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HomeMy WebLinkAboutTruss Drawings RANEY COMPONENTS Cover Sheet aney 19900 Independence Blvd. Order# Groveland,FL.34736 JOB#136DCS104 ompon1611M LLC Phone:(352)429-9429 * Fax:(352)429-7429 Printed: Thu, Nov 10 2016 Customer Information: Name: Contact: Office or Nome Phone: Cell Phone: DR Horton Fill In Later Address: City,State,Zip: Fax: Job Information: w FOR Address: Description: FOR Name and License Number: 4EAB Aria"D" LL OL Address: City,State,Zip: Region: Creekside Lot 104 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: Wnd 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 36 Total 36 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 AB 10 A9 11 A10G 12 A11G 13 B1 14 B1GB 15 C1GB 16 L01 17 L02 18 V1 19 V2 20 MV1 21 MV2 22 MV3 23 EJ7A 24 EJ7 25 EJ7S 26 EJ3L 27 BJ5A 28 BJ5 29 BJ58 30 BJ3A 31 BJ3 32 BJ1 33 BJ1L 34 CJ7 35 CJ7A 36 CJ3L Manuel Digitally Digitally signed by Manuel Martinez DN c—US,o—IdenTrus[ACES Business j llRepresentative,ou=M AND E ASSOCIATES P.A.,cn—Manuel Martinez, f$ • 0 9 2342.19200300.100.1.1=A01098000 �' •••�••�a 00014B4CFSFE960000211F ,. •• rtinez b Date:2016.11.10 17:12:54-05'00' No 0471:82. • * R. y !i> Qy yY�t y�jp OF V % SERIAL 9: 7f 00 00 0100 00 01146 Btu Sc d1 ca 99 le tO 36 TbIl It—fi.a beenakcvmlcatty skgaed and waled by Mat.tl?darn-, PF..I::t.UC.04 71821 cn tha Cara shown abtwe czittg a SNAx1 authentLaticncadet ?rrrited ccgsks Of tltis'Jaet a.k art not C—sid—d Sgnea and Staled and fhc Sz;It-i authenHcatien cede to tht ueritmd On anyclectrori: P r9l+r Ccpics_ - Page 1 of 1 RANEY COMPONENTS cover Sheet Q77CtJ 19900 Independence Blvd. Order# onrponents LLC Groveland,FL.34736 JOB# 136DCS104 Phone:(352)429-9429 ' Fax:(352)429-7429 Printed: Wed, Nov 9 2016 Job Information. Address: EDRNameandLicenseNumber� Customer Name: Creekside Lot 104 DR Horton 8520 Cobblestone Dr Description: City,State,Zip: 4EAB Aria"D" LL OIL Fort Myers,FL Loading Information: FRoof Loads: Floor Loads: C 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 36 Total 36 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 AB 10 A9 11 A10G 12 A11G 13 B1 14 B1GB 15 C1GB 16 1_01 17 L02 18 V1 19 V2 20 MV1 21 MV2 22 MV3 23 ERA 24 ER 25 ERS 26 EJ3L 27 BJSA 28 BJ5 29 BJSB 30 BJ3A 31 BJ3 32 BA 33 BAL 34 CJ7 35 CJ7A 36 CJ3L Manuel , Digitally signed by Manuel Martinez DN:c=US,o=ldenTrust ACES Business I 1`•.Representative,ou=M AND E 101p jfr\°ASSOCIATES P.A.,cn=Manuel Martinez, ` u� f 0 9 2342.1n9200300.100.1.1=A0109800 • � +'..a. i n ezf 000014B4CF8FE960000211F Date:2016.11.09 09:38:31-05'00' No 047182 -0 t _ •, T F - 14 r 3f OO OO O 00 OO 014b$e Sc dl ca 991c fO 36 This item fiat beanalac[ronlast}y:4-d and zaalad by Manuel Martina[, 2F.I,�-•Ltc.p4 T76.'t enit�c daft zhawrt abnua�::nqa SHn.I aut}antt[atien code. ?rinzad aapies of itds duu-cnt ate nct cenzldsrac signed and=kd and the Siis"A43 au[henu:a[ian code n�[6c�erlfcd cci anyr clactrunh ' acpla5- Page 1 of 1 Job Number: 136DCS104 Ply:1 SEQN:677346/T8/COMN 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 7 FROM:AH DRW: Truss Label: Al Wgt:224.0lbs .. / ... 11/09/16 6'4"8 7'10"� 14'4"8 } 19'4" + 24'3"8 1 30'9"7 +32'3"� 388" 8 1'6" 6'5"15 4'11"8 4'11"8 6'5"15 16 6'4"8 F=5X6 ,,,,3X4E G 73X4 12 6 In o (a) 3X6 3X6 D H " ,3X4C (a) (a) 13X4 (a) (a) 4X6(A2)B J=4X6(A2) A K R Q P 0 N M L 1112X4 =4X6 =3X4 =3X8 =3X4 =4X6 1112X4 6'2"12 5'9"4 2'1" 5'3" 5'3" 2'1" 5'9"4 6'2"12 1'� 6'2"12 12, 14'1" 19'4" 24'7" 26'8" 32'5"4 388" 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): 0.176 N 999 240 B 1606 /301 /936 /- /433 /8.0 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.385 N 999 180 J 1606 /301 /936 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.161 L B Min Brg Width Req= 1.9 NCBCLL: 10.00 TCDL:4.2 psf Code!Misc Criteria Creep Factor:1.5 J Min Brg Width Re q= 1.9 Soffit: 2.00 $CDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.646 Bearings B&J are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.584 Bearings B&J require a seat plate. Spacing:24.0" C&C Dist a:3.87 It Rep Factors Used:Yes Max Web CSI: 0.590 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:16.01.01 B.0614.19 A-B 27 0 F-G 1089 -1841 Lumber B-C 1449 -2955 G-H 1211 -2320 Value Set:13B(Effective 6/1/2013) C-D 1183 -2359 H-I 1184 -2360 D-E 1210 -2320 I-J 1449 -2956 Top chord 2x4 SP#1 E-F 1089-1841 J-K 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-R 2583-1155 O-N 2009 -786 Bracing R-Q 2581 -1155 N-M 2581 -1159 (a)Continuous lateral restraint equally spaced on Q-P 2581 -1155 M-L 2581 -1159 member.Or 1x4"T"reinforcement.80%length of P-0 2008 -763 L-J 2584 -1159 web member.Same species&SRB grade or better, attached with 8d Box or Gun(0.1 13"x2.5",min.)nails tilt ��oA 6"oc. 1�4 Maximum Web Forces Per Ply(Ibs) a Webs Tens.Comp. Webs Tens. Corrp. Loading 0, ,• } + • *. R-C 278 -5 O-G 486 -757 Truss passed check for 20 psf additional bottom' *` �✓ `` C-P 419 -604 G-N 460 164 chord live load in areas with 42"-high x 24"-wide • +^ P-E 460 -164 N-1 419 -604 clearance. too 047182 " '• E-0 486 -756 1-L 278 -6 Wind # E F-0 1372 -763 • Member design based on both MWFRS and C&C. n STATE i � �•�•�N o. S£RIAL#: 7f 00 00 0100 0001 44 6e 5c 41 ca 99 3c(0.16 this item has E;ecn arcarantcatly.(yned snd zealcd Ey Man[cul htartinc>r PE K.I.tc.047IS21 cn thrdatc shaven abn1n using a SHA•t aathentka[Icn¢a:e- **WARNING" READ AND FOLLO,1MAL,6AQTFL& NkT[daIgJ?"JNl 6p,dand—kd **IMPORTANT** FURNISH THIS DRAWING TQAtulsC' NIRAI&-TORS&iCu WDUNCodT{dE1[*lSiiAL-LERS Trusses require extreme care in fabricating,handlin shippingvinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safiety 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 truss and position as shown above and on the Join 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/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this 9rawing or cover pa e. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The sul ablllty 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 general notes page and these web sites:ALPINE:ww .al ineitw.com'TPI:www.t inst.or:SBCA:v w .sbcindust .com'ICC:www.iccsafe.or r, Job Alumber. 136DCS104 -- Ply:1 SEQN:696817/T19/COMN 4_AS Aria"D" LL OL IDR Horton AEAB Aria"D" LL OL Qty: 2 FROM:AH DRW: Truss Label: A1A Wgt:260,41bs / ... 11/09/16 19'4" 24'3"7 3'1"11 6'4"9 T10"9 14'4"8 17'10' 21.1'1"1�2 30'9"7 32'3"7 38'B" 6'49 '} 1'6" 6'515 ~ 3'5'12 { f^1.9"-1� 6'6" 16 6�4,9 G=5X6 1112X4F H 1112X4 �3X4E 1�3X4 12 6 g 3X6 D J 03X4C K�3X4 (a) =5X8 =5X8 (a) T S Q L=4X6(A2) Fv -4X6(A2)B M G si A W V. U T R P 0 N 1112X4 =4X6 =5X10 1112X4 1112X4 =5X10 =4X6 1112X4 6'2"13 4'2"12 3'9'4 3' 35"3 4'2"13 3'9"3 6'2"13 10` 142"12 18' 21' 24'5"3 28'8" 32'5"3 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,P.f 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.188 Q 999 240 g 1523 1299 1935 /- /433 18.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.433 Q 999 180 L 1523 /299 1935 1- 1- 18.0 BCDL: 10,00 Risk Category:II Snow Duration:NA HORZ(LL): 0.096 N - - Wind reactions based on MWFRS EXP:C HORZ(TL): 0.221 N - B Min Brg Width Req= 1.8 Des Ld: 37.00 Mean Height:15.00 ft NCBCLL: 10.00. Code/Misc Criteria Creep Factor:1.5 L. Min Brg Width Req i 1.8 TCDL: . psf Bldg Code: FBC 2014 RES Max TC CSI: 0.597 Bearings B&L are rigid surface. Soffit: 2.00 BCDL:5.0 psf Bearings B&L require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.599 Spacing:24.0" C&C Dist a:3.87 ft -Rep Factors Used:Yes Max Web CSI: 0A54 FT/RT:20 0/10 0 Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Loc.from pi:0.1l:not in 9.00 ft ( ) ( ) g p Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.15.01.01.0402.20 A-B 27 0 G-H 1396 -2307 B-C 1445 -2780 H-I 1364 -2394 Lumber C:D 1178-2167 ,I-J 1205 -2128 Value Set:13B(Effective 6/l/2013) D-E 1205-2128 J-K 1178 -2167 Top chord 2x4 SP#1 E-F 1348.-2343 K-L 1445 -2780 Bot chord 2x4 SP#1 F G 1359-2247 L-M 27. 0 Webs 2x4 SP#3 Lumber value set"1313"uses design values Maximum Bot Chord Forces Per Ply(Ibs) -approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing B-W 2427-1151 R-P 12 -6 (a)Continuous lateral restraint equally spaced on W-V 2424-1151 P-0 2424 -1157 member.Or 1 x4"T"reinforcement.80%length of V-U 2424-1151 --0-N 2424 =1157 1 web member.Same species&SRB grade or better, U-T 11 -5 N-L 2427 -1157 attached with 8d Box or Gun(0.113"x2.5',min.)nails $fkCl� a�iS,p j�� S-Q- 1848 -647 @ 6"oc. 3. ts• PlY r4 t �' f +� Maximum Web Forces Per Ply(Ibs) Wind', «' �s ' {:*•• �. Webs Tens.Comp. Webs Tens. Comp. Member design based on both MWFRS and C&C. W-C 283 ­6 -G-Q 941 -662 C-U 419 -618 Q-R 9 -.1 w '+` U-E 295 -729 Q-H 95 -17 U-S 2156 -888 Q-1 509 -245 t ` �-' „ 'E-"S 282 -13 Q-P 2219 -938 a. +y STARE Z F-S 105 -16 I-P 362 -847 '�. S-T 22 -1 P-K 419 -618 S-G 908 -585 K-N 283 -6 r • fig' . 0, SERIAL it 7f00 00 01 bO 00 01 46tie 416*fi9;1c(0'36, tTlz Item has been ckeesanicslFy sti;ned and waled.by M3'":el Martino„ ?F.(FL.M.047392)en ehc este shaven aba"c-0,;a 5H:a2 - a�thentkatlen sack. —WARNING" READ AND FOLLO�nt4k1c�1114k�FtaSd�cNn�kd6FeRlt�NId�1G�gncdanezralcd _ "IMPORTANT" FURNISH THIS DRAWING TOvAtU600NIRAGl iFdkULERS 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 an SBCA)for satiety practices prior to performing these functions. Installersshall provide temporary . bracing per BCSI..Unless noted othetwise,top chord shall have property attached structural sheathing and bottom chord shall-have a properly - - attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin?installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown,above and on the Joint Details, unless noted otherwise. (Refer to. 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 li PI 1,or for handling shipping,installation and bracing of trusses.A seal on this rfrawm'g or cover page- listing this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSIITPI,1 Sec.2. - For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:wwwt insLor:SBCA:www.sbcindus .com•ICC:www.iccsafe.or Job Number: 136DCS104 Ply:1 SEQN:696770/T7/SPEC 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 2 FROM:AH DRW: Truss Label: A2 Wgt:224.0 Ibs / ... 