0 (a) G C (a) (a) SO 3X6(A1)B H=3X6(A1) yT A I �e'8" N M L K J y 1112X4 =-3X8 1112X4 13'4" 68" 20'8" T8"12 _I_ 6'3"4 + 510 L 5'10 I 6'3"4 B. +1 TS"12 14' 19'10" 25'8" 31'11"4 39'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or«=PLF TCLL: - 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.040 J 999 240 B 492 /206 /311 /- /445 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.098 J 999 180 O` 317 /142 /183 /- /- /68.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.014 J - - H 895 /408 /659 /- /- /8.0 Des Ld: 37:00 EXP:C HORZ(TL): 0.032 J - - Wind reactions based on MWFRS Mean Height:15.00 ft B Min Br q= NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 g Width Re 1.5 TCDL:4.2 psf O Min Brg Width Re Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.531 q= - BCDL:5.0 psf H Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.453 Bearings B,O,&H are a rigid surface. Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.695 Bearings B&H require a seat plate. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum.Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16,01.00F.0504.20 Chords Tens.Comp. Chords Tens. Camp. Lumber A-B 27 .0 . E-F 350 -258 Value Set:13B(Effective 6/1/2013) B-C 205 -470 F-G 616 -769 Top chord 2x4 SP#1 C-D 410 -109 G-H .708 -1335 Bot chord 2x4 SP#1 D-E 342 -229 H-1 27 0 Webs 2x4 SP#3 Lumber value set"'I 3B"uses design values Maximum Sot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC _ Chords Tens.Comp. Chords Tens. Comp. Bracing B-N 494 -373 L-K 596 -138 (a)Continuous lateral restraint equally spaced on N-M 489 -373 K-J 1117, -467 member.Or 1x4"T"reinforcement.80%length of M-L 639 -670 J-H 1120 7467 web member.Same species&SRB grade or better, attachedwith Sd Box or Gun(0.113"x2.5",min.)nails G�6"oc. ����q48� MA&j PA4, Maximum Web Forces Per-Ply(Ibs) �..4..,« Y Webs Tens.Comp. Webs Tens. Comp. PlatingNotes A% •' '. d ` % � �. N-C 318 -33 L-F 484 -706 All plates are 5X6 except as noted. Va \1 e> C-M 423 -637 F-K 484 221� Wind Res No 4-1182 «� M-D 575 -1078 K-G 404-. -599 o D-L 669 -267 G-J 299 -20 Member design based on both MWFRS and C&C. E-L 70 -150 §cT m STATE OF d � N1% SERIAL O: 7f 00 00 0100 00 014b Oe 5c di ca 991c f0 36 This item hoc hncn clectranlcaliy spyned and scaled by M.2m&I b:artiner, ?F.IFL.Ttc.1471821cn tiicdatc shownaba -i,,g aSMA-1 mbd tkadmcode. WARNING" READ AND FOLLOWm4LlctAITFLS.Qk4mTkd6F UIR2&WJNG6gnca,ndscntca —IMPORTANT— FURNISH THIS DRAWING TGd+tL €GNZRE�-'50RSdidGLltDINGeTHF.,,INSoiAL-LERS Trusses require extreme care in fabricating,handling shipping installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover page,, listing this drawing indicates acceptance of pro)esstonal engineering responsibility solely for the design shown. The suifabtltty and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this bb's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:vmw.t inst.or:SBCA:www.sbcindus .com:ICC:wv Acrsafe.or Job Number: 136DCS103 Ply:1 SEQN:539422/T11/GABL 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 1 FROM:AH DRW: . Truss Label: A3 Wgt:361.2 Ibs Page 1 of 2 / ... •11/09116 t T10°1425'3'e , 31'9'2 39'8' , ' 7'10147'10'14 1 P K SM J N I O 'g3X4 H Pw3X4 12 G O F R 6 � E' S p AP AN (a) BC BE T%5X6 BB o5X6C U � AS AO AZ (b) BJ J AV Ay BI AK 3X4 3 AT AIA I X aH =21M(A1)B AL X BG V-X6(A7) _ A =5X6 AF AE AD AB AA Z 5 X =3X6 =-SX6 13'8' 5' 1 21' .3 5'10' 5F()' 6'3'3 TB'13 7'8"13 ib' 25'8' 31'11'4 39'8' Loading Criteria(psf)_ Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/C51 Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh !RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.051, R 999 240 B 489 /220 /- /- /-. /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): D.125 R 999 180 BK 1387 /639 /- /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.018 F - - AD 573 /278 h- /- /- /8.0 EXP:C Des Ld: 37.00 Mean Height:15.00 ft- HORZ(TL): 0.040 F - - V 865 /416 / !- /- /8.0 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS TCDL:5.2 psf B Min Br Width.Re 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES .Max TC CSI: 0.642 g q= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.462 BK Min Brg Width Req= 1.6 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.940 AD Min Brg Width Req= 1.5 V Min Brg Width Req= 1.5 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearings B,BK,AD,&V are a rigid surface. GCpi:0.18 Plate Type(s): I Bearings B,BK,AD,&V require a seat plate. Wind Duration:1.60 WAVE VIEW Ver:16.01.o0F.0504.20 Lumber Plating Notes Maximum Top Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP•#1 Loading A-B 27 20 L-M - 40 --103 Bot chord 2x4 SP#1 g B-C 189 -464 M-W 54. -125 Webs 2x4 SP#3:W4,W7 2x4 SP#1: Gable end supports 8"max rake overhang.Top C-D 312 -112 N-O- ' ' 51 =123 Lumber value set"l3B"uses design values chord must not be cut or notched. D-E 354 -167 • O-P 89- •-178 approved 1/30/2013 by ALSC " Wind E-F 395 -177 P-Q 238 -563 F-G 424 -197 Q-R 271 -612 Bracing Wind loads and reactions based on MWFRS. G-H 429 -209 R-S 285 ''-627 (b)Scab reinforcement.80%length of web member. Additional Notes H-1 77 -123 S-T 296 -640 Same size,species&grade or better.Attach with 10d I-J 45 -105 --T-U�• 346 Box ol�Gun(0.128"x3,miri.)nails @ 6"oc. See DWGS A1601¢ 1 Q14&GBLLETIN1014 for J-K 59 -116 U-V 608 -1271 (a)Continuous lateral restraint equally spaced on gable wind b ��� @rota member.Or 1x4"T"reinforcement.80%length of 1� �„ /p K-L 55 -130 V-W 27 ^20 web member.Same species&SRB grade or better, . .•«""*+. �/ �° ( ) tn, .•� '• 'si+ Maximum Bot Chord Forces Per Ply(Ibs) attached with 8d Box or Gun 0.113"x2.5",min,nails 04 S +' @ 6"od. •- yip• •�=s�� Chords Tens.Comp. Chords Tens. Comp. * Special Loads ,° No 047162 a B-AH 344 -109 AC-AB 560 -251 --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) AH-AG 341 -110 AB-AA 560 251 # AG-'AF 150 -351 AA-Z 560 -251 TC-From 56 plf at -1.00 to 56 plf at 7.81 ° AF-AE 150 -351 Z-Y 560 -251 TC-From 56 plf at 7.81 to 56 pIf at 15.17 ; TC-From 28 plf at 15.17 to 28 plf at 17.17 ¢ STATE F e �� AE-AD 150 -351 Y-X 10 -48 TC-From 56 pIf at 17.17 to 56 plf at 19.83 ' a AD-AC 150 -351 X-V 1063 481 TC-From 56 pIf at 19.83 to 56 pIf at 31.85 TC-From 56 pIf at 31.85 to 56 pIf at 40.67 / '' a� �a\ �m4 Maximum Web Forces Per Ply(Ibs) BC-From 4 plf at -1.00 to 4 pIf at 0.00 y 1 * « w •` * ' Webs Tens.Comp. Webs Tens. Comp. BC-From 20 plf at 0.00 to 20 plf at 14.00 BC-From 10 plf at 14.00 to 10 plf at 17.17 psi"r ff �4 t AH-C 318 0 AC-AW 365 -783 BC-From 20 pIf at 17.17 to 20 plf at 25.67 C-Al 316 -672 AW-AX 18 -36 BC-From 20 pIf at 25.67 to 20 pIf at 39.67 SERIAL AI-AJ 282 -625 AW-AY 348 -725 BC-From 4 pIf at 39.67 to 4 pIf at 40.67 7f 00 00 0100 00 01 btt 6e Sc d1 ca 99 is f0 3$ AJ-AK 302 -650 AX-BA 18 -37 TC- 131b Conc.Load at 15.17,17.17 Tblz manudt.:artinac AK-AL 310 -656 AY-AZ 324 705 BC- 32 lb Conc.Load at 15.17,17.17 PF IFL.Lic.0471821 cn the Cx[t shawnalmve cse08 a 5MA°7 aum.rtl<atieeeade AL-AG 324 -684 BA-BD 18 -38 **WARNING** READ AND FOLLO,,"ALlcAaTFLSjatkTkdaaR N jNG6gncdandz"kd **IMPORTANT** FURNISH THIS DRAWING TQr/III 6WNIRAG.,fiG RSdNCliUD4 GdT-Rim�US AL-LERS Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing.•Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7.or B10,.• g g p g as applicable. Apply lates to each face of truss.and position as shown above and on the Joint Details, unless noted otherwise; Refer to drawings 160A-Z for s andard plate positions. - - - Alpine,a division of ITW Building Components Group Inc.shall not be responsible for.any deviation from this drawing any failure to build the . truss in conformance with ANSI/TPI 1,'or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page: listing this drawing indicates acceptance of professlonag engineer'mg responsibility solely for the design shown. The sunabllity and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.[inst.or :SBCA:w' .sbcindus .com:ICC:www.icceafe.or Job Number: 136DCS103 Ply:1 SEQN:539422/T11/GABL 4EBB 1828-Cali"D"LL OIL/DR Horton/4EBB 1828-Cali"D"LL OL Qty. 1 FROM:AH DRW: Truss Label: A3 Wgt:361.2 lbs. Page 2 of 2 ... / ... 11/09/16 AG-AM 489 -876 BB-BC 323 -693 AM-H 485 -870 BD-BF 18 -37 AM-AO 38 -17 BE-P 324 -695 H-AN 618 -272 P-BF 443 -122 AO-AR 38 -17 BF-Y 434 -118 AP-AQ 616 -270 Y-BG 292 -611 AR-AU 39 -18 BG-BH 298 -630 AS-AT 631 -282 BH-BI 284 -609 AT-AV 547 -221 BI-BJ 264 -585 AU-AV 34 -14 BJ-U 295 -624 AV-AC 739 -331 U-X 306 0 L-AC 48 -40 Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. Al-D 87 -63 AX-AB 43 0 AJ-E 38 -49 M-AY 31 -25 AK-F 14 -19 AZ-BA 68 -66 AL-G 27 -53 BA-AA 39 -16 AN-1 26 -56 N-BB 69 - -6 AO-AF 25 -12 BC-BD 43 -19 AO-AP 22 -29 BD-Z 22 -9 AQ-J 88 -82 O-BE 44 -20 AR-AE 56 -27 Q-BG 36 -13 AR-AS 103 -106 R-BH 27 -40 AT-K 80 -122 S-BI 37 -45 AU-AD 185. -339 - T-BJ 73 -56 No 04-1182 P K � Diu kRy _, STATE OF 46 tl v � �O» N d' t�'`(+t �j•a�:ge apse+ '4, SERIAL s: W00 00 01 00 00 01 4b6e5cd1 ca991c1036 Thil item ttaz Eezn>:lattrenlcatry s(-yned and scaled by Man>.1 Martina'. Pi.F:..LK.ea 71821 en tha cafe:town above�oig a 514.A.2 ai Lhenti—len6ilee_ "WARNING" READ AND FOLLO.."ALCt{QTEScQNm'jHLS,Q9AWJNJG69neaands icd —IMPORTANT" FURNISH THIS DRAWING TGAL,l 436b RAGz'E RS4NGItWEliNGdThIfE�NS'oi ALLERS Trusses require extreme care in fabricating,handlin shippmgyitistalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary. bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and on the Joinf Details, unless noted otherwise. hefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling.shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suifabtlity and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this mob's general notes page and these web sites:ALPINE:ww.v.al ineitw.com;TPI: ew.w.t inst.or:SBCA:www.sbcindus .com:ICC:www.iccsafe.or t„ r W. Job Number: 136DCS103 ' - Ply: I SEQN:539395/T9/HIPS 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 1 FROM:AH [DRW-/Truss Label: A4 Wgt:246.4 lb]. ... 11/09/16 7'10'" 14'2"11 19' 20'8" 25'5"5 31-10" T10" 6'4"12 4'9"5 1'8" 4'9"5 6'4"l1 T10" 5X8=5X6 E F 1112X4 D G 1112X4 12 ' 6 b (a) (a) ',5X6 n m �5X6 C H io 0 4X6(A2)B A 1m4X8(A2) i• �a O N M L K 1112X4 =5X14 =4X10 =5X14 1112X4 7'8"12 6'3"4 5"0" 5'10" 6'3"4 T8"12 1'� 7'8"12 14' 19'10" 25'B" 31'11"4 39'8" ,Loading Criteria-(psf) Wind Criteria Snow.Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA.PP Deflection in loc L/de0 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.153 D 999 240 B 1557 /309' /964 /- ./428 18.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.352 D 999 180 1 1557 /309 /963 /- /- , /8.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.063 K - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.145 K - - B 'Min Brg Width Req= 1.8 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 1.8 TCDL:4. psf Bearings B&I are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0:599 9 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.558 Bearings B&I require a seat plate. Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.648 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) ' Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) . GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chards Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 A-B 27 b F-G 1428 -2192 Lumber B-C 1470 -2762 G-H 1287 -2211 Value Set:13B(Effective 6/1/2013) C-D 1286-2211 H-1 1470 '-2762 Top chord 2x4 SP#1 D-E 1428 -2192 1-1 27 0 Bot chord 2x4 SP#1 E-F 1088 -1539 ' Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set 13 by uses design values Chords Tens.Comp. Chords Tens:Coin approved 1/30/2013 by ALSC p• P• Bracing B-O 2391 -1147 M-L 1534 -596 O-N 2388-1147 L-K 2388 =1162 (a)Continuous lateral restraint equally spaced on N-M 1534 -584 K-1 2391. -1162 member.Or 1x4"T"reinforcement.80%length of web member.Same species&SRB grade or better,6"oc. �� � Maximum Web Forces Per Ply(Ibs) i_ attached with Sd Box or Gun(0.113"x2.5",min.)nails �x a tP��4 Webs Tens.Comp. Webs Tens. Comp: Wind y,'e� ' .f / r �� O-C 291 13 M-F 339 255 N . 1 •> Member design based on both MWFRS and C&C. w `ti+ �""s ' C-N 386 -571 F-L 816 562 D-N 315 -317 L-G 315 -317 •• p4jj w N-E 816 -562 L-H 386 -571 • E-M 339 -256 H-K 291 -15 SERIAL 7f 00 00 O'I 00 00 011415 Se Sc d 1 ca 0 70,F6,36 This item hat been ekctrenic-tbf&gnad and scaled ty Man-1 Martinet, 2c(R..lie.747is2)en tt,c Cate%fawn a_bnre szng a sHA.: ' authentLia€Icn coo. "WARNING— READ AND FOLLOyA(ALi4AaTEStQNnTkdh94!L rANGt - _ iiner3 and stated , **IMPORTANT**. FURNISH THIS DRAWING TOAke leWNIBAS.,TQ�SnNJfuhW[IINGciThl&�INStTcIAL-LERS Trusses require extreme care in fabricating,handlin ship ping;JmstalJing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by.T.PI and SBCA)for 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 bracing installed per BCSI sections B3,B7 or B10,,. as applidabge. Apply plates to each,face of truss and position as shown above and on the Joint Details, unless noted otherwise.. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANS19 PI 1,or for handling shippin ,installation and bracing of trusses.A seal on this drawing or cover pa e listingthis drawing indicates acceptance of pro♦•essiona engineering responsibility solely for the design shown: The suitability and se of this gnawing for any structure is the responsibility of the building Designer.per ANSI/TPI 1 Sec:2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or:SBCA:wAw.sbcindust .com:ICC:www.iccsafe.org Job Number: 136DCS103 Ply:1 SEQN:539396/T8/HIPS 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 1 FROM:AH DRW: Truss Label: A5 Wgt:238.0 Ibs 1 ... 11/09/16 7'10" t ''5 17-10" 6'4"12 291 58" 29"4"4{' 34'1102 =5X6 E=6 6 F 1112X4 D G 1112X4 12 6 m 5X6 5X6 C H bt 4X6(A2)B �� 1.4X(3(A2) A J O N M L K 1112X4 =5X12 =3X4 =5X12 1112X4 6'3"4 5'10" 5'10" 6'3"4 7'8"12 1 12 14' 31'11"4 39'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.148 D 999 240 B 1557 /318 /965 /- /387 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.342 D 999 180 1 1557 /318 /965 /- /- /8.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.148 K - - B Min Brg Width Req= 1.8 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 1.8 TCDL:4.2 psf Bearings B&I are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.591 Bearings B&I require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.557 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.760 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 A-B 27 0 F-G 1466 -2157 Lumber B-C 1517-2764 G-H 1334 -2209 Value Set:136(Effective 6/1/2013) C-D 1334-2209 H-1 1518 -2764 D-E 1466 -2157 1-J _27_ _ 0 Top chord 2x4 SP#1 E-F 1189 -1699 Bot chord 2x4 SP#1 . Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-O 2393 -1196 M-L 1680 _ -748 Wind: O-N 2390-1195 L-K 2390 -1225 Member design based on both MWFRS and C&C. N-M 1680 -725 K-1 2393 -1225 Maximum Web Forces Per Ply(Ibs) 41 4% Webs Tens.Comp. Webs Tens. Comp. O-C 291 -12 M-F 282 -195 A�P C-N 392 -579 F-L 695 -494 D-N 275 -242 L-G 275 -243+ No 047182 °s N-E 695 -494 L-H 392 -579 + m o E-M 282 -195 H-K 291 -15 STATE OF SERIAL 9. 7f 00 00 0100 00 01,4b 6e Sc di ca 99 9C 1`0 36 Thlr item hoc boon eMctranlca&y mtgnad-ri ualnd by Mtanutl Mltinat, PF.(FL.tic,ca 7IB21 cn the Cate shown abavc WHO a SHA•1 autttentkatian wade_ **WARNING— READ ANDFOLLO,Wm4Ldcd1L4kTFihScQNnFkd6F�6�&VkllFlla4sgncdandssa{ad **IMPORTANT** FURNISH THIS DRAWING TOAUllerr.GNI.RAf-'.UiD'.aS"IiWDINGdWE1 N&ikALLERS Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary 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 bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. )Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The.sui ability and use of this 9"-awing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:wwmal ineitw.com;TPI:www.l inst.or:SBCA:www.sbcindus .com:ICC:www.iccsafe.or Job-Ntirnber: 136DCS103 Ply:1 SEQN:677342/T7/HIPS 4EBB 1828-Cali"D"LL OL/DR Horton MEBB 1828-Cali"D"LL OL City: 1 FROM:AH DRW: Truss Label: A6 Wgt:212.8 Ibs / ••• 11/09/16 7'10" 15' 19'10" 24'8" 31'10" 39'8" 7'16, T2" 4'10" 4'10" 7'2" T10" =3X4 =5X6 D=5X6 E F 12 6 :5X6 - r 05X6 C (a) (a) G m 0 =4X6(A2)B Ca A H=4X6(A2) O N M L K J 1112X4 =4X6=3X8 =3X8=4X6 1112X4 7'8"12 6'3"4 1'1" 2 9'4"8 1'1" 2 63"4 1812 1'. T812 14' 5'1 12 24'6"4 25' 31'11"4 39'8" Loading Criteria(psf) .Wind.Criteria. Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria- ♦Maximum Reactions(Ibs) TCLL:_ 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA'PP Deflection in loc Udefl U# Loc R /U, /'Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph, Pf:NA Ce:NA VERT(LL): 0.154 E . 999 240 B 1557 /328 /962 /- 1346 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.357 E 999 180 H :1557 /328 /962 /- /- /8.0 BCDL: 10.00 Risk Category:II, Snow Duration:NA HORZ(LL): 0.067 J - EXP:C Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.155 J - B Min Brg Width Req= 1.8 NCBCLL: 10.00 TCDL:4.2 psf, Code/M H-- Min Brisc Criteria Creep.Factor:1.5, g Width Req= 1.8 ' Soffit: 2.00 - BCDL - Bldg Code: FBC 2014 RES Max TC CSI: 6.579 Bearings B&H are a rigid surface. :5.0 psf Load Duration:1.25 MWFRS Parallel Dist:h to 21i TPI Std: 2007 Max BC CSI: 0.728 Bearings B&H require a seat plate. Spacing,24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.353 Loc.from endwall:riot in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top'Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.01B.0614.19 A B 27 ' 0 E-F 1291 -1859 Lumber B-C 1556-2766 F-G 1330 '-2162 Value Set:136(Effective 6/1l2013) C-D 1330-2162 G-H 1556 -2766 D-E 1291 -1859 H-I' 27— ` -0 Top chord 2x4 SP#1 Bot- We chord 2x4 #1 Maximum Bot Chord Forces Per PI iy Ibs !Webs 2x4 SP#3 ( .) Chords Tens.Comp. Chords Tens. Co mp. _ Lumber value set'93B"uses design values _ approved 1/30/2013 by ALSC B-O 2397-1239 L-K 2394 -1268 Bracing O-N 2394-1239 K-J 2394 -1268 N-M 2394-1239 J-H 2397- -1268 (a)Continuous lateral restraint equally spaced on M-L 1928 -920 , member.Or 1x4"T"reinforcement.80%length of web member.Same species&SRB grade or better, att6 hoc with 8d Box or Gun(0.113"x2.5",min.)nails stil l r��,► Webs Maximum Tens.Comp.es Per Ply Webs(Ibs)Tens. Comp. Wind t, �'i6-'••k ' `• + t•� O-C 286 -11 E-L 182 -191 +' ✓ �S • '4# C-M 442 -620 L-F 586 -317 Member design based on both MWFRS and C&C. a� ` \* < yew a yb D-M 586 -317 L-G 442 620 .• 4?,182, •6 M-E 183 -192 G-J 286 -12 • STATE OF 3> out$ SER(.AL.#. 7f0000A10000014b8e3cd1 ca99:1c1036- T!if item haz teen elcaranicafiy.�ned and ualcd ty Mara�cl Martino, Pr.ht.ttc.ga:778�1 cn t4iccatr zhawn atrioe vxmg a sr+a+E • iutllertt:atlCn code- , **WARNING* READ AND FOLLO" (kkTE.ScQ 6Tkdlk9tQRddAMJNGLignedand—I d —IMPORTANT— FURNISH THIS DRAWING TCkAU 60NIRAGi6G RS"IitOWGdikdf-n)NSiFdAL-LERS Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and.follow the latest edition-of BCSI(Building Component Safety Information,by TPI and SBCA)for-safety practices prior to performing'these functions. Installers shall provide temporary . .-. . bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per,BCSI sections 83,B7 or 110, ' as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. •}?efer to " drawings 160A-Z for standard plate positions. - Alpine,adivision of ITW Building Components Group Inc.shall not be responsible for any,deviation from this drawingg any failure to build the truss in conformance with ANSI/I PI 1,or for handling'shipping,installation and bracing of trusses.A seal on this rfrawmg or cover page listing this drawing indicates acceptance of protessional engineering responsibility solely for the design shown. The suifablllty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.- For more information see this eneral notes a e and these web sites:ALPINE:waw.al ineitw.com:TPI:ev w.t hst.or:SBCA:www.sbcindust .cam'ICC:w Jccsafe.or Job Number: 136DCS103 Ply:1 SEQN:539398/T6/HIPS 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OIL Qty: 1 FROM:AH DRW: Truss Label: A7 Wgt:215.6lbs / ... 11/09/16 T10"9 13' 19'10" 26'8" 31'9"7 39'8" 7'10"9 5„I"7 6'10" t 610„ 51„7 710„9 'I 155X8 =-3X4 =5XB D E F 12 6 �3X40 Ca 3X4 0 r 1 =4X6(A2)B H-4i 6(A2) 33 P O N M L K J f III2X4 =3X4-3X6 =3X8 =3X6=3X4 III2X4 3 1' 5'10" 5'10" 1' S'3"3 T8"13 1' 7'8"13 13. 14 19'10" 25'8" 26' " 31'11"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.166 E 999 240 B 1561 /716 1953 !- /305 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(f L): 0.383 E 999 180 H 1561 /716 /953 /- /- /8.0 BCDL: 10.00 Risk Category:ll Snow Duration:NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.152 J - - 8 Min Brg Width Req= 1.8 5 ft H Min Br q= 1.8 NCBCLL: 10.00 Mean Height:15.00 Code/Misc Criteria Creep Factor:1. g Width Re TCDL:4.2 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.617 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.530 Bearings B&H require a seat plate. Spacing:24.0" C&C'Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.432 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 A-B 27 0 E-F 1507 -2281 Lumber B-C 1583 -2760 F-G 1439 -2299 Value Set:136(Effective 6!1/2013) C-D 1440 -2299 G-H ' 1582 -2760 D-E 1507-2281 H-.I 27 .0 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-P 2388-1259 M-L 1992 -997 P-O 2385-1259 L-K 1992 -997 Wind O-N 1992 -967 K-J 2385 -1288 Member design based on both MWFRS and C&C. N-M 1992 -967 J-H 2388 -1288 �ti� Il6l3fi#� Maximum Web Forces Per Ply(Ibs) 0 $,ii`% tt � Webs Tens.Comp. Webs Tens. Comp. g ••"`� +•1We �pe P-C 258 -14 M-F 400 -262 h• \ `a• C-O 367 -494 K-G 366 -494 w` *w D-O 447 -224 F-K 447 -2241 e, # No 0 718 a1. D-M 400 -262 G-J 258 -16 F 4Z. oz, E-M 326 -409 d ;r {yam; • Y w ST"ATIE OF ed +� ; 4` .saga•°. 0s�� A, #11*iMa $ SERIAL 7f 00 00 0100 00 01 4b 6e Sc di ca 99 le 10 36 Thit it..has Essen aiectranlcally s(.^,tted and scaled by Martinet, K.IvL.tic.t 4 ns2i m tfie atc%ha n above GIng a 5HA•I au[hcn[kaFien cede. —WARNING" READ AND FOLLO.%AkL.t{QTFLScQ.lZkdlx%DRA dNGIdgmeland1-lad -IMPORTANT" FURNISH THIS DRAWING TObAblDCONLRAt&,-EGRSdNGIiW.DU4GdT-"E,INSi ddt:LERS Trusses require extreme care in fabricating,handlin shipping:�ietstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for satiety 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 bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/I PI 1,or for handling.shippinq,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing Indicates acceptance of pro on engineering responsibility solely for the design shown. The suigablltty and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:wA .al ineitw.com'TPI:w.vw.t inst.or'SBCA:w.wv.sbcindus .com'ICC:ww Jccsafe.or Job Number:-136DCS103 - Ply:1 SEQN:539399/T5/HIPS 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL.OL Qty: 1 FROM:AH. TDIRW: Truss Label: A8 Wgt:204.4 Ibs / ... 11/09/16 7'8"12 11' 16'10"2 21' 22'8"P. 288" 31'114 39'8 7812 - 3'34 5'10"2 4'1"14 1'8" 5'11"13 4 T8"t2 III 3X6=3X4 -5X6 D-5 E F G H T ,2 - T s 1112X4C 11112X4 th o_ ul V7 Cl) J=4K6(A2) A . 1 Q P O N M _ L. • =3X4 =4X6 =3X8 =3X4 =3X6 =3X4 8 5 7'10"8 12 708 1'14" 16'102 2 "" ON 11 39'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria _ ♦Maximum Reactions(Ibs)- TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA_ Ct:NA CAT:..NA PP Deflection in loc Udefl U# Loc R /U /Rw 7 Rh /RL /W- TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.189•E 999 240 B. 1561 /718 /940 /- /264 /8.0- .BCLL: 0.,00 Enclosure:Closed Cu:NA Cs:NA VERT(TL): 0.436 E 999 180 J 1561 /718 /940 /- /-• /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.068 L - - Wind reactions based on MWFRS EXP:C - Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.156 L B Min Brg Width Req= 1.8 NCBCLL: 10.00 -Creep Factor: .5 J Min Brg Width Req= 1.8 TCDL:4. psf Code/Misc Criteria C Ft 1 Bearings B&J are a rigid surface. - Soffit: 2.00 gCDL:5.0 psf BIdg,Code: FBC 2014 RES Max T.0 CSI: 0.582 9 - _ Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.729 Bearings B&J require•a seat plate.- Spacing:24.0" C&C Dist a:3.97 ft' Rep Factors Used:Yes Max Web CSI: 0.516 -' ' Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0)- Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate I'ype(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 A-B 27 0 F-G 1684 -2617 Lumber- - B-C 1615-2774 -G-H 1676 -2603 Value Set:13B(Effective 611/2013) C-D 1762-2719 H-I 1761 -2718 D-E 1685-2617 -_4-J--'--= 1614 :2773 Top chord 2x4 SP#1 E-F 1684 -2617 J,-K- .• ••27• -. :0 Bot chord 2x4 SP#1 Webs 2x4 SP#3 .. Maximum Bot Chord Forces Per-Ply(Ibs)'"'• Lumber value set 13 by uses design values Chords Tens.Comp. Chords ='Tens:•Corn approved 1/30/2013 by ALSC P•" P• B-Q 2400-1287 N-M 2107 -1106 Wind Q-P 2106-1076 M-L 2107---1106 Member design based on both MWFRS afid C&C. P-0 2106-1076 L-J 2399 -1317 0-N 2620-1373 = #/" Maximum Web Forces Per Ply(Ibs Rl►� Webs Tens.Comp. Webs Tens, Camp. 1 aaa:.sa�as O C-Q 337 -310 G-N 283 -338 Q-D 563 -393 N-H 692 405 +�. N o, 0 82 A D-O 704 -414 H-L 560 -391 E-O 278 -333 L-I 335 -309 O-G 113 -108 �rr w STATE OF y T td +sa 4. - " %% - SERIAL M- 7f00(0 0100 00 01 4b8e:Scd1 ca 991c*C 36 This item ha€tecn skctranitnlly€fc ncd snd waledroy ma-el Martinee. PF.t;L.Lic.047182t cn lhadatr€Fawn abnvc using-a SHA.3 _ aU mntkatim c„:e_ , **WARNING** READ AND FOLLO"Al44aTE-SD16TM aW"ING41gnedar,esesicd —IMPORTANT** FURNISH THIS DRAWING TG&kieE>GNlRAG.,-50RS ltkIL1lNGdT rnANSEFdh&LERS .. " . Trusses require extreme care in fabricating,handlin shipppingyiclstalling and bracing: Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI-andSBCA)fo4afety 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 prorrl1erly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise- iRefer to drawings 160A-Z for standard plate-positions. -- - - Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1,or for handling shippin ,installation and bracing of trusses.A seal on this drawing or cover page•, listingthis drawing,indicates acceptance of prolessiona engineering responsibility solely for the design shown. The-sui ability and se of this drawing for,any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. - . Far more information see this job's general notes Page and these web sites:ALPINE:ww.al ineitwcom:TPI:w�w+.l inst.or•SBCA:'w. .sbctndus .cam:ICC:w akcsafe.or Job Number: 136DCS103 Ply:1 SEQN:539400/T4/HIPS 4EBB 1828-Cali"D"LL OL/DR Horton MESS 1828-Cali"D"LL OL Qty: 1 FROM:AH DRW: Truss Label: A9 Wgt:211.4lbs .. / ... 11/09/16 T8"12 9' 14'2"15 19' 9' 0" 25-5"2 30'8" 31'1 '4 39'8" 7'8"12 1'3" 5'2"15 4'9"1 10' 5'7"2 5'2"14 1'3" 7'8"12 =3X4 =3X61112X4 =3X4 =5X6 D=5X6 E F G H 1 T 12 o_v = C 6 � 1112X J 1112X4 T Z 4X6(A2)B : K=4XI3(A2) �I l3 A L 1 Q P O N M 3X4 =5X6 =3X8 =5X6 =3X4 7'10"8 8 5'10" 5'10 6'1"8 7'10"8 1� 7'10"8 14' 19'10., 25'8" 31'9"8 39'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.243 G 999 240 B 1560 /720 /920 /- /223 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.560 G 843 180 K 1560 /720 /920 !- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.171 M - - B Min Brg Width Req= 1.8 Mean Height:15.00 ft K Min Br Width q= NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 g dth Re 1.8 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.566 Bearings B&K are a rigid surface.Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.558 Bearings B&K require a seat plate. Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.500 Loc.from endwall:not in 9.OD ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 A-B 27 0 G-H 2O28 -3245 Lumber B-C 1643 -2765 H-1 1868 -2949 Value Set:13B(Effective 6/1/2013) C-D 1811 -2718 I-J 1810 -2718 D-E 1868-2950 _ J-K 1643 -2765 Top chord 2x4 SP#1 E-F 2028 -3245 K-L _ 27 . 0 Bot chord 2x4 SP#1 F-G 2028-3245 Webs 2x4 SP#3 Lumber value set"'I 3B"uses design values Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Wind B-Q 2393-1310 O-N 2983 -1620 Member design based on both MWFRS and C&C. Q-P 2257-1185 N-M 2257 -1214 P-O 2983-1609 M-K 2393 -1339 > ♦¢� Maximum Web Forces Per Ply(Ibs) - 45r R � � Webs Tens.Comp. - Webs Tens. Comp. EN ��p. C-Q 406 -330 O-H -338 -192 41 Q-D 491 -428 H-N 381 -525► ■ No 0471 IB D-P 940 -560 N-1 940 -560 P-E 380 -524 I-M 491 -428 * E-O 338 -191 M-J 406 -330 s • a G-O 233 -309 STATE OF :,4 0 +, ago. SERIAL x: 7f0000Ot0000014b6 Scd1ca99le(036 This item ha:peen altumnimte s(oed and—ices by Ma—i martinat, " PF.(it.I.ee.t1dT£a21 en tr¢n3r¢shown abowa t.tng a SHk•7 aU[her[t:atle[ca_e- -WARNING— READ AND FOLLO.1AALLc,"{QTESalkTkdaFJIt?"INGLgncdand—lcd **IMPORTANT— FURNISH THIS DRAWING TCLAL G.