11/09/16 6'4"8 7'10"�9 14'4"8 19' 24'3"B 3D'9"7 32'3" 38'8" f fi,4"B 111 6" 6'5„15 'f' 4'7"B 53"B f 6'S"15 f 1 6" 6'48 =5X6 F _3X4E G 3X4 12 6 o (a) z3X6 �3X6 D H �3X40 (a) (a) Ia3X4 (a) (a) 4X6(A2)B J=4X6(A2) A K R Q P O N M L 1112X4 =4X6 =3X4 =3X8 =3X4 =4X6 1112X4 1' 6'2"12 5'9"4 2'1" 10'6" 2'1" 5'9"4 6'2"12 1' 6'2"12 12' 141" 247' 26'8" 32'5"4 3" Loading Criteria(psf) Wind Criteria Sndw'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): 0.176 N 999 240 B 1606 1298 /934 /- /427 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.384 N 999 180 J 1606 1298 /934 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.161 L - - B Min Brg Width Req= 1.9 Mean Height:15.00 ft Code I Misc Criteria CreepFactor:1.5 J Min Brg Width Req= 1.9 NCBCLL: 2.00 TCDL:4.2 psf Bearings B&J are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.646 p TPI Std: 2007 Max BC CSI: 0.584 Bearings B&J require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:h to 2h Spacing:24.0" C&C Dist a:3.87 ft Rep Factors Used:Yes Max Web CSI: 0.590 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 A-B 27 0 F-G 1068 -1841 Lumber B-C 1429-2955 G-H 1191 -2320 Value Set:13B(Effective 6/1/2013) C-D 1163 -2359 H-I 1164 -2360D-E 1190-2320 I-J 1430 -2956 Top chord 2x4 SP#1 E-F 1068-1841 J-.K• 27 0 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Lumber value set"l3B"uses design values Maximum Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC- Chords Tens.Comp. Chords Tens. Camp. B-R 2583.-1137 O-N 2009 -772 Bracing R-Q 2581 -1137 N-M 2581 -1144 (a)Continuous lateral restraint equally spaced on Q-P 2581 -1137 M-L 2581 -1144 member.Or 1x4"T"-reinforcement.80%length of P-O 2008 -744 L-J 2584 -1144 web member.Same species&SRB grade or better, � � ;attached with 8d Box or Gun(0.113"x2.5",min.)nails 4�1 elf @ 6"oc. } ` 6J� Maximum Web Forces Per Ply(Ibs) '� r*, Webs Tens.Comp. Webs Tens. Comp. S ,�, awtitss lBD! !e Loading ; .};•" (�j 'xr"� a�0 R-C 278 -5 O-G 492 -756 Truss passed check for 20 psf additional bottom « + +�''. �, �, C-P 419 -604 G-N 460 -164 chord live load in areas with 42"-high x 24'-wideNo 047182+. • 1" P-E 460 -164 N-I 420 .-604 clearance. E-O 492 -755 I-L 278 _5 ± Wind * O-F 1370 -768 Member design based on both MWFRS and C&C. STATE OF op ,►� sr.�` ae* ram*".,.�a ,��. SERIAL 9; 7f0000010000'014bse5c41ca99isM36 TFds item has boon ekcvanissiiy siyncd-d scaled by M.—I PAwtlnai, Pi:(FL.I.k.a471871 en ummatc shawrt about i..'nq a SHA.2 aulherttndcn cadet **WARNING** READ AND FOLLD/�n(liLlwill�CkTI ScQNnFdd6&&3Rn9�/VaNGIsRtncdand: ied - -IMPORTANT** FURNISH THIS DRAWING TOAluleC�N.TRAG--,UQRSdNGliW 11MGdT"Fnu NSiFA LERS Trusses require extreme care in fabricating,handlin shippingslnstalling;and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices pnor 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 attaches]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. Refer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildins 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 page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The sui abtltty _ 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:vAvw.sbcindus .corn;]CC:www.iccsafe.or ;r • Job-Number: 136DCS104 Ply:1 SEQN:696771/T6/HIPS • 4EAB Aria"D" LL OL/OR Horton 14EAB Aria"D" LL OL Qty: 2 FROM:AH DRW: Truss Label: A3 Wgt:239.4 Ibs .. / ... 11/09/16 6'4"7 7'10" 14'2"12 17' 21'e" 24'S"4 30'9"7 32'3" 38'8" 6'4"7 1'6" 6'4"3 2'9"4 4'8" 2'9"4 6'4"3 1'6" 6'4"7 =5X6 F=5)6 G 1112X4E H 102X4 12 6 3X6 rt 1 o 55 3X6 D m 50 3X4C J:3X4 m E (a) (a) =4X6(A2)B K=4X6(A2) st A L t S R Q p O N- M 1112X4 =4X6 =4X8 =3X4 =4X8 =06 1112X4 "5 2'2,,g 5'1"4 5'1"4 2'2"12 5'9"5 6'2"11 1� 6'2"11 12' 14'2"1 19'4" 24'5"4 26'8", 32'5"5 38'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL, /W TCDL: 7.00 Speed: 160 mph Pi:NA Ce:NA VERT(LL): 0.173 H 999 240 B 1626 /308 1940 /- /385 18.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.374 H 999 180 K 1626 1308 /940 /- /- ' 18.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):.0.074 M Wind reactions based on MWFRS EXP:C HORZ(TL): 0.159 M - B Min Brg Width Req= 1.9 Des .00 Mean Height:15.00 ft NCBCLL: 10.00 Code/-Misc Criteria. Creep Factor.1.5 K- Min Brg Width Req= 1.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.635 Bearings'B&K are a rigid surface. BCDL:5.0 psf � TPI Std: 2007 - Max BC CSI: D.597 Beatings B&K require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:h to 2h Spacing:24.0" C&C Dist a:3.87 ft Rep Factors Used:Yes Max Web CSI: 0.849 Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) • 'Loc.from FT/RT:200/100 endwall:-not in 8.00 ft ( ) ( ) 9 p Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.15.01.01.0402.20 A B 27 0 G-H 1451 -2362 B-C 1516-2998 H-1 1276 -2359 Lumber' C-D 1250-2397 - I-J 1250 -2398 Value Set:13B(Effective 6/1/2013) D-E 1276 -2358' J-I< 1516 -2999 Top chord 2x4 SP#1 E-F 1451 -2361 `K-L 27 0 Bot chord 2x4 SP#1 F-G 1138-1828 Webs 2x4 SP#3 Lumber value set"1313"uses design values Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing B-S 2622-1215 P-O 1800- -698 (a)Continuous lateral restraint equally spaced on, S-R 2619 -1215 O-N 2620 -1244 member.Or 1x4"T"reinforcement.80%length of R-'Q._.__2619-1215 N-M 2620 '1244 web member.Same species&SRB grade or better,' Q-P 1800 -677 M-K 2623 -1244 attached with 8d Box or Gun(0.113"x2.5",min.)nails 6"oc.- rt @rrzc��� �, Maximum Web Forces Per Ply(Ibs) Loading ,4§r ' y0 j 'Y *• � , - Webs Tens.Comp. Webs Tens. Comp. Truss passed check for 20 psf additional bottom ' S­C' . 282 -5 P-G 249 -192 chord live load in areas with 42"-high x 24"-wide ■ C--Q 417 -606 G-O 824 552 clearance. E-Q 372 -363 O-H 372 -363 Q-F 822 -552 0-1 417 -606 Wind * F-P 250 -192 J-M 282 -5 Member design based on both MWFRS and C&C. - *TA E `ACC AA . 7f:00�{)Ot�40 C41'4ti�Sc t31 ca 99;'(c�f3;36 rtdiitdm has been eleacenitslli siyaed snd sealed by ttantcl Martinet, ?Ef"rL.Li[.e47182}en thedatc shown abn�c�.inga SY.f.•2 . _ aut}crtkatien Cade. ' —WARNING— READ ANDFOLLOkSMlLLlcitikkT�&2�}nTkdla�9l�WdNG4gnecand:esicd **IMPORTANT** FURNISH THIS DRAWING TOALic @NMRA&.-N Rs"itUJDl{a16seUE/ NSiKkLER5 Trusses require extreme care in fabricating,handlin shipping�ieestalling and bracing.•Refer to and follow the latest edition'of SCSI(Building. 1 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 SCSI sections 63,•B7 or 81 o, 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 16OA-Z for standard plate positions. ' Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the' - truss In conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses•A seal on this drawing or cover page- I isting this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The sui ability 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:ww .t instor•SBCA:-www.sbcindust .com'IM www.iccsafe.org Job Number: 136DCS104 Ply:1 SEQN:696772!T5/HIPS 4EAB Aria"D" LL OL IDR Horton/4EAB Aria"D" LL OL Qty: 2 FROM:AH DRW: Truss Label: A4 Wgt:242.2 Ibs / ... 11/09/16 6'49 7'10" 142'12 11 19'4" 23'8" 4' "15 30'9"8 32.2"13 388" r 6'49 +1'6 6'4"3 �9" 4'4" 4'4" 5 6'4"9 1'5" 6'53 1112X4 =5X6 F=_ 6 G H 1112X4E 11112X4 12 6 � �3X6 � rs 3X6 D J ,� �3X4( K�3X4 r` (a) (a) 4X6(A2)8 L-4X6(A2) A M T S R Q P 0 N 1112X4 =06 =3X10 =3X8 =3X10 =4X6 1112X4 5'9"3 22"12 5'1"4 5'0"15 2'3'1 5'8"9 6'3"7 1'� 6'2"13 12' 14'2"1244"15 26'8" 32'4"9 38'8" 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): 0.171 E 999 240 B 1611 /319 /938 /- /345 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0''372 E 999 180 L 1611 /319 /938 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.074 N - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.160 N - - B Min Brg Width Req= 1.9 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 L Min Brg Width Req= 1.9 rig 9 9 TCDL:4.2 psf Bearings B&L are a id surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.613 Bearings B&L require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.600 Spacing:24.0" C&C Dist a:3.87 ft Rep Factors Used:Yes Max Web CSI: 0.748 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:15.01.01.0402.20 A-B 27 0 G-H 1270 -2042 Lumber B-C 1544 -2965 H-1 1542 -2360 Value Set:13B(Effective 6/l/201,3) C-D 1282-2366 I.-J 1307.-2324 D-E 1309 -2327 J-K 1281__-2362 Top chord 2x4 SP#1 E-F 1543 -2364 K-L 1542 -2962 Bot chord 2x4 SP#1 F-G 1270-2042 L-M .27 0 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. Bracing B-T 2592-1250 Q-P 1937 -823 (a)Continuous lateral restraint equally spaced on T-S 2589-1250 P-0 2585 -1277 member.Or 1x4"T"reinforcement.80%length of S-R 2589 -1250 0-N 2585 -1277 web member.Same species&SRB grade or better, R-Q 1937 -794 N-L 2568 -1277 attached with 8d Box or Gun(0.11 3"x2.5",min.)nails � g�II �iG���� @ 6"oc. Maximum Web Forces Per Ply(Ibs) Loading . �k�' *@• '.� Webs Tens.Comp. Webs Tens. Comp. Truss passed check for 20 psf additional bottom '� 'ss *_ '�, � T-C 282 -5 Q-H 241 -173 choclearance. N rd live load in areas with 42"-high x 24"-wide • C-R 412 -603 H-P 875 687 Q aa.'* • a ,SO E-R 528 -437 P-1 529 -435 a. Wind § R-F 878 -685 P-K 413 -603 F-Q 242 -173 K-N 282 -6 Member design based on both MWFRS and C&C. .5P ; " G-Q 202 -223 $I:E KIL#: W 00 00 01 00 00 01 4b So Sodl ca 901c FO 36 This item has been cl4aronlratly sj-ynad and sealed by Manual Martina;, Ps bl..Uc.e471871 an ttiedatc shzwn abase Tsang a SHA.7 authmil,atim cads. —WARNING— READ AND FOLLOYAAL14i4LTGScGLnT#dL%aR"JN(609dandu led "IMPORTANT'" FURNISH THIS DRAWING TO'eA k&GGNIRAi&-fiOR8di ItWDINGdT-4dFD lNSi AL•LERS Trusses require extreme care in fabricating,handlin shippingpimstalling 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 B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoingDetails, 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 drawing any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover.page,, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The sui£ablllty and use of this r'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:www.al ineitwxom;TPI:www.t insLor:SBCA:www.sbcindus .com•ICC:w .iccsafe.or 'r Job_" umber. 136DCS104 Ply:1 SEQN:696773/T4/HIPS 4EAB Aria"D" LL OL IDR'Horton AEAB Aria"D" LL OL City: 2 FROM:AH DRW Truss Label: A5 Wgt:212.8 Ibs / ... 