@b4MAG.,TGR$dNGLtWD{NGdT-MEiAN&iFa'AL-LERS Trusses require extreme care in fabricating handling shippingyinstalling and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide,temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. )2efer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e, listing this drawing indicates acceptance of proesslona engineer'ing responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com'TPI:www.t instor:SBCA:w .sbcindust .cam'ICC:%mwimsafe.orci Job Number: 136DCS103 Ply:2 SEQN:539417/T12/HIPS 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 1 FROM:AH DRW: Truss Label: A10 Wgt:235.2lbs .. / ... 11/09/16 2'10' 7' 11'S"1 15'8"7 17' 2311"9 28215 32'8" 39,8" 7' 45"1 4'3"5 1'Y' 4'1"9-1 4'3"5 + 4'5"1 7' =3X4 =3X4=4X6 II12X4 =3X4 =3X4 12 C=5X8 D E F G H I =5X8J T 6 � - T 0 1 I� =4X12(B3)B K=4X12(B3) - A L U T S R Q P 0 N M 1112X4 =4X6 =5X6=3X4 =3X8 =3X4=5X6 =4X6 1112X4 �1�r 6'7"12 3'11"13 T 2�I 4'5"1 + 45"1 11'41;' 5 r 3'11"13 67'12 1' 6 7'1"12 11'1"9 14' 1'4" 5 19'10" 24'3"1 25'8' 2'10"7 L 32'6"4 + 397' 'its 6 1�5 2� 8'6 Loading Criteria (psf)_ Wind Criteria Snow.Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) , TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA , Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL' /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT LL: 0.350 G 999 240 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.816 G 579 180 K 3140 /1428 /- /- /- 18.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.074 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.174 C - - B Min Brg Width Req= 1.6 Mean Height:15.00 ft K Min Br Width NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 g Re q= 1.6 TCDL:4.2 psf Bearings B&K are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.386 Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.591 Bearings B&K require a seat plate. MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:No Max Web CSI: 0.504 Loc.from endwall:NA 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:16.01.00F.0504.20 A-B .13 -10 G-H 2103 -4696 Lumber Wind B-C 1428-3155 H-1 2000 -4470 C-D 1708-3815 I-J 1709 -'3815 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. D-E 2000-4470 :J='K , 1429 -3156 Top chord 2x4SP#1 E-F 2103-4696 .-K-L.- -13„ -10 Bot chord 2x6 SP#1 F-G 2103 -4696 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Bot Chord Forces Per Ply,(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Nailnote B-U 2787-1250 Q-P 4504 -2022 Nail S6hedule:0.128"x3",min.nails U-T 2801 -1253 P-0 3880 -1744 Top Chord:1 Row @12.00"o_c. T-S 3879 -1744 O-N 3880 -1744 Bot Chord:1 Row @12.00"o.c. g$ffi gifts S-R 3879 -1744 N-M 2802 -1254 Use equal spacing between rows and stagger nails 't`t�� y�*AF�..� R-Q 4505 -2022 M-K 2788 -1251 in each row to avoid splitting. 4 •,.•k..,• 4 ,• E P4 Maximum Web Forces Per Ply(Ibs) Special Loads - ,� ,•• v Y „ Webs Tens.Comp. Webs Tens. Comp. ' _(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at 1.00'to 56 plf at 0.00 h No 047182 C-U 320 -69 Q-H 250 -106 s e#q' TC-From 56 plf at 0.00 to 56 plf at 7.00 �, * .: C-T 1322 -594 H-P 268 -414 T-D 430 -771 P-I 783 339 TC-From 1 plf at . to 1 plf at 3 .67 56 • TC-From 56 plf at 322.6767 56 to 56 plf at 399.67 D-R 784 -339 1-N 430 -771 TC-From 56 plf at 39.67 to 56 pIf at 40.67 ` +1., R-E 268 -414 N-J 1322 -593 BC-From 4 plf at -1.00 to 4 plf at 0.00 ;. ', .STATE OF E-Q 250 -106 M-J 320 -69 BC-From 20 plf at 0.00 to 20 plf at 7.00 { ,• � ."t G-Q 192 -240 BC-From 44 plf at 7.00 to 44 plf at 32.67BC-From BC-From 20 plf at 32.67 to 4 plf at 39.67 to 24 plf at 39.67If at 40.67 lea'�yC"�' BC- 462 lb Conc.Load at 7.00 BC- 464 lb Conc.Load at 32.67 SERIAL dt- Loading 7f 00 00 0100 00 01,4b 6e Sc di ca 991c�36 #1 hip supports 7-0-0 jacks with no webs. mis .I.ety Ma 1 iz.arti-z, PS fFL.L[c,di77871 cn thr dais Shawn above e:ng a SY.A•3 autben6:aticn Cade. `*WARNING** READ AND FOLLO."AklcsJQTESaJkT4i&D?, WJNG6gnteandu-cd "IMPORTANT** FURNISH THIS DRAWING TO,.AL)6CEONaTRAS.-6ORSdNCLtWLIIMGtiT-Nfny NSttTALLERS Trusses require extreme care in fabricating,handlin shippingylnstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices-prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly._. attached rigid ceiling Locations shown for Permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Nefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/I PI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover pagge•. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suifabtlity and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/.TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:w .al ineitw.com:TPI:w .t inst.or:SBCA:wuwT.sbcindus .com;ICC:www.iccsafe.or Job Number: 136DCS103 Ply:1 SEQN:539401/T2/GABL 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 1 FROM:AH DRW: Truss Label: B1 Wgt:134.4 Ibs ! ... 11/09/16 L 10'8" 21'4" i r 101811 (TYP) I=4X4 H J G K 12 F ti L 6 p E M DN =_ C O m ' =2X4(At)B P-2X4(A1) T A U M 01 R R 0O AE AD AC AB AA Z Y X=3X4 W V U T S R 21,4" 21'4" I 1 T 21,4„ T '� Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.001 H 999 240 p* 81 /37 /39 /- /11 /255 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 AE 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 J - - B Min Brg Width Req= - EXP:C Des Ld: 37.00 HORZ(TL): 0.003 J - - Bearing B is a rigid surface. Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:0 to h12 TPI Std: 2007 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.088 A-B 27 0 1-1 304 -24 Loc.from endwall:Any FTlRT:20(0)/10(0) Mfg Specified Camber: B-C 87 -120 J-K 253 -21 GCpi:0.18 Plate Type(s): C-D 80 -90 K-L 202 -23 Wind Duration:1.60 WAVE VIEW Ver:16.01.D0F.D504.2D D-E 105 -71 L-M 154 -43 Lumber E-F 153 -50 M-N 105 -64 Value Set:13B(Effective 6/1/2013) F-G 202 -29 N-O 74 . -84 G-H 253 -21 O-P 81-. -_113 Top chord 2x4 SP#1 H-1 303 -24 P-Q 27 - 0 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. B-AE 175 -108 X-W 192 -107 Plating Notes AE-AD 183 -110 W-V 191 -107 All plates are 2X4 except as noted. AD-AC 185 -11 0 V-U 189 -106 AC-AB 188 -111 U-T 187 -106 Wind �gflS3li�1FP AB-AA 190 -112 T-S 185 -1b5 Member design based on both MWFRS and C&C. ��4 � fq � �Y 192 -113 R-P 183 -104 • Additional Notes �4 � �.• •.�511 ;0 Y-X 192 -107 E Ns See DWGS A16015ENC101014&GBLLETIN1014 for +a'd *� .' t '• �r gable wind bracing requirements. ,m` `Q Maximum Gable Forces Per Ply.(Ibs) YNo 047182 Gables Tens.Comp. Gables Tens. Comp. C-AE 174 -103 W-J 187 -83 x g D-AD 88 -65 V-K 153 -73 E-AC 101 -74 U-L 100 -73 10 S pyT OF (U F-AB 100 -73 T-M 101 -74 G-AA 153 -73 S-N 88 -65 r�J' ,' *.,h H-Z 187 -83 R-O 174 -103 o*. aim " X-1 0 -162 1111kttt % SERIAL.9: W 00 00 0100 00 01 4b 6e Sc d 1 ca 991c(0 36 This item has bean atactronica jv sinned and sealed by fdonLel 1,7arNnac, 2F.IFL.Lie.pa r1921 cn tiled=-sh wn iNive wing a SHA"7 atithCfitl:atlCn Cddc_ —WARNING** READ AND FOLLObM&14kkTESjabkTkd6Fa:aMWJNG4 gncd and m.W -- -IMPORTANT** FURNISH THIS DRAWING TGdab6C,.GLJZ,RA�-,EG SdNCLtWDINGdT-HElNStTAI LERS Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 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 protesstonag 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 ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or:S13CA:vm w.sbcindus .com:ICC:w Jccsafe.or Job Number: 136DCS103— - Ply:1 SEQN:539402/T15/SPEC 4EBB 1828-Cali"D"ILL OIL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 1 FROM:AH DRW: Truss Label: B2 Wgt:103.6 Ibs / ... 11/09/16 7'107 108" 13'5"99 21'4" T10"7 2'9"9 2'9" 7'107 D=4X6 03X4 C E�3X4 12 6 M in - io c 3X4(At)B F=3X4(A1) 43 A J I H G 1112X4 =3X4, =3X8 III2X4 1, 7'811 17"5 211"5 T811 7'8"11 9'4" 1-4" � 137'5 21'4" 10'8' Loading Criteria(psf)- Wind-Criteria -- Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:.NA Ct:NA CAT:NA.PP Deflection in Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.035 J 999 240 B 869 /397 /529 /- /229 /8.0 BCLC' 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.081 J 999 180 F 805 /360 /463 /- /- /8.0 BCDL: 10.00 Risk'Category:11 Snow Duration:NA HORZ(LL): 0.016 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.036 G - B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: - 2.00 BCDL:5:0 psfBearings B&F are a rigid s - - Bldg-Code: FBC 2014 RES Max TC CSI: 0.655 surface. ax s B&F req Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.436 Bearing .uire a seat plate. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.500 FT/RT:20(0)/10(0)- Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) ' Loc.from endwall:Any Chords Tens.Comp. Chords Tens, Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 A-B . 27 0 D-E 1065 -933 Lumber. B-C 1138-1276 E-F 1187 ,-1281 1038 -932 Value Set:13B(Effective 6/1/2013) C-D „ • : •,: . :, - •, ,. , Top chord 2x4 SP#1 Maximum Sot Chord Forces Per PI Ibs Bot chord 2x4 SP#1 � Y( )'..:• Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-J 1066 -865 H-G 1068 a--859 approved 1/30/2013 by ALSC J-1 1062 -864 G-F 1072 -860 Wind I-H 1062 -864 - ., -. Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. J-C 288 .-55 - H-E 608. -515 C-H 600 -505 E-G 290 -80 *4 aAxn a t�ao�. ;0. D-H 790 -905 jo IE o W1 82 tr ~ .. '. T15 • SERIAL 9. fit 00 00 01 00-00 01,4#6e�rc d t ca 99.5c.f8'3 R,Is ieem hat h+eon xlerzranies'>dy t�yned snd sealr:d f±y lnanucl P.Sartina�, 2F.iEL.l.ec.ddl38:)en thedsra shawnatxnrn ts3naa54A•i - , as[her[katicc Cade -WARNING** READ AND FOLLOYknt9�lc�{114kTES k�JnFhIbF�C�W�Fldn4ssncr ar,dzss{cd' _ —IMPORTANT** FURNISH THIS DRAWING TGdab6@@NTRAiS:fiGfzS&4cLlddl{i4GdTHFm�NStTAkLERS Trusses require extreme care in fabricating,handlin hi ;tailing and bracing. Refer to and follow the latest edition of BCSI(Building . - Component Safety Information,by TPI-and SBCA)&sapety 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 bracing insla(led per BCSI sections B3,B7 or 110; as applicable. Apply plates.to each face-of truss and position as shown above and on the Join gDetails, unless noted otherwise. )Refer to - drawings 160A-Z far standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANSI/TPI 1,-or for handling.shippingg,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or:SBCA:www.sbcindus .com•-ICC:www.iccsafe.or Job Number: 136DCS103 Ply:1 SEQN:539403/T3/GABL 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 1 FROM:AH DRW: Truss Label: C1 Wgt:78.4lbs / ... 11/09/16 I- 7' _i_ 14' _I f 7' 7' 1'8"+1'4" (TYP) G=4X4 F H 12 6 E I o D J' � C K 2X4(A1)B L=2X4(A1) aya A jF15 UM V U T S Q P N 14' 1,T 14 14' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF' TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.001 F 999 240 B* 84 /39 /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:II Snow Duration:NA HORZ(LL):-6.002 E - - B Min Brg Width Req= - EXP:C HORZ TL 0 002 E - - BearingB is a rigid surface. Des .00 Mean Height:15.00 ( ) NCBCLL: 10.00 ft Code/Misc Criteria Creep Factor:1.5 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014-RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Spacing: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-I 157 -48 GCpi:0.18- Plate Type(s): C-D 61 -28 1-1 105 -69 Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 D-E 113 -17 J-K 87 89 Lumber E-F 165 -14 K-L 84 -106 F-G. 221 -17 - L-M - 27 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.- Lumber value set"13B"uses design values B-V 145 -46 R-Q 164 -49 approved 1/30/2013 by ALSC V-U 153 -47 Q-P 159 -50 U-T 158 -48 P-O 155 -51 Plating Notes T-S 161 -49 O-N 150 -53 All plates are 2X4 except as noted. S-R 164 -49 N-L 144 -55 Wind # � Maximum Gable Forces Per Ply(Ibs) Member design based on both MWFRS and C&C. ° Gables Tens.Comp. Gables Tens. Comp.' • Additional Notes . ,*" "" 'tea, + tA C-V 122 -56 Q-H 205 -83 a See DWGS A16015ENC101014&GBLLETIN1014 for r„ ' + D-U 115 -75 P-1 159 -72' gable wind bracing requirements. E-T 159 -72 O-J 115 -75 . o 047162 � F-S 205 -83 N-K 122 -56 + '• G-R 13 -89 w A V --P,§y STATE gym O � 0 R, �- SER AL 9: 7f000001 0000014b8e 5o d1 ca99 Ic 110 6 This item has teen ekearanlca7}y sued and sealed ty lAanuxl!lamina;, 8EIFL.11¢.04-1193}cn thedate zhawn abiu -log'.SHA•I ' aci[&ant6:aticn cUda **WARNING** READ AND FOLLOMA1'1. TEScQUTrtdl*%PJ?"JNG L-pes and zcaicd —IMPORTANT** FURNISH THIS DRAWING TOdklut CGNI.RA-9-:51DRSdNGitttlLl{itGdT-REyNStFAL-LERS Trusses require extreme care in fabricating handlin shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building. Component Safety Information,by TPI and'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted 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 610, - as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. f efer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pagge. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suifability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:w .t inst.or:SBCA:w,rwe.sbcindus .com'ICC:www.iccsafe.or Job Number: 136DCS103 Ply:1 SEQN:539404/T14/SPEC 4EBB 1828-Cali"D"LL OL/DR Horton MEB6 1828-Cali"D"LL OL Qty: 1 FROM:AH DRW: Truss Label: C2 Wgt:50.4 Ibs / ... 11/09/16 7' 14' 7' 7' C=5X6 12 6 M ' O r17 Cl) M f• =2X4(A1)B D=2X4(A1) by3 A E 1112X4 1, 7 7 7' 14' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/C51 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 /kw /Rh /'RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.019 E 999 240 B 593 /272 /371 /- /158 /8.0 BCLL: 0.00 Enclosure:Closed • Lu:NA Cs:NA VERT(TL): 0.025 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 Des Ld: 37.00 EXP:C HORZ(TL): 0.013E - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 TCDL:4.2 psf Bearings B&D are a rigid surface: MWFRS Parallel Dist:0 to h/2 Soffit: 2.00 gCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.683 g 9. Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.422 Bearings B&D require a seat plate: Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.119 Loc.from endwall:Any- FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.o0F.0504.20 A-B 27 0 C-D 809 -738 Lumber B-C 777 -739 Value Set:1 (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x44 SP#1 Chords Tens.Com Chords. Tens..Com Bot chord 2x4 SP#1 p• p• Webs 2x4 SP#3 B-E 598 -536 E-D 598 536• Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Wind Webs Ten s.Comp. Member design based on both MWFRS and C&C. C-E 311 -82 No 047182 . �rc 1 r�,T 'OF SERIAL 9; 7f 00 00 0100 00 0146&e 5c,d1 ca 091c f0 36 Tt,ls item has beancto-cuan1c 9Vstancesnd sealed F=.Y Maiu:el A,.artiner, K I">L.LIC.9473821 en tbcdatc%tin a abowc-Ins.5HA.1 —WARNING— READ AND FOLLOUI}t4F1c4{11kkTGScQL}FkdL�6?J�?/?/�NG4gnc andzcalcd "*IMPORTANT** FURNISH THIS DRAWING TO,-AL660N.IRA(D:UGdRSANS4tWDINGdTHFm4Mi AL--LERS Trusses require extreme care in fabricating,handlin shippingpil stalling and bracing. Refer to'and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fo'r saffety practices'prior to performing these functions. Installers shall provide temporary_• bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/ PI 1,or for handling shipping,installation and bracing of trusses.A seal'on this drawing or cover pa e listing this drawing,indicates acceptance of pro esstonag engmeerind responsibility solely for the design shown. The suitability and use of this U�awing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:w .al ineitw.corri'TPI:www.t inst.or:SBCA:www.sbcindust .com`ICC:viAOccsafe.or " Job Number: 136DCS103 Ply:1 SEQN:539405/T29/COMN 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 2 FROM:JAH Truss Label: D1 Wgt:37.8lbs [.DRW / ... 11/09/16 5' 10' S' 5' 'I C=4X4 12 6 M O Lo N M — 2X4(A1)B C=2X4(A1) a3 A E F 1112X4 5 5 1, 5' 10, Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.006 F 999 240 B 438 /202 /287 /- /134 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): D.013 F 999 180 D 438 /202 /287 /- /- /3.5 BCDL: '10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 F - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.006 F - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.- ft Code/Misc Criteria Creep Factor:1.5 D Min Big Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.214 g rigid TCDL:4. psf Bearings B&D are a id surface. g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.208 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.081 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 C-D 359 -492 Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.O$04.20 B-C 358 -492 D-E 27 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Pot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#1 B-F 394 -183 F-D 394 -183 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Wind C-F 213 -27 Member design based on both MWFRS and C&C. t. M Z ,. 0 STATE OF on X SERIAL 7f 00 00 0100 00 01,4b$6 Sc di ca 99'Ic 10 36 Thiz Item haz b¢an alearanldal}y sjyned and saalcd by Manual Martlnex. 2E t:L.tic.d4 r3921 cn the C3M zhnwn about u,;!q.544A•I authentkaticn crda" *"WARNING— READ AND FOLLO,VAALIcAG:TEScGbkT.46%DRAWJNGkfgncdandu kd **IMPORTANT** FURNISH THIS DRAWING TO ALA.MNIP.�AftiT4dRS"hWDiNrad'EilF.lNSi AL-LERS Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 16DA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1,or for handling shippingg,installation and bracing of trusses.A seal on this growing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes.page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t insLor:SBCA:www.sbcindust .tom:ICC:wJccsafe.or h ' Job Number: 136DCS103 Ply:1 SEQN:539418/T24/HIPS 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 1 FROM:JAH DRW: Truss Label: D2 Wgt:44.8lbs .. / ... 11/09/16 . 1 3' 7 i 10 3' 4' 3' =AY6 12 C=5X6 T 6 M O LO 2X4(A1) B E=2X4(A1) iv, "3 N 4'3 A H G F III 2X4 =3X4 1 3'1"12 3'6"12 313118 1, 3'1"12 6'8"8 10' Loading Criteria(psf). Wind Criteria'.. Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL. /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.017 G 999 240 B 688 /341 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.038 G 999 180 E 685 /340 /-. /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 G - - Wind reactions based on MWFRS EXP:'C Des Ld: 37.00 - Mean Height:15.00 ft HORZ(TL): 0.016 G - - B Min Brg Width Req= 1.5 ' NCBCLL: 10.00 TCDL:4.2 psf Code/Mise Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 s Soffit: 2.00 - BCDL: Bearings B&E are a rigid 5.0 psf' Bldg Code: FBC 2014 RES Max TC CSI: 0.314 9 surface. • Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.328 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.062 Maximum Top Cfiord Forces Per Ply(Ibs) Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg"Specified Camber: Chords Tens-Comp! Chords "Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 -20 _ D-E 523 -1083 Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 B-C 523-1093 E-F 27 -20 Lumber C-D 439 -968 Value Set:13B(Effective 6/1/2013) PI P Maximum Bot Chord Forces Per Ibs) Top chord 2x4 SP#1 y( . Bot chord 2x4 SP#1 Chords Tens.Comp. Chords Tens.-Comp. Webs 2x4 SP#3 B-H 946 -446 G-E 938 =445 Lumber value set 1313"uses design values H-G 961 -443 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(Ibs) ; Webs Tens.Comp. Webs .Tens. Comp. -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at -1.00 to 56 plf at 3.00 C-H 157 0 G-D 162 0 TC-From 28 plf at 3.00 to 28 plf at 7.00 C-G 10 0 TC-From 56 pif at 7.00 to 56 plf at 11.00 ,%xill111i dt#. j d BC-From 4 pit at -1.00 to 4 plf at 0.00 4%- .�} /f BC-From 20 plf at 0.00 to 20 plf at 3.03 / � so.sras�® ' BC-From 10 If at 3.03 to 10 If at 6.97 °% .•`"G •. BC-From 20 plf at 6.97 to 20 plf at 10.00 ,ram `y� BC-From 4 plf at 10.00 to 4 plf at 11.00 •* !` on; TC- 128 lb Conc.Load at 3.03,4.95,6.97 w 7162 w . No 0- , BC- 80 lb Conc.Load at 3.03,6.97 o BC- 103 lb Conc.Load at 4.95 a Wind Wind loads and reactions based on MWFRS. -3 STATE OF SERIAL a. 7f 00 06 0100 00 014b 6e 5c di ca 99 le fO 36, ThIiitem fins been elects,, Piswcd and sealedby Manuel btartiner, - ' 2F.(fl.Lta.dd:J]All en litedaG:-,Fawn atxv:n�.nq a SHhA3 ' a:�tterttenticneude. - -WARNING- READ AND FOLLO�Uni9kFciI114kT�&kN;i�#il�n 51dFJ(i�mcaand isalcd "IMPORTANT" FURNISH THIS DRAWING TO,rAlWlstiGO+NIRAG:'EQf SSWGLWD►NGriTHFF,A koiAL-LERS. Trusses require extreme care in fabricating,handlin shipping installing and bracing. Refer to and follow the latest-edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functioris. Installers shall provide temporary _ bracing per BCSI.Unless noted othewise,top chord shall-have properly attached structural sheathing and.bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the . truss in conformance with ANSI!I PI 1,or for handling.shipping,installation and bracing of trusses.A seal on this drawing or cover pagge,, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. . For more information see this'ob's general notes page and these web sites:ALPINE:wv✓w.al ineitw.ccm'TPI:wrw.t insLor:SBCA:ww.v.sbcindus .com:ICC:www.iccsafe.or Job Number: 136DCS103 Ply:1 SEQN:539406/T22/HIP_ 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 2 FROM:AH DRW: Truss Label: M3 Wgt:11.2lbs .. / ... 11/09/16 12 C co 2X4(A1) B `f _T- rn A D r 21 � 1 2' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Lac R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 87 /69 /144 !- /64 /B.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 32 /5 /29 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D - C 13 /28 /12 /- /- /1.5 Des Ld: 37.00 EXP:CMean Height:15.00 It HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min Br Width Re Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.094 g q= - MWF 5.0 psf C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h!2 to h TPI Std: 2007 Max BC CSI: 0.023 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc.from endwall:not in 9.00 It FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) A-B 13 . 0 . B-C 6 -38 Top chord 2x4 SP#1 Maximum Botns.Chord Forces Per Ply(Ibs) Bat chord 2x4 SP#1 Lumber value set" 3B"uses design values Chords Tens.Comp. 1 approved 1/30/2013 by ALSC B-D 0 0 Special Loads —(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -1.00 to 56 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 2.00 BC-From 0 plf at -1.00 to 4 pif at 0.00 BC-From 2 plf at 0.00 to 2 plf at 2.00 11110y13f!itflf Wind P� "'a''�"•z Member design based on both MWFRS and C&C. N bE IV t y •, sa No o47182 +dam. • �. ONAL BERtAL z: 7(00 W01 00 00 01415 6e Sc d1 ca 99 1c(0 36 This I[em has leers aleetranlzstly sfyned snd ua143[;y Maneel rfartiney ?c IFL•Lrc.0471821 cn ttse calm spawn alncc-iq a SMAF l au[hentt;atfcn er=e- "WARNING" READ AND FOLLO"ALL4kTESL1\HTMk'i4a'1edd,WiaA1GLgnce and u!.d -IMPORTANT`" FURNISH THIS DRAWING TCh.A iLGGNaIRAS..TGRSdidQLWDINGdT-aFmdNEci AL-LERS Trusses require extreme care in fabricating,handlin shippingyltlstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIITPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of professionag engineering responsibility solely for the design shown. The suigability and use of this gnawing for any structure is the responsibility of the 9uilding Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or:SBCA:www.sbcindust .com:ICC:wwwJ=afe.or Job Number: 136DCS103 Ply:1 SEQN:539408/T19/EJAC 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 8 FROM:AH DRW: Truss Label: EJ7 Wgt:23.8 Ibs ! ... 11/09/16 C 12 C6 o LID' Cl) 2X4(A1)B A D 7' Loading Criteria-(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),. TCLL: 20.00 .Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT-..'NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 7 W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 336 /117 /259 /- /1.73 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 127 /20 /101 /- /- /1.5 BCDL: 10.00 Risk Category:II EXP:C Snow Duration:NA HORZ(LL):-0.014 D - - C 171 /133 491 91 !- /- /1.5 Des Ld: 37.00 _ Mean Height:15:00 ft HORZ(TL): 0.031 D - - Wind reactions based on MWFRS B Min Br NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 g Width Req= 1.5 TCDL:4.2 psf D Min Br Width Re = - Soffit: 2.00 Bldg Code: FBC 2014,RES. Max TC CSI: 0 496 g 9 MWFRS psf..' C.' Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.368 " Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes. Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. Loc:from endwall: FT/RT:200 hot in 4.50 ft ( )/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16.01.o0F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) A-B 27 0 B-C 77' -151 Top chord 2x4 SP#1 Maximum Bot Chord Forces Per PI Ibs ' Bot chord 2x4 SP#1 - Y( )"' Chords Tens.Comp. Lumber value set"13B"uses design values' approved 1/30/2013 by ALSC B-D 0 0, Wind Member design based an both MWFRS and C&C. STIATL « r C7 -. SERIAL 7f 00 00 0100.00 0146 8e Sc d f ca 99.1c IV3$ This it='J' 'vcn cMctianlcste sfyned and sezled by Mamel Martinez• - 7Eir'L.l.k.da71621 an ftiedata thowa abnuc 4.Ing a SHAkj ' autTentkaticn sr de. '- ' "WARNING** READ AND FOLLO�MAU4AQTFScaCkThdke&lh"dNG6,gncdandi-ikd **IMPORTANT** FURNISH THIS DRAWING TOldhb6C,�NLRA-&TORS It(t1D;flJGndThlFm�NSi ALLERS.. _ Trusses require extreme care in fabricating handlin shipping itzstalling and bracing. F2efe"r to and follow the latest edition of BCSI(Building Component Safety Information,by TP-I and'SBCA)fog safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sFieathing 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 BiO, as applicable. Apply plates to each face otptruss and position as shown above and on the Joint Details, unless noted otherwise. kefer to . drawings 160A-Z for standard plate positions. - Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 9 Pl 1,or-for handling shipping,installation and bracing of trusses.A seal on this.drawing or cover 4ige, listing this drawing,indicates acceptance of processional engineering responsibility solely for the design shown. The suitabill- and use of this drawing for any structure is the responsibility'of the Building Designer per ANSI/TPI 1 Sec.2. Far more information see this job's general notes page and these web sites:ALPINE:waw.al ineitw.com:TPI:www.t inst.or:S8CA:www.sbcindust .cam•ICC:www.iccsafe.or Job Number: 136DCS103 Ply:1 SEQN:539409/T23!EJAC 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 6 FROM:AH DRW: Truss Label: EJ7A Wgt:21.0lbs / ... 11/09/16 B 12 6 cn _o M 2X4(A1)A T C 7' 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reacfioris(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA A 270 /79 /188 /- /151 18.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 128 /21 /104 /- /- 11.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.017 C - B 174 /135 /95 /- /- /1.5 Des Ld: 37.00 EXP:CHORZ(TL): 0.034 C - - Wind reactions based on MWFRS Mean.Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 TCDL:4.2 psf C Min Brg Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.505 q= TPI Std: 2007 Max BC CSI: 0.373 B Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Bearing A is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A requires a seat plate. Loc.from endwall:not in 4.5D ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16.01.o0F.0504.20 Chords Tens.Comp. Lumber Value Set:13B(Effective 6/1/2013) A-B 78 -152 _. . Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Maximum Bot Chord Forces-Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. approved 1/30/2013 by ALSC A-C 0 0 Wind Member design based on both MWFRS and C&C. fE IV i o 047182 +� ATE �r s s,s war 0 NAk- 1 $04?f i itI:ITO SERIAL 9: 7f 00 00 0100 00 01 4b 6e Sc d1 ca 99 1c f0 36 Thl: -6 scale=Ey lAaneeI mwtint, PE IiL.lie.0471821 en Ma date tl, w abnuc csmg a SHA•3 aJthcrtl¢allGn LUdC.. "WARNING" READ AND FOLLOW 4LFcdtl4kTGS FBI<.,TkdlsufV1!!Nla4 mecaness,icd "IMPORTANT— FURNISH THIS DRAWING TCblelute CdGNifZRf&3G RSdNGi.t<ltlf]INGdTaFm,aNwtTdhL-LERS Trusses require extreme care in fabricating handlin shiPpingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. }defer to. drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling.shipping,installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of professional engineerind responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com:TPI:www.t inst.or:SBCA:www.sbcindus .com;ICC:wwwimsafe.or Job Number: 136DCS103 Ply:1 SEQN:539407/T32/EJAC 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty:4 FROM:JAH DRW: Truss Label: EJ3L ' Wgt:12.6lbs / ... 11/09/16 C ' 12 co o to 2X4(A1) B �M r:v A D 31 1t 31' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,ef in PSF) Defl/CSI Criteria.. ♦Maximum Reactions(Ibs) TCLL: 20:00 Wind Std: ASCE 7-10 Pg:'NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 193' /76 /162 /- /86 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 51 /6 /41 /- /- /1.5 BCDL: 10.00 Risk Category:ll Snow Duration:NA HORZ(LL):-0.003 D C 64 /52 /30 /- /- , 11.5 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL):-0.003 D - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES. Max TC CSI: 0.174 g q Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.071 C Min Brg Width Req= - - 8earing B is arigid surface. Spacing:24.0" 'C&C Dist a:3.00 ft Rep factors Used:Yes Max Web CSI: 0.000 - Loc.