11/09/16 6'4"9 13' 19'4" 25'8" 32'3"7 38'8" 6'4"9 677 6'4" 6'4" 677 6'4"9 =5X8 1112X4 D E —5X8F ' I 12 , 6 " �3X4C G 3X4 o iD Ih 4X6(A2)B H=4X6(A2) A P O N M L K J 1112X4 - =4X6=3X4 =3X8 =3X4=4X6 1112X4 G. h1' 6'2"13 3 1' 6'4" 6'4" 1'' 5'9"3 6'2"13 6'213 12' 13 19'4" 25'8" 26' 32'5"3 38'8" Loading Criteria(psf) ,Wind Criteria Snow Criteria(P9,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10. Pg:NA Ct:NA CAT:NA PP Deflection in'loc Udell U# Loc R /U -/Rw /Rh /RL I W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): D,182 E 999 240 B 1616 /699 /931 /- /304 /8.0 BCLL:' 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 9.396 E 999 180 H 1616 1699 1931 I- /- /8.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.074 J - - Wind reactions based on MWFRS, EXP:C HORZ(TL): 0.160 J - B Min Brg Width Req= 1.9 Des Ld: 37.00 Mean Height:15.00 ft H Min Brg Width Req= 1.9 ' NCBCLL: 10.00 . Code/Misc Criteria Creep Factor:1.6 •TCDL:4.2 psf Bearings B&Hare-a rigid surface. Soffit: 2.00 `BCDL:5.0 psf-", Bldg Code: FBC 2014 RES Max TC CSI: 0.443 Bearings B&H require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.573 Spacing:24.0" C&C Dist a:3.87 ft Rep Factors Used:Yes Max Web CSI: 0.555 FT/RT:20 /1D Mfg Maximum Top Chord Forces Per Ply(Ibs 0 ) Loc.from endwall:not in 9.00 ft ( ) (0) Specified-ecified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60. WAVE VIEW Ver:15.01.01,0402.20 A-B 27 0 E-F 1430 -2366 B-C 1572-2952- -F-G 1372 -2451- Lumber C-D 1373-2451 G-H 1572 -2953 Value Set:13B(Effective 6/1/2013) D-E 1430-2366" H-1 27, 0 _Top chord 2x4 SP#1 Bot ch 2x ord 4 SP#1 Maximum BotChord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp'. Lumber value set"1313"uses design values ' B-P 2573 -1273 M-L 2574 961 approved 1/30/2013 by ALSC P-O 2573-1273 L-K 2574 -1303 Loading O-N 2573-1273 K-J 2574 -1303 -Truss passed check for 20 psf additional bottom N-M 2118 -931 J-H, 2577 -1302 .chord-live load in.areas with 42"-high x 24"-wide clearance. Maximum Web'Forces Per Ply(Ibs) �+91Gl�L�y Webs Tens.Comp. Webs Tens. Comp. Wind . P-C 247 -4 M-F 356 -215 s Member design based on both MWFRS and C&C. er%-. *,�* '*•.�* # ` .• +t�` '�im� C-N 379 -505 F-L 437 •-171 D-N 437. -171 L-G 378 506 D 215 GJ 247 -M 272 -344 6. *cc= ,. STATE-OF ° " Al- SERIAL 1> 7(00 00 01100 00 fit'4b Se Sk.d f ca 9910'.10 -" rhlt ieem has E3een mkctrantrsEty s{y-ae8 and waled t3y Ma3u:cl MarLNet, 2F.t;L.Lfc.tti7762i cn ttic.Cpfc sF.awtt pbn -mg a SHA•r "- - auL?tenLira€fee.mde.. ' —WARNING** READ AND FOLLO)"€9,LIgtk4kfC d0iLkFnTrkd%DIR N.JUG6@nedandsratcd "IMPORTANT** FURNISH THIS DRAWING TGAklcWNpIRAG:EGF2S&&hWDiNGdT-44E NStTALLERS Trusses require extreme care in fabricatingg,handlin shippingyiEastalling 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 shalt have property 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 f Details, unless noted otherwise. kefer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,, listing this drawing indicates acceptance.of' rotessional engineering responsibility solely for the design shown. The suiFability and use of this [pawing for any structure is the responsibility ofAhe Building Designer per ANSIITPI 1 Sec.2. For more information see this•ob's general notes page and these web sites:ALPINE:www.al ineitwcom•TPI:w, .t inst.or:SSCA:waw.sbcindus .com:[CC:www.imsefe.or Job Number: 136DCS104 Ply:1 SEQN:696774/T3/HIPS 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL City: 1 FROM:AH DRW: Truss Label: A6 Wgt:212.8 Ibs / ... 11/09l16 1 I_ 16'6"1 I_ -I- 2'0"1-I- 2 2'3"7 -I- 38,895 5 " 6649 417'7 6"1 2452.8.1 715 1 ,4"" =6X6 1112X4 =3X6 =3X4 =6X6 D E F G H T 12 6 T �-,3X4C 13X4 o_ =4X6(AA2)B J=4K6(A2) � 3 \-,/I 1 • S R Q P 0 N M L 1112X4 =3X4=3X6 =3X8 =3X4 =3X6=3X4 1112X4 F1' 6'2"13 4'9"3 1' 4'6"1 5'9"B 4'4"7 1' 49"3 6'2"13 6'2"13 11' 12 t6'6"1 22'3"9 26'8" 27' 32'S"3 38'8" Loading Criteria'(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefllCSI 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): 0.177 E 999 240 B 1523 /701 1918 /- /263 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.408 E 999 180 J 1523 /701 /918 /- /- /8.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.153 L - - B Min Brg Width Req= 1.8 Mean Height:15.00 ft J Min Brg Width Re 1.8 TCDL:4.2 psf NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 q Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.357 Bearings B&J are a rigid surface. Load Duration:1.25 p TPI Std: 2007 Max BC CSI: 0.452 Bearings B&J require a seat plate. MWFRS Parallel Dist:h/2 to h Spacing:24.0" C&C Dist a:3.87 ft Rep Factors Used:Yes Max Web CSI: 0.415 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:15.01.01.0402.20 A-B 27 0 F-G 1605 -2478 Lumber B-C 1593 -2734 G-H 1598 -2466 Value Set;13B(Effective 6/1l2013) C-D 1470 -2360 . HLI 1470 -2360 D-E 1605-2478 I-J .._ 1592. -2734 Top chord 2x4 SP#1 E-F 1605-2478 J-K _27 0 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. B-S 2377-1286 O-N 2057 -1068 Wind' S-R 2375 -1287 N-M 2057 -1068 Member design based on both MWFRS and C&C. R-Q 2056 -1038 M-L 2375 -1316 Q-P 2056 -1038 L-J 2377 -1316 P-0 2483 -1295 Maximum Web Forces Per Ply(Ibs) �� �a• *. ��. Webs Tens.Comp. Webs Tens. Comp. S-C 202 -8 G-0 263 -311 NO 047182 C-R 301 -386 O-H 589 -366 D-R 364 -178 H-M 360 -176 w D-P 598 -374 M-1 300 -365 x* E-P 259 -307 I-L 203 -10 P-G 109 -107 1111011 SERIAL r: V 00 00 01 00 00 01 0 6a Sa d1 ca 99 1c f0 36 Thf:item hat heen efaceronicat}y t1ped and seated hr Maned martinet. 88I%L.Lcc.pd718A cn thecare sF.awr.abnaa using a SFk•t authenebtaddn code_ **WARNING`* READ AND FOLLO�Unth41,AQTEr.Sde .TAib%DJPAWINiG6gnecandtealea _ **IMPORTANT** FURNISH THIS DRAWING TOtdNULGGNaMRAS.-TORSdtNGIjWDINfndT-"FwINStTAL•LERS _. Trusses require extreme care in fabricating,handling shippinegyinstalling 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 sheathin and bottom chord shall have a properly attache I 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 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 page, listing this drawing indicates acceptance of professtonag 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 v b sites:ALPINE:www.al ineitw.com:TPI:w,wo.t inst.or:SBCA:www.sbcindust .com:ICC:www.iccsafe.or F Job Number: 136DCS104 Ply:1 SEQN:696775/T20/SPEC 4EAB Aria"D" LL OL/DR Horton MEAB Aria"D" LL OL Qty: 1 FROM:AH DRW: Truss Label: A7 Wgt:208.6 Ibs .. / ... 11/09/16 7'10" 13'10" 16'8" 227' 2T8" 32'3"7 38'8" 5'11"7 2'10 5'6" 5'6" 4'7"7 6'4"9 E=5X6 1112X4 =6X6 T F///5X6 G H I 12 6 p 3X6 D 03X40 I'3X4 r � b r 4X6(A2)B J—4K6(A2) A R Q P 0 N M L 1112X4 =3X6 =4X6 =3XB =3X6=3X4 1112X4 P 62"12 5'9"4 8'4" 4'6" 1' 419"3 6'2"13 1'� 6'2"12 12 13'10 227' 26'8" 2-7 " 32'5"3 38'8" Loading Criteria.(psf) Wind Criteria-- Snow Criteria(P9,Pf in PSF) Defl/CSI Criteria - ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lot Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.192 F 999 240 B 1523 /695 /921 /- /321 18,0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.442 F 999 180 J 1523 /698 /916 1- /- /8.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.068 L - - Wind reactions based on MWFRS EXP:C HORZ(TL): 0.157 L - B Min Brg Width Req= 1.8 Des Ld: 37.00 Mean Height:15.00 ft J Min Brg Width Req= 1.8 NCBCLL: 10.00 Code!Misc Criteria Creep Factor:1.5 TCDL:4.2 psf Bearings B&J are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.541 Bearings B&J require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.699 Spacing:24.0" C&C Dist a:3.87 ft Rep Factors Used:Yes Max Web CSI: 0.937 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp.- Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 A-B 27 " 0 F-G 1644 -2488 B-C 1636 -2770 G-H 1644 -2488 Lumber- C-D 1380 -2194 H-1 1494 -2358 Value Set:13B(Effective 6/1/2013) D-E 1405 -2155 I-J 1617--2735 Top chord 2x4 SP#1 E-F 1440-2106 J-K• 27--• 0 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 2417 -1302 O-N 2054 -1089 Bracing R-Q 2414 -1303 N-M 2054• -1089 (a)Continuous lateral restraint equally spaced on Q-P 2414 -1303 M-L 2376 -1338 member.Or 1x4"T"reinforcement.80%length of P-O 2452 -1309 L-J 2378 -1338 web member.Same species(SRB grade or better, >r11>) l fait attached with 8d Box or Gun 0.113"x2.5",min.nails 4 "oc. � '� Maximum Web Forces Per Ply(Ibs) 6 @ Webs Tens"Comp. Webs Tens. Comp'. Wind" 4 .* '3 % R-C 256 -4 G-0 278 -335 - Member design based on both MWFRS and C&C. �« \e - C-P 414 -582 O-H 617 -397 a E-P 1528 -978 H-M 346 -179 No 047182 a P-F 917 -1262 M-1 302 -390 F-O 155 -114 1-L 208 -10 STASE -OF M s � SERIAL x: 7f00 00 0100 00 01 4b6e-c41 ca991c1006 rbh Itam waled by MFA_I llartinec, pI:Is:..tic p471821 en[fit Cafe:pawn abnoc 1-Mg a 5HA4 • autnentf:atfen case ' —WARNING** READ AND FOLLONdnlaUu1114kTFrkS�}nTddb&C?R�WaNLn4gn�emescstca **IMPORTANT** FURNISH THIS DRAWING TCbAtkkoGONTRA-6:51ORSONGLIWD✓,NGdThlfn'dNSifaAL"LERS Trusses require extreme care in fabricatingq,handlin shippingyirlstalling,and bracing.•Refer to.and follow the latest edition of BCS((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 otheiwise,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 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/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suI ability and use of this drawing for any structure is the responsibility of the building Designer per ANSIlTPI"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 -tom:[CC:www.iccsafe.or Job Number: 136DCS104 Ply:1 SEQN:696776/T2/HIPS 4EAB Aria"D" LL OL/DR Horton MEAB Aria"D" LL OL Qty: 1 FROM:AH DRW: Truss Label: AS Wgt:190.4,lbs ! ... 11/09/16 6'2"12 9' 15'10"1 19' 22'8"3 298" 32'5"4 388" 6'2"12 29"4 6101 3'115 3'B"3 6'11"13 29"4 6'2"12 1112X4 =3X6 =3X4 =5X6 D= 6 E F G H T 12 — T 6 1112X4C 11112X4 0 (a) n NI 4X6(A K A2)B J=46(A2)� Q P 0 N M L =3X4 —H0308 =3X10 =3X4 =H0308 =-3X4 6'4"8 5'7"8 3'10"1 T1"l0 38"5 57'8 6'4"8 12' 15'10"1 22'11"11 26'8" 32'3"8 388" Loading Criteria(psf) " Wirid 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): 0.224 E 999 240 B 1523 /703 /900 /- /222 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.517 E 890 180 J 1523 /703 /900 /- /- /8.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.160 L - - B Min Brg Width Req= 1.8 Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.8 - TCDL:4.2 psf Bearings B&J are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.517 9 g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.762 Bearings B&J require a seat plate. Spacing:24.0" C&C Dist a:3.87 ft Rep Factors Used:Yes Max Web CSI: 0.759 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chards Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01.0402.20 A-B 27 0 F-G 1897 -3020 Lumber B-C 1622-2758 G-H 1884 -3000 Value Set:13B(Effective 6/1/2013) C-D 1729-2689 H-I -1727 -2687 D-E 1897-3020 I-J .1621 --2756 Top chord 2x4 SP#1 E-F 1897-3020 J-K- 27 - .0 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-Q 2394-1309 N-M 2180 -_1180 Bracing Q-P 2179-1150 M-L 2180 -1180 (a)Continuous lateral restraint equally spaced on P-O 2179-1150 L-J 2393 -1338 member.Or 1x4"T'reinforcement.80%length of O-N 3025-1634 web member.Same species&SRB grade or better, attached with 8d Box or Gun(0.113"x2.5'_',min.)nails @ 6"cc. i� +�� Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. 5 Wind 4 • ,•"� `••sow 0 C-Q 259 -188 G-N 318, -393 Member design based on both MWFRS and C&C. �. a• Q-D 440 -284 N-H 991 -569 No 047182 4Z. D-O 1010 -582 H-L 439 -282 _» E-0 316 -388 L-I 257 -186 ~ s O-G 96 -91 STATE OF oRii y a�ssa• X a'rs /0 A1- NN SERIAL z: 7f 00 00 0100 00 01 4b 6e 5c di ca 99 le(0 36 Thlt team hoc been slactranieztthf s(�nek snti.ealed l;y Manuct lsartina� ' 7F.IFI.tic,pa r182t rn tiio este Shawn al�.nue��g a St!FFi . authenK�tlsn case_ "WARNING'" READ AND FOLLO'MALlcUCbTE.ScakTkd],S,D9 jNG 6gnrdanduslcd —IMPORTANT"" FURNISH THIS DRAWING TO-AU,6G@NXRitl4rFQRSdidEu11WDiNCodTaf.yMifxNL•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 priorto 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 ceifn Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7.or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. .Refer to 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 pro esstona engineering responsibility solely for the design shown. The suiCabtltty 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,a.al ineitwxom:TPI:www.t inst.or:SBCA:wvw.sbcindust .com•ICC:www.icesafe.org Job 14umber: 136DCS104 Ply:1 - SEQN:696777/T10/SPEC 4EAB Aria'D" LL OL/DR Horton/4EAB Aria'D" LL OL Qty: 1 FROM:AH DRW: Truss Label: A9 Wgt:207.2lbs / ... 11/09/16 t_ 6411 t 7'10"9 13'10" 18'8" i 24'2" i 298" + 32'5"4+ 38'8" i 6'4"8 r1"..T 5'11"7 410" 56" 5'6" 29"4 6'2„12 E=5X6 12 �Z6X10(SRS) _- 1112X4 =-5X6 6 F G H :3X6 D T n 3 C I _� X4 11112X4 1O (a) " m (a) o i v 4X6(A2)B J-4X6(A2) A 1 R Q P 0 N M L 1112X4 =3X6 =4X8 102X4 =3X70 =3X6 =3X4 t~ - 6'2"12 5'9"4 110" 4'161 5'4"4 2'6" 5'7"8 6'4"8 1'. 6'212 12' 13'10 18' 12 24'2" 26'8" 32'3"8 38'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf iri 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): 0.232 0 999 240 B 1523 /695 /910 /- /321 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.536 0 859 180 J 1523 /698 /904 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.073 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.169 L - B Min Brg Width Req= 1.8 . NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.8 Soffit: 2.00 BCDL:5:0 psf Bldg Code: FBC 2014 RES. Max TC CSI:.. 0.551 Bearings B&J are-a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.672 Bearings B&J require a seat plate. Spacing:24.0" C&C Dist a:3.87 It Rep Factors Used:Yes Max Web CSI: 0.861 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 Ve,.15.01.01.0402.20 A-B 27 0 F-G 1892 -2910 Lumber B-C 1650 -2772 G-H 1892 -2910 Value Set:13B(Effective 6/1/2013) C-D 1398-2190 H-1 1768 -2689 D-E 1423 -2151 - 1_J 1654 '=2748 Bot chord 2x4 SP#1 Top chord 2x4 SP E-F 1451 -2141 J-K' = 27-� o - - 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. Bracing B-R 2419-1302 O-N 3064 -1720 R-Q 2416 -1302 N-M 2168 -1199 (a)Continuous lateral restraint equally spaced on Q-P- 2416 -1302 M-L 2168 -1199 member.Or 1x4"T"reinforcement.80%length of P-O 3062 -1720 L-J 2387. -1368 web member.Same species(SRB grade or better, � 4�>g11i#�fi3l��pA attached with 8d Box or Gun 0.113"x2.5",min.nails q Tens.Comp. @ 6"oc. �ti r� +1 �tt Webs Maximum es P Ply(IbsTens. Comp. • V �pf,h"v�e3 y6 Wind ' NX pia ®• 4► Member design based on both MWFRS and C&C. ,: ,,, ^: R-C 271 4 F-N 165 -201 �e °s C-P 409 -58 7 G-N '269 329 g N O- 047182 E-P 1498 -932 N-H 962 -590 ^ - a P-F 1125 -1630 H-L 413 -302 F-0 148 -2 L-I 273 -214 k � .P}f§i ft SERIAL s:. xf 00 00 0 f 00.00 0146 6e 5t.d 1 ca 99 is f0 36 This item has kerrs ekcerrsnlratl�sitned and sealed ty}Aan�xl bsartinaz. 2S ri..Lea.m 7i n21 an Ifle doer shown above i-Inq a 5HA<l atiFEar,[katicn cads ' —WARNING" READ AND FOLLO,>/dn 4kTEaS&1NnTkd6Fe�NtrdNfa4sncdaresrslcd "IMPORTANT— FURNISH THIS DRAWING TOirAd 6GGNaTFdAfb:@2RSaINGLW,DWG1ThIF.4N,ST --LERS Trusses require extreme care in fabricatingg,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ind-SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI.Unless noted otherwise-,top chord shall have properly attached-structural sheathin and bottom chord shall have a pro erly p p pp 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 Join f 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 ANSI PI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover pag e-. listing this drawing,indicates acceptance of processional engineering responsibility solely for the design shown. The suiCabtltty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:ww .al ineitw.com:TPI:ww.t insLor:SBCA:ww .sbcindus .com:ICC:www.iccsafe.or Job Number: 136DCS104 Ply:2 SEQN:696801/T29/HIPS 4EAB Aria"D" LL OL/DR Horton 14EAB Aria"D" LL OL Qty: 1 FROM:GM [DR : Truss Label: A10G Wgt:198.8 Ibs / ... 11/09/16 7' 13'4"10 19'4" 25'3"6 31'8" 38'81, 7' 6'4"1 0 5'11"6 5.11"6 6-4"1 0 7' .=3X4 =5X6 =3X4 =5X8 12 C= 8 D E F G T 6 � - T o MI =4X6(A2)B : H=-�4X(5(A2) 1� A I. N NI L K J 1112X4 =5X6 =3X8 =5X6 1112X4 71"12 5'11"62 6'2"14 6'2"14 5'11"6 7'1"12 1� 771"12 13'1" 19'4" 25'6"14 31'6"4 38'8" 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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.369 E 999 240 B 3058 /1391 /- /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.862 E 534 180 H 3058 /1391 /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.089 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C-Mean Height:15.00 ft HORZ(TL): 0.209 J - - B Min Brg Width Req= 1.8 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Reg= 1.8 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: 0.769 g Load Duration:1.25 p TPI Std:•2007 Max BC CSI: 0.729 Bearings B&H require a seat plate. MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.87 ft Rep Factors Used:No Max Web CSI: 0.575 Loc.from endwall:NA FT/RT:20(0)/.10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 A-B 13 -10 E-F 1973 -4413 Lumber Wind B-C 1364-3014 F-G 1778 =3972 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. C-D 1778-3972 G--H 1364 -3014D-E 1973-4413 H-I _13 -10 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values Chords Tens.Comp. . Chords Tens.-Comp. approved 1/30/2013 by ALSC B-N 2655-1190 L-K 4023 -1811 N-M 2668-1192 K-J 2668 -1192 Nailnote M-L 4023-1811 J-H 2655 -1190 Nail Schedule:0.128"x3",min.nails Top Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(Ibs) Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. ��q,0 #i# Egt� Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails � a MAP: r���� C-N 307 -41 L-F 454 -189 in each row to avoid splitting. +�� aac+s.rR, Jf i C-M 1509 -678 F-K 408 -623 Special Loads M;D 408 _-623 K-G- 1509 -678 •„i D' L 454 -189 J-G 307 -41 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) +. + TC-From 56 plf at -1.00 to 56 plf at 0.00 a p' E-L 264 '-331 TC-From 56 plf at 0.00 to 56 plf at 7.00 TC-From 119 plf at 7.00 to 119 plf at 31.67 TC-From 56 pIf at 31.67 to 56 plf at 38.67CC TC-From 56 plf at 38.67 to 56 plf at 39.67 BC-From 4 pIf at -1.00 to 4 plf at 0.00 STATE OF BC-From 20 plf at 0.00 to 20 plf at 7.00 0 *" BC-From 44 plf at 7.00 to 44 pIf at 31.67 5k+'®, i+° �• �� BC-From 20 plf at 31.67 to 20 plf at 38.67 ' BC-From 4 plf at 38.67 to 4 pIf at 39.67 BC- 462 lb Conc.Load at 7.00,31.67 ✓ � Loading SERIAL 9- #1 hip supports 7-0-0 jacks with no webs. 7f 00 00 01100 00 01,ib Se 5r~dt ca 99 fc 1`0 36 this item has t+ten aleetrnnl.aity s€lyacd snd scaled by Wtanurl Idartine{, ` 7E K.tre.ca 71821,en the dat,shown above using a SHA=1 authentkaticn code_ ""WARNING- READ AND FOLLO�M Llcs{1QTEScaNTM6F DR"JNG6,,ed and u Ico **IMPORTANT** FURNISH THIS DRAWING TCeALi6WNI-dA(&,GGaRS"LtWEXINGdTidEy MiFaAL-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)fo'r satiety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI.Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown.for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Greup 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 grawing or cover page,, If this drawing indicates acceptance of rofessional 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. w For more information see this job's general notes page and these web sites:ALPINE:ww.al ineitwcom TPI:www.t instcr:SBCA:www.sbcindusl .com•ICC:www.iccsafe.er Job Number: 136DCS104 Ply:1 SEQN:696802/T27/SPEC 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 1 FROM:AH DRW: Truss Label: All Wgt:198.8 Ibs / ... 11/09/16 I_ 66''44"8 10" 20 26'0"4 3'7' 2 38'8" 1'61 '311'7 6' 8 5'4"4 T E 1115X6 12 6 �6XB ro C X6 D F�5X6 G H Tn (a) (a) o =3X6(A1)B I-3X6(A1) � A J Q P 0 N =4X4LM K 1112X4 =3X6 =3X8 3X6(**) M 20'8" 58" 12,4" 5'9"4 1'10" 7'1"B 5'4"4 5" 4'9"8 T1"12 6'2"12 12' 13'10 20'11"8 26'3"12 2 ' "12 31'6"4 38'8" 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 PIP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.034 Q 999 240 B 798 /394 /- /- /- /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.080 Q 999 180 N' 450 /212 /- /- /- /68.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.016 K - - 1 836 /395 /- /- /- /8.0 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.037 K - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.0 psf N Min Br Width Re Soffit: 2.00 - - Bldg Cade: FBC 2014 RES Max TC CSI: 0.858 g q- - MWF 5.0 psf 1 Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h!2 TPI Std: 2007 Max BC CS: 0.547 Spacing:24.0" C&C Dist a:3.87 ft Rep Factors Used:Yes Max Web CSI: 0.543 Bearings B,N,&I are a rigid surface.Bearings B&I require a seat plate.- Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0)- Mfg Specified.Camber. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp: Chords Tens. Comp. Lumber Special Loads A-B 27 -20 F-G 359 -159 Value Set:13B(Effective 6/1/2013 --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-C 594 =1219 G-H 310"- -105 Top chord 2x4 SP#1 TC-From 56 plf at -1.00 to 56 plf at 7.81 C-D 321 -604 H-1 547 - 0 Bot chord 2x4 SP#1 TC-From 56 plf at 7.81 to 56 plf at 13.83 D-E 289 -565 I-J 27 121 21 0 Webs 2x4 SP#3 - TC-From 56 plf at 13.83 to 56 plf at 20.67 TC-From 56 plf at 20.67 to 56 plf at 27.60 E-F 302 -580 Lumber value set"13B"uses design values TC-From 28 plf at 27.60 to 28 plf at 31.67 approved 1/30/2013 by ALSC TC-From 56 plf at 31.67 to 56 plf at 39.67 Maximum Bot Chord Forces Per Ply(Ibs) Bracing BC-From 4 plf at -1.00 to 4 plf at 0.00 Chords Tens.Comp. Chords Tens. Comp. BC-From 20 plf at 0.00 to 20 plf at 12.00 (a)Continuous lateral restraint equally spaced on BC-From 20 plf at 12.00 to 20 plf at 26.67 B-Q 1035 -486 N-M 72 -281 member.Or 1x4"T"reinforcement.80%length of BC-From 1 D plf at 26.67 to 10 plf at 31.64 Q_P 1032 -488 =• M-L 1031 =428 web member.Same species&SRB grade or better, BC-From 20 plf a 1,64 to 20 plf at 38.67 P_0 1032 -488 L-K 1031 -428 attached with 8d Box or Gun(0.113"x2.5",min.)nails BC-From AID ��.1 8yJ 4 plf at 39.67 TC- O-N 119 -289 - K-,I 1001 -422 @ 6"oc. TC- 1f e Lpoa €�lEt fade Plating Notes TC-' d`i278f�d Maximum Web Forces Per Ply(Ibs) All plates are 3X4 except as noted. BCC` n' o d a`t�2' a p ,e Webs Tens.Comp. Webs Tens. Comp. BCs� A Conc.Load at 29.60 „o (")1 plate(s)require special positioning.Refer to 6 - 47�Y lb trr.L6t'¢ � R Q-'C 283 0 N-G 106 -173 scaled plate plot details for special positioning : o C-0 289 -622 G-M . 395 -565 requirements. E-•O 218 0 M-H. ,639 -1528 Wind o : * O-F 841 -383 K-H '749 -160 x F-N 484 -855 Wind loads and reactions based on �MWFRS. ^a (}cis Y��� OF ,� • tti SERIAL O. ?f 00 00 Of 00 00 01 db Oe Sc d1l ca 99 is to 38 Thls item hoc bezn zlzaronlrslip s(tned snd sealer ty mn.-I tarn z, 1F.(R.Uc.0471821 en 0i"ata Shown abavc L inq a 5!i-I a:�thenttcaticocu�e. ' **WARNING** READ ANDFOLLOkNntQLdct{ll/ckTlzScQ{}nTkd6�( dNGa4gncdandscatea **IMPORTANT** FURNISH THIS DRAWING TOd?WC,,4JN.3R[kftsTGRSANC tWEliNradT-ar.,,INSifAL-LERS Trusses require extreme care in fabricating,handlin shippingyirlstalling and bracing. Refer to and follow thedatest 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 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. . )2efer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin 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 pa e listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The sui9ab111ty 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:wwn.t inst.or:SBCA:www.sbcindus .com:ICC:ww .icceafe.or Job Number: 136DCS104 Ply:1 SEQN:696778/T16/COMN 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 3 FROM:AH [DR :Truss Label: B1 Wgt:137.2lbs / ... 11/09/16 6'4"7 7'1D"9 13'10" 21'3"9 26'4" fi'4"7 1'6"2 5'11"7 75"9 5'0"7 E 104X6 12 6 g3X4p M in g3X4 C FZ�3X4 'A F m i� (a) G/V3X4 3X4(A1)B 1 �s A K J=5X10 L I H 102X4 =U l 012X6M < 21' 54" • 1' 6'211 79"5 7'7'1 4'B"15 6'2"11 14' 217'1 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): 0.047 K 999 240 B 933 /198 /577 /- /274 /8.0 BCLL:' 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.108 K 999 180 L 641 /121 /390 /0 /0 /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 H - - M 478 /102 /243 /- /- /8.0 Des Ld: 37.00 EXP:Cght:15.00 ft HORZ(TL): 0.038 H - - Wind reactions based on MWFRS Mean Height:NCBCLL: 10.00 TCDL: ei Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:4.2 psf psf Bldg Code: FBC 2014 RES Max TC CSI: 0.481 L Min Brg Width Req= 1.5 TPI Std: 2007 Max BC CSI: 0.451 M Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h to 2h Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.347 Bearings B,L,&M are a rigid surface. Bearings B,L,&M require a seat plate. Loc.from endwall:not in 9,00 ft FT/RT:20(0)/10(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber -Value Set:13B(Effective 6/1/2013) A-B 27 . 0 D.-E 563 ..-852 B-C 790-1512 E-F 572, 892 Top chord 2x4 SP#1 C-D 538 -892 F-G .. .361 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) approved 1l30/2013 by Lumber value set13 by ALSC uses design values Chords Tens.Comp. Chords Tens. Comp. B-K 1296 -660 J-1 1048. -552 Bracing K-J 1292 -660 I-H 41 -34 (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 t19lik, if1j j f, p p• 6"oc: A .� �. K-C 287 -7 F-I 361 -585 Wind �4 *`} am•e�++r�� /f/ � ►°� C-J 425 -626 I-G 448 -230 :`` tom' + `#Y d -Member design based on both MWFRS and C&C. , .� 4�� �t ;op E-J 374 -182 G-H 293 --403 ir No 047182 STATE OF ON Y ." SERIAL x_ W0000 0100 0001 4b 6e Scd1ca991c(036 This Item has been zkctsani-1 y sinned anc waled by Manuel,Marnnc;, PE tit.Is[:e47192)on th¢cato shown above tying a 5Hn.1 authee6.0cncade —WARNING— READ AND FOLLO,"ALL.i QTESdQb TAjkS,DRAVANGIsiancos and=icd "IMPORTANT" FURNISH THIS DRAWING TCIAUleCflNIRA(DtTORSclf46u}tldl INGdTfrlfaylNEottFAL--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 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 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!I 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 rotessional engineering responsibility solely for the design shown. The sui9ablltty and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.or:SBCA:www.sbcindus .com•ICC:w Jccsafe.or - ` -'JolfNumber: 136DCS104 - - Ply:1 SEQN:696505/T17/GABL - 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 1 FROM:AH DRW: Truss Label: B1 GB Wgt:240.8 Ibs Page 1 of 2 .. / ... 11/09/16 6'4"8 13'10" 21'3"9 25'4" 6'4"6 7'S"6 7'S"9 5'0"7 2'6" 2'8" M 2'8" (TYP) L �4X4 K O J P . I O 12 H R 6 n y3X4 in $ G3X4F S-3X4 'n E AL BC T D AM AN AD AYE BB U C AO AP AT AV AX BA (a) AR AU (a) V 013X4 - =2x4(A1)B As B B T =a A l X 1112X6 W AK AJ AI AH AG AF AE AD AC=5X6 AB AA Z Y =3X4 BF 26'4" 1' 6'2"12 7'7"448"15 - 6'2"12 13'10" 21'71 2' 4' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria .. ♦Maximum Reactions()bs),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):-0.064 U 940 240 Enclosure:Closed B* 86 140 145 (- /13 /256 BCLL: 0.00 Lu:NA Cs:NA VERT(TL):-0.076 U_ 786 180 BF 216 !78 /135 !- /- /8.0 BCDL: . 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.033 U - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.039 U - - B Min Big Width Req= - _ .. NCBCLL: 10.00 TCDL:4. psf Code/Misc Criteria Creep Factor:1.5 BF Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psfBearings B&.BF are a rigid s- Bldg Cade: FBC 2014 RES Max TC CS . gid surface.. ax I: 0.230 l t i pate.BF Bearing requires a sea Load Duration:1.25 MWFRS Parallel Dist:D to h/2 TPI Std: 2007 Max BC CSI: 0.163 Bear . Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.588 _ Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 A-B 27- 0 L-M 260 0 Lumber B-C 30 -76 M-N 251 0 Value Set:13B(Effective 6/1/2013) C-D 61 -23 N-O 233 0 D-E 104 -13 - O'P 174 -24 Top chord 2x4 SP#1 e E-F 146 -8 P-Q. •._. ..125.... -44 Wchord 2x4 #1 F-G 70 -66 Q=R- - 92 =66 Webs 2x4SP#3 G-H 77 -64 R-S 91 -75 Lumber value set"13B"uses design values' H-I 86 _-44 . :S-T - -- 129 ­72 approved 1/30/2013 by ALSC 1-1 134 -23 T-U 120 -94 Bracing J-K 183 -3 U-V 62 -133 K-L 243 0 --- - (a)scab reinforcement.80%length of web member. Same size,species&grade or better.Attach with 10d Maximum BotChord Forces Per PI Box or Gun(0.128"x3",min.)nails @ 6"oc. y(Ibs) ���QB>ii48d# 1 �I Chords Tens.Comp. Chords Tens. Comp. Plating Notes t�;% A&. 'o, B-AK 169 -53 AD-AC 183, :-58 L r,,a+•»o,� - All plates are 2X4-except as noted. +�'�- '�s� R �,li � � .+�/ per. AK-AJ 178 -56 AC-AB 96 -25 Loading . ** ,' � AJ-AI 181 -57 AB-AA 96 --25 AI-AH 183 -'-58 AA-Z 96 -25 Gable end supports 8"max rake overhang.Top a p o 62 AH-AG 183 -58 Z-Y 96 -25 chord must not be cut or notched. * a AG-AF 183 -58 Y-X 191 -51 Wind AF-AE 183 -58 X-W 25 -35 m Member design based on both MWFRS and C&C. : " AE-AD 183 58 '' - Maximum Web Forces Per PI Ibs Additional Notes .+ (� s,• Y( ) .` •." to- See DWGS A16015ENC101014&GBLLETIN1014 for ✓'�`' �,� 1� ,' �„ �"�' Webs Tens.Comp. Webs Tens. Comp. gable wind bracing requirements. AH-F 23 61 AW-AX 254 145 51 AM AN 193 -73 BA-BB 2 -141 T,ta ttt� AO-AP 195 -74 BC-S 250 14§ SERIAL;$' AQ-AR 201 -76 S-X 190 -92 7t00 00 0100 00 01 4b6eScd1ca99#tf03$ AS-AT 189 -72 X-BD 119 -35 Thlz item hoc 4oer.cMctranlcafiy sEyead and scaled E:y Man>:••cl Maetinet, AT-AC 214 -79 BD-BE 118 -34 2i 1=:•Lrc.a-0T]R:}ea the dsk zhawrt abate c.Li_g a SHA.T . al.iEtrentkadancade. M-AC 0 -124 BE-V 100 -30 **WARNING** READ AND FOLLO•U♦Imrdk1gMC.TEr.S-CL�kTHi.Fcf1Jcdd.WiJF G6gnedamdscafsd ` . - -IMPORTANT** FURNISH THIS DRAWING.TG.AkieC,.GNZ AG,TG RS4NG—l]t1J114NGdTldFmry N£otTAL-LERS .... Trusses require extreme care in fabricating,handlin shippingp-ingtalling 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 bracingg insfalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. . }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/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2 - ; For more information see this job's general notes page and these web sites:ALPINE:www.al inebvxom:TPI:w .l inst.or:SBCA:w,w.sbcindus .tom•ICC:w.wr.icesafe.or Job Number: 136DCS104 Ply:1 SEQN:696805/T17/GABL 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 1 FROM:AH DRW: Truss Label: B1GB Wgt:240.8 Ibs_ Page 2 of 2 ... / ... 11/09/16 AC-AU 261 -149 V-W 239 -172 AU-AV 248 -141 Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. C-AK 165 -95 AU-N 64 -36 D-AJ 95 -68 AV-AB 251 -111 E-AI 86 -68 AW-0 215 -90 H-AL 99 -77 AX-AA 105 -66 AG-AM 95 -75 AY-P 114 -71 1-AN 100 -72 AZ-Z 97 -63 AF-AO 100 -72 BA-Q 106 -71 J-AP 113 -71 BB-Y 41 -48 AE-AQ 103 -65 BC-R 33 -36 K-AR 215 -90 BD-T 21 -19 AD-AS 251 -111 BE-U 122 -51 L-AT 65 -36 too 07 6 STATE OF NO a� •.-, ` ' ' SERIAL "fit 00 00 Ott 00 00 014b 6e Sc d]ca 58 tc 10 38 This Item has been aleamnimW suned and scaled by Manscl Martlnei, ?E K.Uc.0471821 an lilt hate fawn abnue wing a Sr.A-1 authen[tca[len crtdm —WARNING** READ AND FOLLOW/MAklcgliaTFLS&3.6Tkdls66}RAWdN06gncc2nd=fated —IMPORTANT** FURNISH THIS DRAWING TChAble€ONZRAG:TGJRSnN GLtWJ34 dfudTMiiii NSFotfr.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 SCSI.