•from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Wind Duration: 18 Plate Type(s):1.60 WAVE VIEW Ver:16.01.00F.0504.20 Chords Tens.Comp. - Chords Tens. Comp. Lumber A-B. 27 0 B-C 29 -105 Value Set:13B(Effective 6/1/2013)Top chord 2x4 SP#1 Maximum Bot Chord Forces Per PI Chords Tens.Com y (Ibs) _ Bot chord 2x4 SP#1 -- p• _ • Lumber value set"'I 3B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member,design based on both MWFRS and C&C. ��t��ylaasrtar�l��� No V718. 0 a SERIAL#: 7f 00 00 01100 00 01 4b lie 54i d1_ca 99 is f0 36 Tn I51CCm}IiY I:ittn irtCtt[MI[i�'SryM1Cd SM1C sea1CC(rY 1t1iM1L'GI rlarLlt,t _ 7F.[s'L.11c.d-071821 to t£leeaS-zhawn abnae c:i"g aSHA+E . ac;tfitrtkatfcn wdt. `WARNING— READ AND FOLL01rMAL1csl QTESsU6TAjb£eR /JNSa6ge dandu kMd *'IMPORTANT" FURNISH THIS DRAWING TOIdhlulsE,flNZRAfx'EQ SdMLtGlf UWGdThlla;INSi AkLERS- Trusses require extreme care in fabricating,handlin shippingyilnstalling and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI.and SBCA)for safety practices prior to performing these functions. Installers-shall provide temporary ' bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a.properly ' attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible.for any deviation from,this.drawing any failure to build the truss in conformance with ANSI 1,or for handling.shipping,installation and bracing of trusses.A seal on this drawing or cover pa e, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suigablllty and use of this gnawing for any structure is the responsibility of the Building Designer per-ANSI/TPI 1 Sec.2.` For more information see this'ob's generaI notes page and these web sites:ALPINE:www.al ineitw.com:TPI: vwr.t inst.or:SBCA:Vmw.sbcindust .corn'ICC:www.iccsafe.cr a Job Number: 136DCS103 Ply:1 SEQN:539413/T16/JACK 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 4 FROM:AH DRW: Truss Label: BJ5 Wgt:16.8lbs / ... 11/09/16 C 12 6 c� o N M M 13 2X4(A1)B - A D 1' S . 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 263 /96 1208 /- /129 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 90 113 /70 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 D C 119 /93 /62 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.010 D - - Wind reactions based on MWFRS Mean Height:15.00 ft Width q NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Br g dth Re = 1.5 TCDL:5. psf D Min B Width Re Soffit: 2.00 BCDL: .0 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.309 n rg q= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.182 C Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. gearing B requires a seat plate. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 611/2013) A-B 27 0 --B-C 53 -120 Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bat chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC B-D 0 0 Wind Member design based on both MWFRS and C&C. il��'�flE61&3d�p� - No 1347182 � �Ya.te•e.�,m���'Ji}��r,ebiP q � a y w a � � STATE ' F Rq � '6 'f Mgff91Rw4A SERIAL x: 7f 00 00 0100 00 01 4b 6e So,d1 ca 99 is 10 36 This Item has been claarnnlxatly stoned and sealed by Manuel martinet, Pr.IFL.nc.4471821 en Ihedafc shawaabocc using aSHA•1 aLaNntitatlan 4. - -WARNING" READ AND FOLLO.VA&WkQTESdQbkTkdLS and s-W —IMPORTANT" FURNISH THIS DRAWING TChAidLoCGNIRA-&:gjDR64NCitW INCodThIF�4NSi ALLERS Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint'Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildincLQComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling.shipping,installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of professlonag engineering responsibility solely for the design shown. The suigabtlIty and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:w.wv.t inst.or:SBCA:www.sbcindus .com:IM www.iccsafe.or Job dumber: 136DCS103 - Ply:1 SEQN:539412/T17/JACK 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 4 FROM:AH DRW: Truss Label: BJ3 Wgt:12.6 lbs / 11/09/16 C - 12 6 2X4(A1) B r M cV 43 -�-- A D 1' 3' 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std" ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/#- Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 193 /76 /162 /- /86 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 51 /6 /41 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 D C 64 - /51 /30 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL):-0.003 D Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.174 D Min Brg Width Req= - _ TPI Std: 2007 Max BC CSI: 0.072 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a'seat plate. Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) ' Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) A-B 27, .0 B-.:C 29 105 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Maximum Bot Chord Forces-Per Ply(Ibs) - Lumber value set"1313"uses design values" Chords Tens.Comp. approved 1/30/2013 by ALSC B-D 0 0 Wind Member design based on both MWFRS and C&C. No 047182 . 41 l •� N SEMAL X! 7f 00 00 of 00 00 014b 6e So d1 ca 991'c f<J 36 71,1"item hn[Eon slCc2tanitil y'. aCG snd•..Il a[y lda 1 il.0riinry FF.K.M.11A71821 cn Lie Cat['Shd Mitt lt)n4c�:;nq a 5!!n�7 ar1tT mtf:•.atlCn iue_ **WARNING** READ ANDFOLLO,,"AL.AQTFLScGL�FaTUaQf�x9.NUJNGL-arucard—icd **IMPORTANT** FURNISH THIS DRAWING TObd+tI16WNIRA-G:EQF;;G+"ItWF INGdTREANSif�kL-LERS Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate-positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI g Pl 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The sui ability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:ww .al ineitw.com:TPI:w .t inst.or:SBCA:www.sbcindus .com'ICC:w .iccsafe.or - Job Number: 136DCS103 Ply:1 SEQN:539410/T18 I JACK 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 4 FROM:AH DRW: Truss Label: BJ1 Wgt:11.2lbs / ... 11/09/16 12 6 C 2X4(A1) B M o Ln 4"3 A D 1' 1' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 150 /77 1145 /- /42 18.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 11 110 /18 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D - C -14 /28 125 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Br g Width Req= 1.5 TCDL:4.2 psf D Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.163 g q Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.015 Bearing B s C Min B is Width Req= a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:138(Effective 6/112013)' A-B 27 0- B-C 28 -19 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Lumber value set"l3B"uses design values approved 1/30/2013 by ALSC B-D 0 0 Wind Member design based on both MWFRS and C&C. *. � ipa e�ir.it s *` NO 0471 s ''P STATEP OF +ate SERM x: ?r00 00 0100 00 01 4b 6o Sc d9ca99100 36 • 7hiz iter.�hoc l;ctn z:lcaronizatiy.i;^ynnd and.enicd try Manuel k.artinez, 2F.(SL.t.ix.t1dT782T cri tticcxtr shown nbaue u�nq a SH:..7 " authertkatlen ca+e_ **WARNING— READ AND FOLLO.�(i{c1L1.JAaTGxS.&kI%TMaDJ?AWJNG6g edandlamkd - --- -IMPORTANT** FURNISH THIS DRAWING T(DAb WNIRAI&3QRS&4Git(tDit4GiL-H6IMtTnALLERS Trusses require extreme care in fabricating handlin •shippingyinstalling and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc,shall not be responsible for any deviation from this drawing any.failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this 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 job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindus .corn'ICC:www.iccsafe.or r Job Number: 136DCS103 Ply:1 SEQN:539411/T20/JACK 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 4 FROM:JAH DRW: Truss Label: BJ1L Wgt:11.2lbs / ... 11/09/16 12 6 C - -F 2X4(A1 ) B c o LO .4"3 D 1' Loading Criteria(psf).. Wind Criteria Snow Criteria(Pg,Pf in PSF). Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw'/Rh'/RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 150 /76 _ /145 /- /42 /3.5 _ BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 11 blo /18- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D - C -14 /28 125 /- /- /1.5 ' Des Ld: 37.00 EXP:C Mean Height:15.00 ft HORZ(TL): 0.000 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B ,Min Brg Width Req= 1.5 -TCDL:4.2 psf D Min Br Width Re Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 g q= - BCDC':5.0 psf' C Min Brg Width Req Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.015 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: moo Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord-Forces Per Ply(Ibs) Wind Duration: 1.60 WAVE 18 Plate Type(s): VIEW Ver:16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. - Lumber A-B 27 0 -B-C 28 -19 Value Set:13B(Effective 6/1/2013) - Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/3 012 01 3 byALSC Wind Member design based on both MWFRS and C&C. AG + No-047182 = . O 4 i lnnnr i W SERIAL 9: ?10000Oi0000014b6e6dica0916-( 36 This item has been elearaniufly&Igned sn2 sealed Limae,cl;ivartlnec, K t;t•W.aAr7821 en thcdrta sh6Wn abaee using a SHA.: auIh4ntkztInnca e. - -WARNING** READ AND FOLLO,UknIJ,L1411.4kTFScQ klktllsc and ieailed- -IMPORTANT** FURNISH THIS DRAWING TCbAkAl CQNTRArb-TORSANC}tllldlift GaI4&a iTbAkl_ERS Trusses require extreme care in fabricating,handlin shippingpierstalling and bracing: Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions:-'Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins ailed per BCSI sections B3,B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details.,unless noted otherwise. )Refer to drawings 160A-Z for standard plate-positions. - _ Alpine,a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawingg any failure to build the truss in conformance with ANSIlTPI 1,-or for handling shipping,installation and bracing of trusses.A seal'on this rtrawing or cover page, listing this drawingg Indicates acceptance of pro)esstona� engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this"ob's qeneral notes pecie and these web sites:ALPINE:www.al ineitw.com•TPI:www.t instar:SBCA:www.sbcindust .com:ICC:www.iccsafe.or - - Job Number: 136DCS103 Ply:1 SEQN:539416/T21/HIP_ 4EBB 1828-Cali"D"LL OIL/DR Horton/4EBB 1828-Cali"D"LL OIL Qty. 2 FROM:AH DRW: Truss Label: CJ7 Wgt:42.0 Ibs / ... 11/09/16 6'3" 9110,11 6,3„ 37' 1 D 12 4.24 E77-- :3X4 C v n � M FIB 3 `r 2X4(A1)B T 4"3 1112 A �X4 =-5X6 F E 6'1"4 37„ 6"1 6'1"4 9'3"4 -19.166,1 Loading Criteria(psf) Wirid Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Lac R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.015 G 999 240 B 330 /208 /- /- /- . /10.6 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.034 G 999 180 E 385 1175 /- /0 /0 /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 F - - D 29 /14 /- /- /- /1.5 Des Ld: 37.00 EXP:Cght:15.00 ft HORZ(TL): 0.010 F - - Wind reactions based on MWFRS Mean Hei NCBCLL: 10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Reg= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.241 E Min Brg Width Req= - TPI Std: 2007 Max BC CSI: 0.326 D Min Brg Width Reg= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.256 Bearing B requires a seat plate. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 -Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) A-B 14 B-C 330 - 5 6 C'-D 55 -72 0 _ Top chord 2x4 SP#1 Bot chord 2x4 SP#1 - Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"1313"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-G 604 -290 F-E 0 0 G-F 591 -288 Special Loads --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply(Ibs) TC-From 0 plf at -1.41 to 55 plf at 0.00 Webs Tens.Comp. Webs Tens, Comp. TC-From 2 plf at 0.00 to 2 plf at 9.84 i�.�16�� � BC-From 0 plf at -1.41 to 4 plf at 0.00 � l G-C 286 -47 C-F 345 -709 BC-From 2 pit at 0.00 to 2 plf at 9.84 ie� MAR�' 4k,, TC- -7 lb Conc.Load at 1.41 wa sGi swa• TC- 128 lb Conc.Load at 4.24 „• •+4� ,{ TC- 233 lb Conc.Load at 7.07 �` •" , w 4t BC- 23 lb Conc.Load at 1.41 * •- m BC- 103 lb Conc.Load at 4.24 : No047182 Z. BC- 179 lb Conc.Load at 7.07 Wind Wind loads and reactions based on MWFRS. ' STATE F � • 4t N • ~a"Rxwaw+•wart SERIAL 7f 00 00 0100 00 01 4b fre 5c 41 ca 99 le(0 36 Tird,item has Kean ak¢ranlcally sfy^ned one waled Ey manl.al.Martina;, PF.IGL.lac.0471e11 an the date shawn abase 4 ing a SHA•1 aathantkaticncade- **WARNING** READ AND F0LL0.Ai4u414:1cq{QTFLScQ NT,kd6&W"JNG6,aoandsrske "IMPORTANT** FURNISH THIS DRAWING TOidnb6GGN+ZRAG:fiGJf ANG tWIIU4Gdlhl&,INSi AL--LERS Trusses require extreme care in fabricating,handlin shippingylnstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise, Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIrFPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e_, listing this drawing indicates acceptance of professiongi engineering responsibility solely for the design shown. The suigabdity and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.l inst.or:SBCA:www.sbcindusl .com•ICC:www.iccsafe.or Job Number: 136DCS103 '" Ply:1 SEQN:677344/T25/HIP_ 4EBB 1828-Cali"D"LL OL/DR Horton/4EBB 1828-Cali"D"LL OL Qty: 2 FROM:JAH DRW: Truss Label: CJ3L Wgt:16.8 Ibs / ... 11/09/16 C 12 4.24 Lo ti 2X4(A1) B N T-3 A D 1 I`I I 4'2"3 If J 4'2"3 Loading Criteria(psf)-- Wind Criteria .. - Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160mph Pf:NA Ce:NA VERT(LL): NA B 84 /45 /- . /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 64 /48 /- /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 D - D 28 /- /7 /- /- /1.5 Des Ld: 37.00 EXP:C- HOf2Z(TL): 0.002 D - - Wind reactions based'on MWFRS ft _ Mean Height:15.00 B Min Br NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 g Width Req= 1.5 Soffit: 2.00 'BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.091 C Min Brg Width Req= - Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.052 D Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.000 Bearing B.is a rigid surface. Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp.' Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.01B.0614.19 Lumber - A-B 9 -6 B-C 21 -16 Value Set:13B(Effective 6/1/2013) - Top chord 2x4 SP#1 Maximum Bot Choid'Forces Per Ply(Ills) Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"1313"uses design values B-D 0 0 approved 113012013 by ALSC _..... Loading Hipjack supports 2-11-8 setback jacks with no webs. Wind -Wind loads and reactions based on MWFRS. �`a8B�1311�afidj�j, • ft� ��o Pao.047182 aob • �+ N. 411 fir � a •gg+� � Offi , b.wr ° N M-� SERIAL#; 7t 00 00 01100 00 01 468e 57c d1 ca 99 is(0 36i Thlz it—has been clemanitAlty stoned And saal.d by Msnusl Martinet, ?F IzC.I.ic.pd 7181}en the eav:zl:awrt alsn.e using a sHA.l aulllCft{[atIGfl**WARNING** READ READ AND FOLLO,,"Allc�UQTFLSalkT d6F QRAWWJ14G6anc6a.dzsslcd **IMPORTANT** FURNISH THIS DRAWING TmrAl16C).G ZRA-t3GdA.6"IiWaINGdT-"n�NSttTALLERS Trusses require extreme care in fabricating,handlin shippfng;pinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary - 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 bracing Installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer.to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/T 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 professionag engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer.per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t instor:SBCA:vA w.sbcindus .corn-ICC:wwmiccsafe.or ' Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ort 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ❑r, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed,,Exposure D, Kzt = 1.00 2" Brace (1) lx4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace w (2) 2x6• 'L' Brace xo Bracing Group Species and Grades, Gable Vertical No pacing Species I Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S ruce-Pine-Fir Hen-Flr S #3 3' 8' S' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' #1 / #2 Standard #2 Stud #3 Stud #3 Standard O u Stud 3' 8' 5' 9' 6' V 7' 8' 7' I1' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' I� Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' Dou tas Flr-Larch Southern Plnewxx 0l #1 4' 0' 6' 8' 6' 11, 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' #3 03 J S P #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1'• 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' Stud Stud Standard Standard #3 3' 9' S' 3' S' 7' 6' 11' 7' S' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' ccv D F L Stud ' 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' R. 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' Group Bi _ [- 41 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11, 0' 13' 11' 14' 0' 14' 0' 14' 0' Hen-Fir _ S P r #3 4' 2' 1 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' l4' 0' #1 & Btr �f LJ Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' #! Qj O �l Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' Dou l¢s Flr-Larch Southern Plnexxx \ #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' ill 1' 14' 0' 14, 0' 14' 0' 14' 0' #! at / S P #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' Ill 0' 13, ill 14' 0' 14' 0' 14' 0' #2 #2 1 #3 4' 4' G' 5' 6' 10' 8' 6' 9' V 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' lx4 Braces shall be SRB (Stress-Rated Board). .-4 D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' to, 11' 13' 4' 14' 0' 14' 0' L4' 0' xxFor lx4 So. Pine use only Industrial 55 or Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, 11' 10, 12' 7' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B C' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' values naybe used with these rades. CS S P r #3 4' 7' 8' 2' 8' 5' 9' 8° 10, 0' 11' 6' 12, 0' 14' 0' 1 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes, �f U I I r Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14, 0' 14' 0' 14' 0' Vinci Load deflection criterion Is L/240. O1�11 Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 75 plF over X #1. 5' V 8' 5' 8' e' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psF TC Dead Load). C5 S P #2 4' 10' 8' 3- 8' 7- 9' 9' 10' 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports toad from 4' 0' outlookers #3 4' 9' 7' 4' 7' 10' 9' 8' 10' V 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. rl D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14, 0' 14' 0' 14' 0' Sy mm 1^ Attach 'L' braces with 10d (0.128'x3.0' min) nails, About) able Truss A For (1) 'L' brace, space malls at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace option- )I()KFor (2) 'L' braces, space nails at 3' o.c. In IS' end zones and 6' o.c. between zones. vertical length may be T doubled when diagonal 18, X 'L' bracing must be a minimum of 80% of web brace Is used. Connect L member length, diagonal brace for 6000 at each end, Max web I Brace Gable Vertical Plate Sizes total length Is 14'. )KA Vertical Length No Splice 2x6 DF-L 02 or I Less than 4' 0' 2X3 i better diagonal T It Greater than 4' 0', but 3X4 Vertical length shown brace, single 181, less than 11' 6' In table above. I or double cut Greater than ll' 6' 4X4 45' (as shown) at + Refer to common truss deslgn for L upper end. 1 peak, splice, and heel plates, Connect diagonal l. at ontinuous Bearing\\\10 11111 /!f0�fyj! Refer not nddres the edBuuildi by nhlsDesigner for conditions midpoint of vertical web. Refer to chart above for .(' a length. ovARNINGw READ AND FOLLOW ALL NOTES ON THIS DRAVING REF ASCE7-10-GAB16015 ..INPDRTANTxx FURNISH TTDS DRAVING TD ALL CONTRACTORS INCLUDING THE INSTALLERS, ` Q� � %, Trusses require extreme ear.in Fabricating,handting,shipping,Inst.Uing and bracing. Refe7 to and �`� �. •� follow the latest etlltlon of SCSI(Bulding Component Safety[nfornntlon,by TPI and SBCA)For�.,safety �1' 9/ \ DATE 10/01/14 praetices prior to performing these fun tions. Installers shad provide temporary bracingper PCSI. U t s noted otherwise,top hard shall have properly attached structural sheathing d bottom chord -,; % •'f' DRWG A16015ENC101014 shall have a properly attached rlgitl telling• Locations shorn for permanent Intern,restraint of webs - / FI �� shall have and posI Instasad par BCSI sections the J or BID,as applicable. Apply plates to each face d Ilt ll�[] of truss and pasltlon as shorn above and on the Joint Details,unless noted otherwise. S /AT'fGLL: r . Refer to drawings I6CA-Z for standard plate positions. Alpine, division of ITV Building Conponents Group Inc,shall not be responsible for y deviation from �+"„� !> p �b AN IIWCOMPANY this drawing,any felt-,to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, ro l"+C •j `�(,p a�� MAX, TOT, LD, 60 PSF installation a 6 bracing f trusses, .sy g zeal on this drawing or cover page listing this drawing, uitantes acceptance t professional onnl q. (•l f� erglneering responsiblOTy solely for the design shown. The suitability and use of this drawing 13389 Lakefront Drive far any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect, Earth City,M063D45 For n Infornntlan see this job's general notes page nntl these web slles, aa'ban.mnq,,,rpppAAt MAX, SPACING 24,0" ALPINE,r r.olpineltr,coni TPB rww.tpinst.orgi SBCA,w-sbclndustry.orgi ICC,rrr.iccsmFe.org Gable Stud Reinforcement Detail ASCE , 7-101 160 mph Wind - Speed-), 30' Mean Height, Enclosed,: Exposure C, Kzt = 1.00 Ort 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt'•=.1,00 Or I 140 mph Wind Speed, 30', Mean Height, Enclosed, Exposure D, Kzt = 1.00 . Or: 120 mph'Wind Speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) lx4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace Mil (1) 2x6 'L' Brace x (2) 2x6 'L• Brace X0 Bracing Group Species and Grades) Gable Vertical No Spacing Species Grade Braces Group A Group 'B Group A Group B Group A Group B Group A Group B Group A Group B Group At S #1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7'-8- 6' 9'' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' S ruse-Pine-Fir Hen-Flr - #1 / #2 Standard 02 . Stud- _ 0) U S P P #3 3' 6' 5' 5' 5' 9'•• 7' 2' 7' 7'' 8' 8' 9' L' 11' 3' Ill 11' 13' 7' 14' 0' 1 #3 1 Stud 1 #3 JSt.ndorotj O uP Stud 3' 6' 5' 4' 5' 8'l 7' 2' 7' 7' 8' 8' 9"1' 11' 2' 1l' 11' 13'.7' 14' 0' rl Standard 3' 6' 4' 7' 4' I1' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' Dou las Flr-Larch Southern Plne.rr #1 3' 10' 6' 4' 6' 7' 1 7' 6' 7' 9' 1 8' 11' 9"3' 11' 9' 12' 2' 13' 11' 14' 0' #3 #3 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' ' li' 7' 12' 0' 13' 9' 14' 0' Stud Stud #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9" ' 9' 1' 10, 1' 10, 10, 13' 8',• 14' 0' Standard Standard d o D P L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' U Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12'•2' 13' 0' Group BI _ r #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' Hen-Fir _P - S P r #3 4' 0' 6' 7' 7' 5' 8' 4' 8' S. 9' Ill 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' #1 6 Btr L U H r Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' Ill 10' 4' 13, 1' 13' 7' 14, 0' 14' 0' #1 QJ O I I1 Standard 4' 0' S' 8' 6' 0' 7' 6' 1 8' 0' 9' 11' 10' 4' 11' 10, l2' 8' 14' 0' 14' 0' Do u Ins FIr-Larch Southern Pine..■ \ #1 4' 5' 7' 3• 7' 6' 8' 7' 8' 11' 10, 2' 10' 7'. 13' 5' 13' 11' 14' 0' 14' 0' #t #t / S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 1 13' 9' 14' 0' 14' 0' #2 #2 r 43 4' V 5' IV G' 4' 7' 11' 8' 5' 10, 0' 10' 5" 12' 5' 13' 3' 14' 0' 14' 0' _ D r L Stud 4' 1' S' 11' 6' 4' 7' 11' 8' S' 10' 0' 10' S' 12' S' 13' 3' 14' 0' 14' 0' Ix4 Braces shall be SRB (Stress-Rated Board). xxFor Ix4 So. Pine use only Industrial 55 or Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' S' 10' 2' 11' 0' Ill 9' 14' 0' 14' 0' Industrlal,45 Stress-Rated Boards. Group B r 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' volues'na be used with these i-2, . d _ S P.r #3 14' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5'. 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes, U H Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5', 14' 0' 14' 0' .14' 0' 14' 0' Wind Load deflection criterion Is L/240. OStnndnrd 4' S' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0• 14' 0' 14' 0' Provide uplift connections for 135 ptf over X #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' ' 14' 0 14' 0' 14' 0., 14' 0' continuous bearing(5apsf TC Dead Load), d S P '#2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' i' 11' G' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4. 0' outlookei�s 01J. 03 4' 6' 1 6' 10, 7' 3' 9''1' 9' 7' I1' 0' 11'16, 14' 0' 14' 0' 14' 0' 14' 0.� with 2' 0' over or'12' plywood overhang. D L Stud 4' 6' 6' 10' 7''3' 9' 1' 9' 7' 11' 0' I1' 6' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10, 11' II' 5' 12' 8' 13' 7' 14' 0'• 14' 0' Sym^l^ Attach 'L' braces with IOd (0.128'0,0''min) nails. � About) )K For Q) 'L' brace' space nails at 2' d.c. able Truss In 18' end zones and 4'•o.c. between zones. " Diagonal brace option, )K)KFor(2) 'L' braces space malls at,3' o.c vertical length may be T In 18' end zones and 6' o2 between.zones, _ I � • doubled when diagonal is, )K 'L' bracing must be a minimum of 80% of web brace Is used. Connect' L member length. diagonal brace for 6900 •L, ' at each end. Max web I Brace Gable Vertical Plate Sizes total length Is 141. �(;yp - Vertical Len nth No S lice 2x6 DF-L #2 or + Less.than 4' 0' 2X4 better diagonal r + Greater than 4' 0', but 4X4 Vertical length shown I brace) single 18, less than 12'.0' In table above, or double cut I )K f45' (as shown) at L + Refer to-common truss design For upper end. peak, splice, and heel plates. ontlnuous Benring77 7 Refer to the Building Designer for condlSlons Connect diagonal nt I � llI'l111111, not addressed b this detail. midpoint of vertical web. Refer to chart above for max garble rti(NM,'length.' , y ..YARNING[..READ AND FOLL13V ALL NOTES ON THIS DRAVINGI "����' ' _ r` 'a,: - REF ASCE7-10-GAB16030 .D(PORTANT-FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses•equlre extreme care In fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Budding Component Safety Information,by TPI ond'SBCA) For safety, DATE 10/O1/14 practices prior to performing these,functions. Installers shall provide temporary bracing per BCS]. '(� Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord qf,���' shall have a properly attached Igld selling. Locations shorn For permanent lateral restraint of..bs = No�7Af�°'� , DRWG A16030ENC101014 rl r�� f� shall have and pposi ion as p.r BCSI suctions H3,H7 or Hlo,as aWpllcnble. Apply plates to each face _ d IILII,�,]ILLII,L�iJ/I 111.1��-, of truce antl position as shorn abov.and on the Joint Oetals, less noted otherWve. 7�/ r Refer to drawings 16OA-Z for standard plate positions. (./ Alpine, division of [TV Building Components Group Inc shall of be responsible for y deviation from � �J3=ATE•OF' AN ITyVCOMPANY this drawing, y failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, MAX. TOT, LD. 60 PSF Installation L bracing f tr...... �t { P 1 this drarMg or cover page t1st.,g this drawing,Indicates acceptance of professional i 9 engineering responstbldty solely for the design shown. The sultability and use of this drawing for any structure Is the responsibility of the Buddmg Designer per ANSI/TPI 1 S-2, 13389 Lakefront Orive For more Information ee this job's / `� Earth City,MO 63045 J general notes page and these web sited I /'�!dA l"F1ry1 'tltl ftl.T, ALPINE,r r.alpineltr,coni TPI..rr.tpinst.orgN SBCA,r.w..bclnd-try.org,ICC..v.lccsafv.org i}f� tit. MAX, SPACING 24,0' Gable Detail For Let-in VerticoAs Gable Truss Plate Sizes Ab ou Syn•t + Refer to appropriate Alpine gable detail for TT minimum plate sizes for vertical studs. (E)Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a + single plate that covers the total area of the overtopped plates to span the web. Verttical + Example) 2*2X4 LSy th +12 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member '}' } Toe-noll -Or - End-null .t. + To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design, multiply 'T' Increase by length (bused on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails, Maximum allowable 'T' reinforced gable vertical Iod Common (0.148'x 3;,min) Nails at 4' o.c, plus length Is 14' from top to bottom chord. (4) malls In the top and bottom chords. 'T' reinforcing member material must match size, Rigid Sheathing Toenalled Nails, specie, and grade of the 'L' reinforcing member. 10d Common <0.148'x3',mIn) Toenails at 4' o.c. plus Velo Length Increase w/ 'T' Brace 4 Nall (4) toenails in the top and bottom chords. 'T' Reinf. 'T' ,T' This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing wind load. 2x4 30 Member . ASCE 7-05 Gable Detail Drawings Example- 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 Ft, Kzt = 1.00 Gable Spaced At ASCE 7-10 Cable Detall Drawings Gable Vertical = 24'o.c. SP N3 Truss q,.a c A11515ENC101014, A12015ENCI0 014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101O14, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101o14, A20030END101014, A2003OPEDLOIO14 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 4 Nall Ceiling .■IMPORTANT::FURNISH THIS DRAVINGWARNINGWA READ AND f TO ALL�ITTRRAACTORS INCLUDING THE INSTALLERS..DRAWING1 ,`" �1IP ���''�. REF LET-IN VERT Trusses require extreme care In fabricating,handling,shipping,Inston,b and bracing. Refer safety and s � �J �,'t/ i, fallow the latest edition of BCSI(HuildUg Component Safety Information,by TPI and SBCA)for safety I \ �� DATE 10/01/14 practices prior to performing these Functions. [nstauers shall provme temporary bracing par BCSL `�� ��E.lV,S',,�. Unless noted otherwise,top chord shall have properly attached structural sheathing d bottom chord `� DRWG GBLLETIN1014 shalt have a properly attached rigid ceNng. Locations sham for permanent lateral restraint of wehs d rho I� Il I'� shall have and Position Installed per above sections the J or Det as apµkable. Apply plates to each Face Z IN lul�\VI II I�� of truss and position all shorn above and on the Joint 1310, s,unless noted otherwise. � Refer to drawings 160A-Z for standard plate positions.Alpine,a dvision of ITV Building Conponents Gro,p I—shall not be responsible for any deviation from AN TTWC.OMPANY this drawing,any failure to build the truss 4)confornance with ANSI/TPI 1,or for handling,sWpping, = ,rjT%{I k OF �X, TOT. LD. 60. PSF Installation 6 bracing of trusses. - A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional �'0 - fngtieerbg responsbility solely for the deslBn shown The suitability and use of this drowkg '�!` tv,� ��' UR, FAC. ANY or any structure Is the responsbillty of the E dhg Designer per ANSI/TPI I Seel. o C C R, Earth City.M lakefront Orive For more Information see this job's genera(notes pace and these web sites, i v� w Earth City,M063045 ALPINE,www.alpheitr.coni TPI,rrw.tpinstorg SDCA,www.sbclndustry.orgl ICLI vrScesafe.org '�i, li}�J MAX, SPACING 24.0 Valley Detail - ASCE -7-101 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better, valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, 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 Attach each valley to every supporting truss with) Lateral Restraint applied at mid-length of web is permitted with diagonal (2) 16d box (0,135' x 3,5') nalls toe-nailed for bracing as shown in DRWG BRCLBANC1014, ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psF, Kzt = 1.00 Top chord of truss beneath valley set must be braced with) Or properly attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph. 30' Mean Height, Enclosed Installation, Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 0r Bottom chord may be square or pitched cut Purlins at 24' o,c, or as otherwise specified on engineer's sealed design as shown, Or By valley trusses used in lieu of purlin spacing as specified on Valleys short enough to be cut as solid triangular Engineer's sealed design. members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from xxX Note that the purlin spacing for bracing the top chord of the truss separate 2x4 members, beneath the valley is measured along the slope of the top chord. All plates shown are ITW BCG Wave Plates. ++ Larger spans may be built as tong as the vertical height does not exceed 14'-0', 2X4 4X4 • 3X4 ' 12 Valle 12 Max,f Spacing 2X4 X4JPitched Cut 1 �_TF Square Cut Stubbed Valley Optional Hip Valley �— 8-0-0 max-- I Bottom Chord Bottom Chord End Detail Joint Detail 4X4 Toe-nailed Valle/ y -• oa 12 Cormon T u se 12 Max, I o t 2 ' o, , X3 ll S t r1X3 6-0-0 `��` a 4 5X4/SPL (Max Spacing> 1X3 2X4 Q o0l'9 SP Common Trusses 20-0-0 (++) at 24' o.c, Partial Framing Supporting trusses at 24' o,c, maximum spacing. Plan `JIIIJUIr,uuq„ ww MPDRTANT.w FURNISHDr'TMS raavEAD�INGF TO ALLL mNTTRACETDRS TIIICUMIINNG�T}E INSTNIERS. �``\\\\q� ..- '0 4%'�>''' TC LL 30 30 40PSF REF VALLEY DETAIL Trusses require extreme core In fabricating,handling, hipping,Installing d bracing. Refer to and �` �e,,,^ ., ^r,i . lotto.the latest edition of SCSI CBullding Component Safety Information,by TPI and SEM far safety ' .t�.l=:::,:, 'E •!� :TC DL 20 15 7PSF DATE 10/01/2014 practices prior to Perfornlnp these funptions. Installers hall provide temporary bracing per BCSL T1 `a/.` `" Unlvse noted otharwlsv,top chortl shall have properly att.c-d structural sheathingand bottom chord ` �` F' •—, .halt have properly attached Ipld eelBnp. Locations shown for permanent lateralestraint f webs c � ,ei� l"BC DL 10 10 10 PSF DRWG VAL160101014 L`P! shall hove b Posi ion.led per SCSI secd on th J 13B10.t unk...no Apply ptwtea to each face =of traaa and paatlan a na.n abay.and on the aa�i B.tan=,anl.ve noted otherwise. = 6 �i ,,c i r,.BC LL 0 0 0 PSF Refer to drowNga 160A-Z for standard plate positions. 1 / . Alpine, mvl:Ion of ITV BUlding Components group Inc.shall of be pomsble far, y deviation from = rY{� TOT, LD, 60 55 57PSF AN ffW WMPANY this drawing, y failure to bulld the truss In conformance with ANSI/TPI 1,or for handling,shipping, b'�•J 1,t r E n�Instollotbn 6 hroclrg f trusses. A eat on this d—iml;or cover page listing this d-awing,hdcatec ncceptanca of professbnnl `,'j.3 •1 f ? t•}_ ` e-91reerh,g spamsbnity solely for the design sham The suttobllty ntl use pf If tlrowhg 13389 Lakefront Drive far°^Y structure Is the—PonsbP,ty of the Buldhg Beslpner per ANSVTPI I Sect '�r".�,(�' (�i or ' UR.FAC.1.2511.33 1.15 1.15 Eanh Cily.MO fi3045 For more Information see this Job's general notes page and these web site.- ''i{K{,iSr��r "yi4�• /, ALPINE-w w.alpineltw.eon(TPL rww,tpinst.orp(SBCA-....sbclndustry.org,ICO rwr.lcesofe.orp t,• _, {ti, �,``�SPACING 24 0' I e , , Piggyback Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 I60 In Vind, 30.00 f t Mean Hgt, ASCE 7-10, Enclosed Bid% located anywhere In roof, Exp C, Wind DL= 5.0 psf (min),.Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1,0. Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xw Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. Detail A n P u r l n Spacing - 24' o.c. or less Piggyback cap truss slant Walled to all top chord 12 purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab Up to 12 (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. 4 2' 2' 4' Attach purlin bracing to the Flat top chard using (2) 16d box nails (0.135'x3.5'). 2' The top chord 03 grade 2x4 scab may be replaced Purlln Spacing = with either of the Following, (1) 3X8 Trulox 24' o,c max 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, NalLing thru holes of Top Chard Scab (Typical Each End) Flat top chord purllns required at both wave plate Is acceptable. ends and at 24' max o,c. spacing In between. ction Detail B P u r l i n Spacing > 24' o,c, x I addition, provide congemethods- Piggyback with one of the followln cap truss slant nailed to all top chord purlin Trulox bracing with (2) 16d box nails (0,135'x35') and secure top Use 3X8 Trulox plates for 2x4 chord member, and chord with 2x4 #3 grade scab (1 side only at each end) 3X10 Trulox plates for 2x6 and larger chord attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c, members. Attach to each face @ 8' o.c. with (4) 0.120'xl.375' nails Into cap bottom chord and (4) Attach purlin bracing to the flat top chord In base truss top chord. Trulox plates may be 12 using a minimum of (2) 16d box nails (0.135'x3.5'), staggered 4' o.c. front to back faces. Up to 12 APA Rated Gusset B'XB'X7/16' (min) APA rated sheathing gussets (each face). Attach e 8' o.c, with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord, Gussets 4' 2' 2' 4' may be staggered 4' o.c. front to back faces. ® 2x4 Vertical Scabs 2' 2x4 SPF 02, full chord depth scabs (each face). Attach @ 8' o.c. with (6) 10d box nails (0.128'x3') per scab, (3) In cap bottom chord and (3) In -N\ base truss top chord. Scabs may be staggered 4' o.c. Front to back faces. Purlln Spacing > 28PB Wave Piggyback Plate .24' c.c. nax One 28PB wave pl gyback plate to each face Full @ 8' o.c. Attach teeth to piggyback at time of Top Chord Scab (Typical Each End) Chord Flat top chord purllns required at fabrication, Attach to supporting truss with Depth both ends, purlin spacing > 24' o,c, P4) O.b2n0 k 1,3n{es may per staggered e er ply o.c. front Notes If purllns or sheathing are not specified on the flat top of the base togback faces, y truss, purllns must be Installed at 24' o,c, max. and use Detail A. t4.}llit�Pf��111%j ""ARNING`7 READ AND FTILLOV ALL NDTES.THIS DRAVINGI �� `! �I w 11141IRTANTwr FURNISH THIS DRAVING TO ALL CONTRACTORS INCLU➢ING THE INSTALLERS. \ ��/ �Ctff� REF PIGGYBACK Trusses require extreme care In fabricating,handling,shipping,Installing and bracing, Refer to and 'T F. the latest edition of SCSI(BuRdIng Component Safety Information,by TPI d SBCA)for safety \�`�`�Q' \CEr�I DATE 10/01/14 practices prior to performing these functions. Installers shall provide tenpsoraryy bracing per SCSI. S �'� Unless noted otherwise,top chord hall have properly attached structurol heathing and bottom chord DRWG PB1601O1014 shall have a properly attached Igld celling. Locations shorn for permanent lateral restraint of webs 7�,�y d � shall have bracing Installed per SCSI sections B3,87 or 810,as applicable. Apply plates to each face "T I +•'F IL�� f true[ ntl osltlon o shown above and on the Joint Detals,unless noted otherwise, ReFer to draNngs 16041 for stondard plate positions. Alpine,a division of ITV Building Components Group Inc.shall of be responsible for any deviation from ='(7 AN ri W COMPANY this drawing,any Failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, +� A TF OF Installation L bracing of trusses. + A seal this drawing or cover page listing tuts drawing,Indicates acceptance of professipmal F�✓' (y(� engineering espar s0ni0ty solely for the design shorn The sultablilty and of this droning 5f �(� P I t✓ for any structure Is the respornsWRlty of the Bu0.ding Designer per ANSV,TPI 1 Ser1. 94'f`Y l 1111,LAkelronl olive For more Information see this Job's eneral notes page and these web s1tes- EaRh CdyMO 63045 ALPINE.r r.alpineltw.coni TPI,www•tpinst.org,SSCA-wrrsbdhol-try—gi ICC,wwdccs.Fe. g t!!, ® � \\\N SPACING 24.0' !I/l III IIIIIt111 i X Hip Frame Details Hip Frame W4X4, Min, B Common 24' Trusses ' Typ ' W1.5X3 Typ. Stepped Hip Sy�m Trusses 2x4 Chords 2x4 Purlins Setback n c #1 Hip Pitched and Sheathed Chord Area / B Hip Frame --- -------------------------------- ----------------------- -- Bottom Chord t W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0.131'x3,5' nails W3X4, Min. Hip Frame, 'R' Bottom chord of hip frame to be attached to #1 hip with 0.131'x3,5' nails @ 6' o,c, maximum spacing, Hip frame stops at plumb cut of Hip Frarie jacks to maintain pitch continuity, Section B—B � Hip frame lumber is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better, See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, 'R' Hip frame chords may be trimmed up to 2' to fit,Purlins must be intact and properly attached, f 4Setback Stepped HI ��Syste Trusses Use this detail for: - ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 36' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat,top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber. Structure` aels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hiRLaW`ff 1] n11�jwC;lins, wrVURNISH T READ AND FOLLOV ALL NOTES tin THIS GRAVINGI ````t� �GE�SF t.� , REF HIP FRAME wwIHPONTANTw.FURNISH THIS GRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �A1`(' Trusses require extrene'care In fabricating,handling,shlpphg,InstalUng and bracing. Refer to and V follow the latest editim of BCSI CBullding Component SofeL Infornatlon,by TPI and SBCA1 for safety J DATE 10/01/14 practices prior to performing these functions. Installers tall provide temporary bracing per BCSI. _ Nnf�' Unless noted ather.l..,top chord shall have properly attached structural h..tKmg and bottom chord shall have a properly attached rigid c.11hg. Locations shown far permanent lateral restraint of webs, _ .l= DRWG HIPFR1801014 ALF1 ^ shall have bracing Installed per BCSI sections B3,87 or B10, s applicable. Apply plates to each face n I I 11�11� of truss antl position as shorn above and on the Joint Details,unless noted otherwise. _ /I A`7E t�� II I�ILLLIII� Refer to drawings 160A-Z for standard plate positions. Alpine,n division of ITV Building Components Group Inc shall of be responsible for y deviation from 9 AN 1TW COMPANY this drawing.any fa0ure to b Zd the truss In conformance with ANSI/TPI 1,or for handUn shl In hstallatlan i b acin F trusses g, pp 9. Q ` A seal on this drn wing or cover page Usthg this drawing,indicates acceptance of professional . farany hg p—11,iUty solely for the tlesign sham The sult.Wty and use of this drawing13389 Lakefront for any strut. .Is the responsibility of the Building Designer per ANSUTPI I Sect E rth City.M063045 rive For her.Infarnntion see this Job's general notes page and these web sltes- tyf�71110111111111121121\, ALPINC,•w.alphvltw.conf TPI�rww.tphst.orgl SBCA-..w.sbclndustryorgl ICQ rrwlccsafe.org • tr CLR Reinf crcing Member Substitution 1 . T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf, Is specified on a truss design but an alternative web L—Reinforcementl or reinforcement method is desired, L-Reinf, Apply to either side of 'web narrow face, Attach with 10d (0.128'x3,0',min) nails at 6' o,c, Reinforcing member Is Notes: a minimum 80% of web member length. This detail Is only applicable for changing the specified CLR shown on single 'ply sealed designs to T-reinforcement or L-relnforecement or scab reinforcement, Alternative reinforcement specified In.chart below may be conservative. For minimum alternative reinforcement, re-run design with appropriate reinforcement type, T-Reinf, L-Reinf, Web Member Specified CLR ' Alternative Relnforecement Scab Reinforcement: Size Restraint T- or L- Reinf, Scab Reinf, 20 or 2x4 1 row 2x4 1-2z4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, Attach with 10d (0.128'x3,0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o,c, Reinforcing member is a 2x6 2 rows 2x6 2-2x4OK) minimum 80%, of web member length, 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x60K) Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab on wide face of web, Apply (1) scab to each face of web, �VARNING"READ AND Fla.LOV ALL N13TES IN THIS DRAVINGI \\\\ 1 p <</, n3NP62TANTw F1IRNISH THIS DRAVM TO ALL CONTRACTORS INCLLMM THE INSTALLER& `�.