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 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. (Refer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/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 pro esstonag engineering responsibility solely for the design shown. The suifabllity 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:wwmal ineitw.com:TPI:w .t inst.or:SBCA:weev.sbdndus .com-ICC:w,w.iccsafe.or ^- Job Number. 136DCS104 Ply:1 SEQN:696780/T1/GABL 4EAB Aria"D" LL OL/DR.Horton/4EAB Aria I.D. LL OL Qty: 1 FROM:AH DRW: Truss Label: C1GB Wgt:43.4 Ibs / ... 11/09/16 4-2R $'4n 47' 47' 1'6R 1-4„ (TYP) E=4X4 12 T 6 D F C IG • N O 2X4(A1) B H=2X4(A1) T N M L K J 1 1� 84 8-4R Loading Criteria (psf) Wind Criteria, Snow Criteria(P.g,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA- Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.026 K 999 240 B .375 /173 /251 /- /118'/8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.030 K 999 180 H 375 /173 /251 /- /- /8.0 BCDL:. 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL):-0.014 D - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 H ' Min Brg Width Req= 1.5 Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.187 Bearings B&H are a rigid surface. BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.147 Bearings B&H require a seat plate. Spacing:24.0" C&C Dist a:3.00 ft - Rep Factors Used:Yes Max Web CSI:,0.058 Loc.from endwall:Any FT/RT:20(0)/10(0). Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords. Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 A-B 27 0 E-F 573 -349 Lumber B-:C 499 -386 F-G 531 -368 Value Set:13B(Effective 6/1/2013) C-D 530 -368 G-H 500 -386 Top chord 2x4 SP#1 D-E 573 -349 H-I 27 0 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-N 316 -282 L-K 313 272 N-M 315 -276 K-J 315 -278 Plating Notes M-L 313 -272 J-H 316 -285 All plates are 2X4 except as noted. Loading Maximum Gable Forces Per Ply(Ibs) Gable end supports 8"max rake overhang.Top ��� III1ItdCtls���$ Gables Tens.Comp. Gables Tens. Comp. chard must not be cut or notched. �d + l } y. C-N 91 -15 K-F 148 -36 • Wind ��4 �`• ��a. D-M 148 -36 J-G 91 -15 ' ' E-L 152 -237 Member design based on both MWFRS and C&C. No -0471., Additional Notes ' + See DWGS A16015ENC101014&GBLLETIN1014 for ` } gable wind bracing requirements. ~[# . -• `'� " Ail �iy�-2cc.-* * `Fe 4` tJ Y SERIAL A: ?f 00 00 0100.00 0/:4 6011-dA ca 99;1c f0 ifilz item has E:ecn ekcuenita7iy s�ned and scaleup by Ma�u:sl Martino, ' PF.tFl.t.tc.deJ]R2}cn ttia Catr zhawR abor'o u:ang'a 54k+2 av[hentka€icn rode_ **WARNING-- READ AND FOLLO,/kn/dL1clI1L4kTES�InFhdLS"I�N4JE1Sa4gne�andzr�Md "*IMPORTANT** FURNISH THIS DRAWING TGtf bLWNIPAi-,'GQRiadNGItWUINGdT-MIm;INaFAkLERS 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 B10, 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/I PI-1,or for-handling shipping,installation and bracing of trusses.A seal on'this 9rawtng or cover pa e-_ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The sui9ability , = and use of this drawing, for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or:SBCA:ww.sbcindus .com•ICC:www.tccsafe.or . Job Number: 136DCS104 Ply:1 SEQN:696781/T36/COM 4EAB Aria"D" LL OIL/DR Horton MEAB Aria"D" LL OL Qty: 2 FROM:AH DRW: Truss Label: L01 Wgt:37.8 Ibs ! ... 11/09/16 5' 10, I 5' 5' C=4X4 T 12 6 N zo 2X4(A1)B D=2X4(A1) I� - 1 A E 1 F III2X4 1� 9'91.8 1i'p 1, 5' i 5' + 1 5' 10, Loading Criteria(psf) 'Wind Criteria Snow Criteria(Pg,Pf in PBF) 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):-0.008 F 999 240 B 438 /202 /286 /- /134 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.014 F 999 180 D 438 /202 /286 %- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.006 F - B Min Br g Width Req= 1.5 NCBCLL: 10.00 - Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 ' TCDL:4. psf Bearings B&D are a rigid' Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.219 9 surface.' Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.215 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.083 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 367 -503 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 B-C 366 -503 D­E 27 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs)- Top chord 2x4 SP#1 Chords Tens.Comp. Chords- Tens.-Comp. Bot chord 2x4 SP#1 B-F 405 -191 F-D .405 --191 Webs 2x4 SP#3 Lumber value set"l3B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Wind C-F 217 -32 Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind No 7182 • m • w aus - . a a '. STATE OF 0 '. � 44d'' +, 01_ � SERIAL 9. 7f 00 00 0100 00 01 4b Ni 5a di ca 99 Ic(0 36 This item has 6acn tlesticnlcally styned and scald by lAan_l rtartiner„ 2E Ifl.LFc.pd-7783}en theda0.shawrt aba"e sang a 5Mp.3 auLBtentkaticn code.. - -WARNING`* READ AND FOLLOUMtQ,t14jaTEScQN:i-F.Wb%QR"JNG69ned and wlcd "IMPORTANT— FURNISH THIS DRAWING TQdblutcMNZRAG:gQfRS lWultWDINGdT-4drm INSitTol�,kLERS 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)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 610, - as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efef 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 drawingg 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)essional 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 job's general notes page and these web sites:ALPINE:www.al ineitw.com•TPI:www.t inst.or;SBCA:w msbcindust .com�[CC:www.iccsafe.or Job Number: 136DCS104 Ply:1 SEQN:696803/T35!HIPS 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 1 FROM:AH DRW: Truss Label: L02 Wgt:44.8 Ibs / ... 11/09/16 3' 7' 10, 3' 4' 3' 12 C=4X6 -DX4 T TM O 2X4(A1)B LO E=2X4(A1) M 1 4 A N F H G 1112X4 =3X4 1� 9'9"8 Al i4 1, 3'1"12 3'6"12 3'3"8 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 Uden U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.015 G 999 240 B 639 /278 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): D.034 G 999 180 E 639 /278 /- /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height: HORZ(TL): 0.014 G - - B Min Brg Width Req= 1.5 eight:15.00 ft NCBCLL: 10.00 TCDL: psf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.202 Bearings B&E are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.234 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.068 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords• Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 -20 D-E- 395 -986 Wind Duration:1.60 WAVE VIEW Ver.15.01.01.0402.20 B-C 394 -992 E-F 27 -20 Lumber C-D 328 -885 Value Set:13B(Effective 611/2013) Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SF#1 Chords Tens.Comp. Chords"--Tetts.'Comp. Webs 2x4 SP#3 B-H 857 -330 G-E -852 -331 Lumber value set"13B"uses design values H-G 873 -328 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(Ibs) -(Lumber'Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp. TC-From 56 plf at -1.00 to 56 plf at 3.00 C-H 174 0 G-D 178 0 TC-From 28 plf at 3.00 to 28 plf at 7.00 C-G 13 0 TC-From 56 plf at 7.00 to 56 plf at 11.00 �4 �y�llt9rtt� 8d BC-From 4 plf at 1.00 to 4 plf at 0.00 BC-From 20 plf at 0.00 to 20 plf at 3.03 BC-From 10 plf at 3.03 to 10 pplf at 6.97 BC-From 20 If at 6.97 to 20 If at 10.00 �%,% BC-From 4 plf at 10.00 to 4 plf at 11.00 TC- 96 lb Conc.Load at 3.03,6.97 No s 1 02 a �; TC- 66 lb Conc.Load at 5.00 BC- 121 lb Conc.Load at 3.03,6.97 4 BC- 52 lb Conc.Load at 5.00 Z o s Wind 1-P STATE OF "r Wind loads and reactions based on MWFRS. °" `* e Left and right cantilevers are exposed to wind + � ® SERIAL:9-- WOOD 01 00 00 01 4b6eSkdi6a99#ef036 Tfil:item fins Cean cleamnlzat}y s(-yne�and icalee Ey Mpnusl Martinez, 2F.t9i.IJc.p4.J197.f nn the eatr shaver.abnap using a SHA•1 aV[Tentt:atlpn<ddC. **WARNING** READ AND FOLLO,,"ALlcjAaTFLS CN, .1,WL&QJRAWJNG6gn.dand:calpd **IMPORTANT** FURNISH THIS DRAWING TOdeb6WNZRAI&,EGRS1{dfultld11iNGdT-HF.;lMt'FAL--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 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 10, " as applicable. Apply plates to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise. ' Refer to n 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 page., listing this drawing indicates-acceptance of rofessional engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com'TPI:".t instor:SBCA:v w .sbcindus .com;ICC:wwwicrsafe.or Job Number: 136DCS104 Ply:1 SEQN:696793/T18/VAL 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 1 FROM:GM FDRW: Truss Label: V1 Wgt:25.2 Ibs / ... 11/09/16 3'11"8 1 7'11" 3'11"13 13'11"8 12 B=4X4 T 6 � - �t =3X4(D1) =3X4(D1) A C -era - D 1112X4 f 7-11" I� 3'11"8 3'11"8 f 3'11"8 I 7'11" '1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.013 D 999 240 Enclosure:Closed A* 73 /28 /34 !- /8- /95.0 BCLL: 0.00 Lu:NA Cs:NA VERT(TL):-0.015 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 D - - A Min Brg Width Req= - EXP:C Des Ld: 37.00 HORZ(TL): 0.006 D - - Bearing A 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: 0,141 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0,121 Chords Tens.Comp. Chords Tens. Camp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.109 A-B 206 -178 B-C 200 -178 Loc.ffom endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-D 234 -146 D-C 234_,-146 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1Bot chord 2x4 Maximum Web Forces Per Ply(Ibs)_ Webs 2x4 SP#3 #1 •. Webs Tens.Comp. We Lumber value set"1313"uses design values B-D 366 -3.09 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. :$ o 047162 OF ;46 �+ s' @ .ama NO '® ° F1114 OO SERIAL.9. 7f0000010000011,415Se$cd1ca99lc1030 This Item has haen claarant:ally s(yned and ualed by Manuel martines, PE(fL.W.Us 11821 cn the Cafes SHA.1 authen6otlnnC&d '*WARNING** READ AND FOLLO.."Aklr,JtkffFr.ScG&6T#db&RItZ7d.WMG4-gnca and i"Ied —IMPORTANT** FURNISH THIS DRAWING TOvk66C-GNZRAf030RS"hUD4NGndT•dfWNSttTAkLERS Trusses require extreme care in fabricating,handling shippingyintstalling 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 sheathing and bottom chord shall have a progeny 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 Oates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc,shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling hipping,installation and bracing of trusses.A seal on this drawing or cover pa e-- listing this drawing indicates acceptance of processional 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 job's general notes page and these web sites:ALPINE:www.al ineitw.com•TPI:www.t inst.or:SBCA:www.sbcindust .com•ICC:w Jccsafe.or Job Number: 136DCS104 Ply:1 SEQN:6967941 T11/VAL - 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 1 FROM:GM DRW: Truss Label: V2 Wgt:16.8 Ibs / ... 