\`•\�9�. MY1�� /,� TC LL PSF REF CLR Subst, Trusses require extreme core In fabrlc,ting,hantlling,shipping,Inst,lling and bracing. Refer to and \ T �� follow the latest edition of BCS[CBuldlnp Component Safety Information,by TPI and SBCA1 For safety P f 51 f TC DL PSF DATE 10/Ol/14 practices prior to performing these functions. Installers shall provide temporary bradng par BCSL ``S Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord ` V C DL PSF DRWG BRCLBSUB1014 shall have a property attached rigid ceiling, Locations shown for permanent lateral restraint of webs of t have and Fosi Installed per BCS[sections..the J or BID,as oust-s lo. Apply plates to each face — 'J("� of truss nd pp itlan c horn,hove and on the Joint Details, less noted otherwise. !!✓//�'u/ $C LL PSF Refer to drawings 160Aa2 for standard plate positions, _ Alpine, division of ITV Bullding Components Group Inc.shall not be responsible for y deviation from _ SOT. LD, PSF AN ITW COMPANY this drawing,,ny failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipplrg, .9 A F dp Inst,tlatlan L bracing of trusces, A seal on this drawing or cover page Ds"this dr,ung,Indicates acceptance of professlarol englneerlrg responsibility solely far the design she The suitabiUty and use of lids droning `6© r IQP. DUR, FAC, for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.B f1 13389 Lakefront Drive F (1 eb sItes, Earth City,MO fi3045 ALPINErr ,l Information oTPlerrw,tlslnstorb'sgeD A.rrrsbcnotes ndustr ore and heICGse�rr Jccsafe or * ) SPACING /y//fllllllllllllllll\ Cracked or Broken Member .. Repair Detail . Load Duration .= 0% This drawing specifies repairs for a truss with broken chord Member forces May be increased for Duration of Load or web member, This design is valid only for single ply trusses with 2x4 or Maximum Member Axial Force 2x6 broken members. No more than one break per chord panel Member Size L SPF-C HF DF-L SYP , and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not y 12' 620# 635# 730# 800#Web Only 2x4 comply with this detail, _ (B) _ Damaged area, 12' max length of damaged section Web Only 2x4 18, 975# 1055# 1295# 14154 (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and Web or Chord 2x4 975# 1055# 1495# 1745# specles as damaged member, Apply one scab per face, 24, Minimum side member length(s) _ (2)(L) + (B) Web or Chord 2x6 1465# 1585# 2245# 2620# Scab member length (S) must be within the broken panel, Web or Chord 2x4 Nail Into 2x4 members using two (2) rows at 4' o,c„ rows staggered. 1910# 1960# 2315# 2555# Nail Into 2x6 members using three (3) rows at 4' o,c„ rows staggered, 30' Nail using lOd box or gun Halls (0,128'x3', min) Into each side member. Web or Chord 2x6 2230# 2365# 3125# 3575# d Ch 2x4 b or or The .maximum permitted lumber grade for use with this We 36, 2470# 2530# 2930# 3210# detail is Limited to Visual grade #1 and MSR grade 1650f, Web or Chord 2x6 3535# 3635# 4295# 4745# This repair detail may be used for broken connector plate at mid-panel splices. Web or Chord 2x4 2975# 3045# 3505# 3835# This repair detail may not be used for damaged chord or web 42' sections occurring within the connector plate area. Web or Chord 2x6 4395# 4500# 5225# 5725# Broken chord may not support any tie-In loads. Web or Chord 2x4 3460# 3540# 4070# 4445# 48° Web or Chord 2x6 5165# 5280# 6095# 66604 s Minimum L Distance ' B L. 1 L L 4' o,c Typical~ s L + O + O + O + O L \ + 0 + o + O + Ni J�B L Distance —� 2' [— Stagger L + = Back Face 10d Box (0,128' x 3', min) Nails: O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Trile Row Sta .red Nail Spacing Detail """'°"° _ wwpIpRTANTv VARNINGI+w READ AND FOLLOW ALL NOTES IN THIS DRAWING: �` \ - ; °; REF MEMBER REPAIR FURNISH THiS DRAWING TG ALL CONTRACTORS INCLUDING THE INSTALLERS. A r' N y, Trusses require ewtrene carein fabricating,handling,chipping,Installing and brocing. Refer to and �``� ��"'� "SLR DATE 1C�[)1�14 folio.the latect edition of SCSI(Buhmng Component Safety information,by TPI and SBCA)for safety \ ` e,•,i practices prior to performing these functions. Installers shall provide temporary b—cIng per BCSI. No \ Unless noted otherwise,top chord shall have properly attached structural sheathlno and bottom chord �, DRWG REPCHRD1014 shot,have a properly attached rigid telling. Locations shown for permanent lateral restraint of ehs ,,�/ fl I��r� n .hall have brodng Instal s per BCSI sections the J ar DBID,etails, s applicable. Apply plates to each face F�JZ ` Q IILII_�IIUUu��I llll \IJII Re truss old position as shown shove and n the Joint Deta4s,unless noted otherwise. TE OF Refer to drawings IGOA-Z for standard plate positions. Alpine,a division of ITV Building Components Group Inc shall of be responsible for any devlation from� tt tJ AN fTW COMPANY this droving,any failure to bind the truss In confarnance with ANSI/TPI 1,or.for handling,shipping, Installation 6 lrl; f trusses. A l on this d-o.Lg o pope misting this drawing,lrd.ates acceptance of professional ',,0�(• 4�� ti"✓�;; • engineering resporu"ty solely for the design horn The suitability and a of this drawhg �i (�`r Far any structure Is the respons3Nlty of the Building Designer per ANSI/TPI 1 S-2. f/fI�`s/ 1},,r`{Y �T1;\\t\v` 'ETth City, M nil Drive For more Information see this page and thee.web sites. / 11'l L �'•• \Earth City,M063045 ALPINE.w—alpineitw.conl TPI,wvv.tpinstorgjeSBCA.wwwsbclndustry.orgi ICC,wwwJccsofe.org f/f/II lit" SPACING 24,0' MAX THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' ❑,C. MAX. STANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING AND IOPSF MAX. CEILING LOAD„ WITH THE EXCEPTIONS NOTED ON THIS SHEET D❑ NOT USE THIS DETAIL FOR+ 1. STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). 2. INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS, 3, LOADS IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME. 4. DRAG LOADS CONNECTED TO THE FALSE FRAME. 5. TOP CHORD APPLIED FALSE FRAMES, 6, LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL. )K iiC 7, VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O')• FILLER ----- 8, FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. 4' 0' OC MAX, � LENGTH T0�ILLER r EXISTING FILLER NOTEI FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES GENERAL N❑TESI NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, ❑R CHANGING - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. LOAD CONDITIONS OR SUPPORT C❑NDITIONS. BRACING REQUIREMENTS MAY - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION. FRAME CHORDS. SHOP APPLIED - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION, - LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT ❑PTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE VERTICAL WEB. ALL PLATES ARE REQUIRED ON B❑TH FACES OF EACH JOINT• STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, ❑R AN (4' MAX. PANEL LENGTH). ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE). APPLY REQUIRED BRACING (SEE BELOW), ❑PTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FIELD APPLIED FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS), - PLACE FALSE FRAME CHORD IN-PLANE WITH THE TRUSS, CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE RED. CHORD OF THE ❑RIGINAL TRUSS, SINCE MANY FACTORS AFFECT THE - J❑IN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND (0,128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLOCK) LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE T❑ DEVELOP A - MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) GUSSET TO EACH FACE AND STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE 8d NAILS (0,113x2,5') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT 1F BRACING EXCEED 10'-0' D.C. FOR A SINGLE-PLY TRUSS BOTTOM CHORD. DESIRED. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD (0.120') x1.375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME TRUSS ATTACHED WITH 4 NAILS). CHORD AT 10'-0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR LONG MIN• BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE PER THE LATEST VERSION OF ANSI/TPI, FACE ONLY), -VARNINGpm READ AND FGLL13V ALL NOTES(IN THIS DRAVM `��� ,a R]•'+,, REF BC FILLER IVI --LWEIRTANTww FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� V PS� +,. Trusses require extreme care In Fabricating,handlln shipping,InsttUln and bracing. Refer to and i ng• a• pP B• g 7• /� n follor the latest edition of BCS[(Huadlnp Component Safety Infornatlon,by TPI and SBCA)for safety DATE 10/O1/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otharrlss,top chard shah have properly attached structural sheathing and bottom chord N _ DRWG REPBCFIL1014 shall have a properly attached rigid ee&Ing. Locations shown far permanent lateral rest,wnt of webs dshall have bracing Installed per BCSI sections 23,B7 or B10,as applicable. Apply plates to each face ��LJ J�If�\ 11� of truss and position c shown above and n the Joint Details,unless mated otherwise. 1111 \Vvl Refer to droving.16DA-2 for standard plate positions. Alpine,a division of ITV Butldinp Components Group Inc.shall not be responsible for any deviation Fro � A E (�C; AN fTW COMPANY th s drawing,any failure to build thr tress In confornance with ANSI/TPI 1,or for handling, Shipp ng, Installation L brocing of trusses. A seal on this drawing or cover page thing this drawing,Indicates acceptance of professional ry••ss 1® ngineertng responsWOty surely for the design shorn The suitability and use of this drowhg i �,� V R 1 SV. far any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect m 13389 Lakefront Drive Earth City,M063046 For ore Information see this job's general notes page and these web sites- • �4T� ^' � ALPINE,www.alpineltw.con,TPI,wrw.tpInst.orgi SBCA,wwr.sbclndustry.orgi ICC`r...1--fe—g 9! NAn,t� n ll�llllll. SCAB 2X4 EVERHANG' 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, same grade and species as top chord designated on Engineer's sealed design and three times'• the overhang length, Attach overhang scab to one face of top chord with 10d box (0,128"x3,0", min) nails at 8" o,c, plus clusters of four nails where shown in figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species. NOTE: Add 210# uplift (max.) to reported truss uplift for. wall connections. 12 2 TO 12 � Oil) L 24" MAXIMUM RA A rr"'ARNINGDot READ AND FD]O AL ALL NOTES DN INCLUDING DING TH �J p� , T❑TAL TOP CHORD REF 2X4 SCAB O,H, rrDJPL-e extreme FURNISH THIS DRAWING h ALL,shipping, INCLUDING THE INSTALLERS. G S+ �'' LOAD NOT T❑ Trusses equlre extreme care In fobrlcatlrg,handling,shlppinp,Installing and brnc6lp. Refer to and � E1tl fo4ow the latest edition of BCSI(BuAdlno Component Safety Inl- tl,,.by TPI and SBCA)for fety Q' N F DATE 10/01/14' practices prior So performing these functions. Installers shall provlda temporary bracing per SCSI. NO f' �,�=EXCEED 40 PSF Onless naiad otherwise,tap Nord shell have properly attached structural sheathing and bottom chard _ � (DEAD 'PLUS LIVE) DRWG OHSCB2X41014 shall hove o properly attached rietd telling. Locations shorn for permanent lateral restraint OF webs ���f� FI� shnll have hd Si Instas s per lbo sections the J or Details, as nppllcnhn. Appoly plotes to each Face - �/' ALP �--�� lU�\\IJI F truss and ppoeltlon as shorn shove and on the Joint DetaAs,unless nototl thorrisv. 7 f `� Refer<o dra•Inps 160A-Z for standard plate positions. Alpine,a division of ITV Building Components Group Inc.shall not be ponsihle for y devlatlon fro, S-f E G1= AN MCOMPANY this drawing, y failure to build the truss In conformance with ANSI/TPI 1,er for handling.shlpping, .0 I,. am a hrocing f trusses. ' /� A l on this dra•Ing or cover page listing this d—Ing,Indicates acceptance f.professlonnl ngln y s ponsmluty solely for the design shorn. The sultabalty and of this professional DUR, FAC. 1,15/1,25 J for any structure Is the respons6llky of the Bu0.ding Deelpner per ANSI/TPI I Seel 13388 City. 3045 For more Infornatlan see this job's page and these web sltes, 'SIpNAL� t��°, Earth Cil.MO 63045 J general notes ALPINE w r.alpinvltr.coni TPD rrr.tpinst.orgJ SHCA,rr.,cbclntluctry,argl ICP•rrJccsofv.rg "f��/ tit\ SPACING 24' t 39'8"• HANGER SCHEDULE Twn Lr]A.°x°wT meal }--12'4" � 1o' nL— 17'4" "®HU6 Oe'—B•ELEV. c BJl E L BJLL - 2 Ll'11 20 NFL LOOL LL WILL 1) yaL !y PAA➢OI fILOA I.T° r FN IIN59 WY 6[AD)l°RP bU 97ID I°0�y4 1•F.PlW®WO 6 HE5°MT �0 mN1R[ C ROON WB4,SPAONC Y-T Ox1Fss xOTm BJl E BJl APPROHO 1MIA ANww BY BIILom E 7 =4 MH4UM TOP ANO 80TTOM o"M' PLUMB OUT OVERHANG ' BJ BJ3^ Ip 6 I BJ EJ7 EJ7 B45 I I# N IB Al0 8" G.BRG. A9 (. OTHE U RWISE OTHEOE AB TYPICAL TRUSS END Al ALL IDw•m1O R ST•6S OQTPT AS 9pbt m NOT mT W K4A IBU73L1 bTNPIT A6 Lumomr.Txa!TxaM Tw an¢ 1MI°0115 LMT 9E pOTIfBD b1HN11O WK R 9@NOR 6 pg ]nr aBP1lx c°urmmrte umpw MssnP roes, no Waounas Tel°c xaam. Ae o WARNING • �,.wv p..x.x....... Q]APPROVED ®APPROVEDASNOTtD x� NOTE�� ❑RME&RESUBMIT 0 REJECTEDIRESUSMR ❑NOTREVIEWED nFOR YOUR INFORMATION m " Submittals are reviewed for cemormance lam design Intent N N U•Oua wiwxc • and general compliance with the Contract Documents ongr. �L�L1x��,oT ®TNT Notations Do Not Aathodze Changes to Contract Sam. Approval,comments and/or corrections does not nfta the APPROVAALL SIGNATTUU-- Contractor from compliance with the Contract Documents,TheAIA APPROVAL Contractor is responsible for confirming and correlating all quantities, dimensions, tolerances, clearances, fandcalion processes,techniques and sequences of construction, compatibility of materials and met. Ja,coordi an of their I .�..L.LNOL.L.LT�xa work with ogler tradoa and subcontractors, rformance of ql, ; work in a cafA and satisfactory manner a or fait compliance —�°°�^�"m With the )tract Documents. NL•'a"P NOV 2 2016 •- -.-......._,. kW[mm TpyA v.�T art REVIEWED BY .. Y A O IAN CONCEALED FASTENERS OR AITACHMjNy R A Rl E Y ARE THE RESPONSIBILITY OF THI COMPONENTS, A2 CONTRACTOR OF RECORD LLC A3 CAOv�ElANa_�17yryr3((LLp�y�L]3•e.i H3 [�M ]TB+i N29 E2 B2 'ry L h - , Ur( Horton x• p�1p c' L aZ:103 Creekside