11/09/16 1'11"8 3'11" 1'11"El 12 6 B=3X4 A 3X4(D1) =3X4(D1 T j= 3'11" I 3-11" I 3,11„ . "1 Loading Criteria(psf) ..Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria, ♦Maximum Reacti'Pns(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):-0.005 999 240 A' 70. /22 /31 /- /6 /47.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.007 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):EXP:C 0.002 - - A Min Brg Width Req= - Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL):-0.003 - - Bearing A is a rigid surface. NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:5.0 psf - - Bldg Code: FBC 2014 RES Max TC CSI: 0.057 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.069 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 A-B 188 -162 B-C 188 -162 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp.- Lumber A-C 158 -148 Value Set:13B(Effective 6/1/2013) _ Top chord 2x4 SP 41 Bot chord 2x4 SP#1 - Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. .4,qr No �'#`8 w r %T id1 a 41 NAt, 7f000001 MOO 014bBe 11,odlcaMicf03$ Thfz itemfiazteenek[tmnlzalh'S(aacE anc a 1..dty Manz:al Martinez, PF.t>"L.M.9471621 en tfitc.it shown]bare SMA.1 aaYhcntkntleo aao. - -WARNING`* READ ANDFOLLO�Unt�41c8i11kkT�SsQNn�kd6�I�t/UaNIa4�nc�and=Baca "IMPORTANT" FURNISH THIS DRAWING TGd LLCl ONZRt .-,fiGRSdNGLiWDINGOT-ItarANSifALLERS 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 proper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins[alled per BCSI sections B3,B7 or 810, ' as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. }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 ANSI4 PI 1,or for handling.shipping,installation and bracing'of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The.suigablllty 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.aw.al ineitw.ccm:TPI:wwn.t inst.or:SBCA:w. .sbcindus .com'ICC:ww Accsafe.or Job Number: 136DCS104 Ply:1 SEQN:696795/T31/VAL 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 1 FROM:GM DRW: Truss Label: MV1 Wgt:21.0lbs / ... 11/09/16 1112X4 B 12 6 b3 ' N 3X4(D1) A Lj �� j III2X6 j— 5'6" 5'6" 5'6" 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): NA A* 74 /30 /53 /- /19 /66.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT :NA (TL) Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.014 C - A Min Brg Width Req= - EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL):-0.017 C - - Bearing A is a rigid surface. 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: 0.294 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.223 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.183 A-B - 44 -109 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp. Lumber A-C 180 -19 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Web Forces Per Ply,(Ibs) Bot chord 2x4 SP#1 Webs 2x4 SP#3 Webs Tens.Comp. Lumber value set"'I 3B"uses design values B-C 221 -128 - approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes � a�Till 11A. MA See DWG VAL160101014 for valley details. �pi� 6L NO 047182 e ♦ A � Y STATE OF gf 1 A. SERIAL s: 7i 00 00 0100 00 01 415 6e Sc 41 ca 991c f0 34 Thh item has linen rkc5ranlcat#y.t'nedm d sealed by Manuel blartint4 eF.IsL.fF[.tIJ T182t en thtdate shown ntXlVe LzinA d S�n•3 i4LfI etStL�tt[n CrYCC_ **WARNING—, READ AND FOLLO,"t2Lkce{QTFi*SskkNnTrldUMe AWINGLgn.do.d5sakd "IMPORTANT** FURNISH THIS DRAWING TCkAUteC4N3RA TG RS ttldD4NGdT-NF.,INSiFaAL•LERS _ Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing. Refer to and fallow 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 B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. 12efer 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 shippingg,installation and bracing of trusses.A seal on this drawing or cover pagge, listing this drawing indicates acceptance of protesstonal engineering responsibility solely for the design shown. The suifability 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.l inst.or:SBCA:waw.sbcindusl .com:ICC:mm.icesafe.or Jbb Number: 136DCS104 Ply:1 SEQN:696796/T30/VAL 4EAB Aria"D" LL OL/DR.Horton/4EAB Aria"D" LL OL Qty: 1 FROM:GM DRW: Truss Label: MV2 Wgt:14.0 Ibs / ... 11/09/16 l 12 1112X4 B 6 3X4(D1) N A :,r Li t C 1112X4 • r 3'11"8 3'11"8 I 3'11"8 ' Loading Criteria.(psf) .Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF •.. TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U. /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA Enclosure:Closed W 73 116 /51 /- /12 147.5 BCLL: 0.00 Lu:NA Cs:NA VERT(TL):NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.006.C - A Min Brg Width Req= - EXP:C Des Ld: 37.00 Height:15.00 ft HORZ(TL):-0.007 C - - Bearing A is a rigid surface. Mean Hei NCBCLL: 10.00 TCDL: ei Code/Misc Criteria Creep Factor:1.5 Soffit: "2.00 BCDL:'4.2 psf psf Bldg Code: FBC 2014 RES Max TC CSI:. 0.160 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.122 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.094 A-B 33 -77 Loc.from endwall:not•in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Sot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp. Lumber A-C 144 14 Value Set:136(Effective'6/1/2013) ._,. . •. ,. Top chord 2x4 SP#1 Maximum Web Forces Pet Ply(Ibs) Bot chord 2x4 SP#1 Webs Tens.Comp. Webs 2x4 SP#3 p• Lumber value set"'I 3B"uses design values B-C 161 -90• approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes �� �� See DWG VAL160101014 for valley details. No 047182 t �tE �plf S ;� •}' . � Ste[ • STATE F iU ;'o Y SERAt..�. W000001 00 00 01 415 6eScd1 can te1036 This Item has bean alcnranlcaUy siyaee srtd¢.alae ty Ma£asal Mart.', PE t9L.Ila.04 71 a21 an w&data shown abim 4�ing a SHA.i ' authartt:atiencade_ **WARNING** READ AND FOLLO,Unt9Llaf{114kTf1•S QelnTkd6FcR11W�f��a4sgradanduakd **IMPORTANT** FURNISH THIS DRAWING TOI NL4cC�9Na;IRA-Q'6(u1RgdNGLiWDINradT"ran NStTALLERS 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 ano'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 sheathinq 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. 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 Buildingg Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1,or for handling shippiriq,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 suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. - I • •• For more information see this job's general notes page and these web sites:ALPINE:.www.al ineitw.com'TPI:wr .t insLor:SBCA:wmv.sbcindus .com:ICC:wvm.iccsafe.or Job Number: 136DCS104 Ply:1 SEQN:696797/T22/VAL 4EAB Aria"D" ILL OL/DR Horton/4EAB Aria"D" ILL OL Qty: 1 FROM:GM DRW: Truss Label: MV3 Wgt:11.2lbs .. / ... 11/09/16 12 6 B 3X4(D1) A T C 1'11"8 �e 1'11"8 l 1'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-1.0 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):-0.013 B 999 240 A' 75 /12 /47 /- /9 /23.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.016 B 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.006 B - - A Min Brg Width Req= - EXP:C Des Ld: 37.00 ght:15.00 ft HORZ(TL):-0.007 B - - Bearing A is a rigid surface.Mean Hei NCBCLL: 10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.042 Maximum Top Chord Forces Per Ply(lbs)' Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.078 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.00o A-B 0 -21 Loc.from endwall:not in 9.00 it FT/RT:20(0)110(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp. Lumber A-C 62 -6 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 - Bot chord 2x4 SP#1 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL1 601 01 014 for valley details. EN No 047182 off,' «vim t STATE OF :1/ yY �� $ YR#;qdQ♦tea 4F +1p SERIAL z: 70000010000011 4b 6e 5c di ca 99 f c(0 06 Tint!tam hat burn cluctranlas9Fy nlgnecr and scaled by mamel martina', PF.(Ft..Ltc.as r1821 an tha Mat,:Fawn atxtun s_fng a 5HF-2 au[henticadanea=e "WARNING" READ AND FOLLOWmM_1c AaTGSda1 kTAjL%QF"JNG6gnad and t-lad **IMPORTANT** FURNISH THIS DRAWING TG.AIdIeC-ONIRA&-TG S&IQItWI34NCodihl�INstTJAI 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)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 B3,87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 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/I PI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover pagge, 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 lob's general notes page and these web sites:ALPINE:wwmal pineitwxom:TPI: www.t inst.or:SBCA:www.sbcindus .cam ICC:www.iccsafe.or JoBNumber: 136DCS104 - Ply:1 SEQN:696782/T24/EJAC 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 2 FROM:AH DRW: Truss Label: EJ7A Wgt:26.6 Ibs / ... 11/09/16 - C 12 M 6 � o "v 2X4(A1)B D A �—2'4" 7' 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 %W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 438 /178 /370 /- /202 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT L NA Risk Category:II � ): D 124 /12 1101 /- /- /1.5 BCDL: 10.00 Snow Duration:NA HORZ(LL):-0.015 D - C 160 4125 /78 /- /- /1,5 Des Ld: 37.00 EXP:C HORZ(TL): 0.021 D - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft :TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5• Soffit: 2.00 BCDL:5.0 D Min BrWidth psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.544 9- Req- - . Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.348 C Min Brg Width Req= - S Spacing:24.0" Re Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. P 9 C&C Dist a:3.00 ft P Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate.- - - GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1:60 WAVE VIEW Ver:15.01.01.0402.20 Chords.Tens.Comp. Chords Tens. Camp. Lumber Value Set:136(Effective 6/1/2013) A-,B 63 0 B-C 72' -148 Top chord 2x4 SP#1 Maximum Bot Chord Forces-Pei PI Ib's Bot chord 2x4 SP#1 y-( )-• Chords Tens.Comp. Lumber value set"138"uses design values _ approved 1/30/2013 by ALSC B-D 0 .0. Wind Member design based on both MWFRS and CBC. "'"•«'CENT, In No. 04t182 ft b S TAT E OF _« Ella SERIAL z: 7f 00 0t)0100A0 014b 6e$c d1 ca 99 le f0 36 This item ha:been cltctratetaliy signee snd—IFe by Manuel 1darti-4 PF.(FL.I.rC.a471821 en tba Gate a 5HA.1 wtcerekaticn cndc. —WARNING" READ AND FOLLO>A4toilepill4bTGS QNnEFdt�L�W�Plfal,�ncearetcatea "IMPORTANT`* FURNISH THIS DRAWING TO.ALt6GG ZRAf03GRSdN(uLWDU4GdT-IirAMiF•AELERS 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)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 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 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 professions engineering responsibility solely for the design shown. The suifablllty and use of this gnawing for-any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more information see this-ob's general notes page and these web sites:ALPINE:www.al ineitwcom:TPI:www.t inst.or:SBCA:www.sbcindust .com ICC:ww Jccsafe.or Job Number: 136DCS104 Ply:1 SEQN:696813/T15/EJAC 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 10 FROM:AH DRW: Truss Label: EJ7 Wgt:23.8lbs / ... 11/09/16 C 12 6 co O L!7 (h CM 2X4(A1)B :[3 ' A D 7' Loading Criteria(Psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Den/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 336 /117 /259 /- /173 /8.0, _ BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TQ) NA D 127 /20 /101 /- /- /1.5 BCDL: 10.00 - Risk Category:II Snow Duration:NA HORZ(LL):-0.021 D - - C 171 /133 /91 /- /- /1.5 Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.031 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 Cade: FBC 2014 RES Max TC CSI: 0.496 D Min Brg Width Req= - TPI Std: 2007 Max BC CSI: 0.368 C Min Brg Width Req= - Lead Duration:1.25 MWFRS Parallel Dist:h/2 to h _ 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:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) A-B 27 . .:0 B-.0 77. 7151 Top chord 2x4 SP#1 P Maximum Bot Chord Forces erPly-(Ibs) - Bot chord 2x4 SP#1 Lumber value set"13B Chords Tens.Comp."uses design values approved 1/3 012 0 1 3 by ALSC B-D 0 0 Wind Member design based on both MWFRS and C&C. ty No 047182 •, �� �` y yx y� +rr y s tr STATE OF sltJ O ��eaa11k1 {s SEWAL z: 7f 00 00 0100 00 01 4b 6e 5c di on 99 Ic 10 36 ihlz itemhnct;nen elecmmanlxatlyzfyned and waled ty l2a;uscl MartlntL, 7E I��•Li[.74r1a2f cn tt;cdxtc zCcwn 56nvo�Yfr;q a SMA:: i�ItlCf tiCdtlCn CC!dC_ -WARNING** READ AND FOLLO,kMeQ ig CbTES:QNaTh aRRAWJNG 6gneeandzsaicd —IMPORTANT** FURNISH THIS DRAWING TO,AkL-MNIRAG:UQRSdNC,4tWDINGdThEI Mild L--LERS Trusses require extreme care in fabricating,handling shippingpinstalling 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 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 810, . as applicable. Apply plates to each face of truss and position as shown above and on the Join f 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, listingthis drawing indicates acceptance of proressiona engineering responsibility solely for the design shown. The suifability, 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:wa .ai ineitwxom:TPI:www.t inst.or:SBCA:wmv.sbcindus .com;ICC:www.iccsafe.or Job Number: 136DCS104 Ply:1 SEQN:896$19/T91 EJAC 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 5 FROM:AH DRW: Truss Label: EJ7S Wgt:21.0 Ibs / ... 11/09/16 B 12 6 - M - O CO 2M(A1)A T C 7' 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 /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA Enclosure:Closed A 270 /79 /188 /- !151 18.0 BCLL: 0.00 Lu:NA Cs:NA. VERT(fL):NA C 128- /21 /104 /- /=. !1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.024 C B 174 /135 /95 /- /- /1.5 Des Ld: 37.00- EXP:CMean Height:15.00 ft HORZ(TL): 0.034 C Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:.1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 BCDL.'5.0 psf' -- Bldg Code: FBC 2014 RES Max TC CSI: 0.505 C Min Brg Width Req.= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.373 B Min Brg Width Req= - Bearing A is a rigid surface. Rep Factors Used:Yes Max Web CSI: 0.000 Spacing:24.0" C&C Dist a:3.00 ft Bearing A requires a seat plate. •. - Loc.-from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber.. GCpi:0.18 Plate Type(s): Maximum•Top Chord Forces Per Ply(Ibs) Wind Duration:-1.60 WAVE VIEW Ver.15.01.01.0402.20 Chords Tens.Comp. Lumber -B Value Set:13B(Effective 6/1l2013) A 78 -152 _ 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 A-C 0 0 :. _.. ..... Wind Member design based on both MWFRS and C&C. dp s°sras��y,' N -047182 TA , E OF 0 '` ` �i. +t ON SERIAL*, V 00 00 01 00 00 01 4#i 6esc d1 ca 991c(0 38. Thlsitem hai been rkarankA9 y g3nee And waledty Mlaneel mwin % 1F.t:L.Ltc.a-0 Tla3t cn tt�cestc zhawrt abn"c L'i1n�a SNh•7 auL'sertirniier Cade- ' - —WARNING— READ AND FOLLOI/Un�Lfey{114kTGS&2N Tkd6Fc621c�WdPJG4tsrcdendzraled —IMPORTANT" FURNISH THIS DRAWING TGAlt6WNIRAG!TQR,$dNCIiWEIINGdTfidrmgNStTAL-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)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 JoingDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. - - Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from.this•drawing any failure to build the truss in conformance with ANSI/ PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or covers*age listing this drawing indicates acceptance of protessiona4 engineering responsibility solely for the design shown. The uigabllity and use of this thawing 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:www.l inst.or:SBCA:www.sbcindusl .corn'ICC:www.iccsafe.or Job Number: 136DCS104 Ply:1 SEQN:696790/T33/EJAC 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 3 FROM:AH TDRW:Truss Label: EJ3L Wgt:12.6lbs / ... 11/09/16 C 12 T 6 M O '0 2X4(A1)B <V 4"3 � A D 1! 3' '1 Loading Criteria(psf) Win&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 190 /75 /160 /- /86 13.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 52 /7 /42 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 D C 66 /52 /32 /- /- /1.5 Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL):-0.005 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: 0.178 g q= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.078 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. • 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) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Lumber A-B 27 0 B-C 29 -106 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) C T Chords ens. om Bot chord 2x4 SP#1 p• Lumber value set"l3B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind e9�� a• F. No 04 `18 ` 10 i V t O � SERIAL X. fit 00 00 At 00 40 01 4b,8o Sc d1 ca 99#c 1`0 36 This item has been rkcusnlcaTilj sgyned snd waled F:y Martucl b7artine� 2E Ill.I.Ec.tsa J192j cn ehreata shown abnxc�Ylnq a 5Hd.7 aUt}ICft{fdtlOn SBdC_ `*WARNING** READ ANDFOLLO,tlUldk#c�1LkkTGS&lL}nT#dL4eflf�aNaAlGbgncaanezca(cd **IMPORTANT** FURNISH THIS DRAWING TQAki6re �NZ.RA(tITGRS&4"WDINGdTHFm4NStT L-LERS Trusses require extreme care in fabricating handlin shippingphastalling 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 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 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 professionag engineering responsibility solely for the design shown. T,he suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or:SBCA:wvm.sbcindust .com;ICC:wvw.icesafe.or Job Number: 136DCS104 Ply:1 SEQN:696785/T23/JACK 4EAB Aria"D" LL OL IDR Horton/4EA8 Aria"D" LL OL Qty: 1 FROM:AH DRW: Wgt:19.6 Ibs / ... 11/09/16 Truss Label: BJ5A C 12 6 0 (V LID 2X4(A1)B co +3- D A 5' 2 4„ 5 _ 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 L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 373- /162 /330 /- 1158 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(fL):NA D 85 113 /77 1- 1- 11.5 ' BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 D - C 103 /82 /42 /- /- /1.5 EXP:C HORZ(TL): 0.013 D Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:15.00 ft B Min Br Width Req= 1.5 NCBCLL: 10.00 Code I Misc Criteria Creep Factor:1.5 g TCDL:4.2 psf D Min Brg Width Req= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: D.544 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.171 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc.from endwall:not in 4.51)ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 63 0 B-C 46 -115 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply.(lbs) Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC B-D 0 0 Wind Member design based on both MWFRS and C&C. " W01111 MOO • �� V •fsti♦yr ��) a N4 y m y * O TM. 1 'sat t Q � \ � - ir 3if410 SERIAL.#,- 7f 00 00 01 00 00 01 4b 6e$c d1 ca 9910 f0 X ibis Rem flax Eecn cMctsnnlcailr siznec one ualn�Gy Manuel Martinez• PE I`L.1k.U4 71971 Cn the Mate Sh>W n alJm:n 4':3ia a SY.n+7 - au[tertkaticn code_ "WARNING" READ AND FOLLO> t9}lctlllkkfliwcQL1 FkdtWdA1TaLnccardssskd —IMPORTANT" FURNISH THIS DRAWING TOlAaldlsC�ONZRA&,'E(Dl S&4CvttWDiNGdT-H&NSiTALLERS- ' Trusses require extreme care in fabricating,handling shipping installing and bracing.•Refer to and follow the latest edition of BCSI(Building-- Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions: Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom.chord shall-have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face-of truss and position as shown above and on the Join f Details, unless noted otherwise. Pefer-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 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 engmeertnq responsibility solely for the design shown. The suifablllty- and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2. - For more information see this mob's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.l inst.or:SBCA:wYwv.sbcindust .com:ICC:www.icceafe.or Job Number: 136DCS104 Ply:1 SEQN:696811/T12/JACK 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 4 FROM:AH bRW: Truss Label: BJ5 Wgt:16.a lbs / ... 11/09/16 r C 12 6 o to � T N c7 2X4(A1) B A D 1E 5E 5E Loading Criteria(t sf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 263 /96 /208 /- /129 18.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 90 /13 /70 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.009 D - - C 119 /93 /62 /- /- /1.5 Des Ld: 37.00 . EXP:CMean Height:15.00 fit HORZ(TL):-0.011 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 Brg Width Re Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.309 q - - BCDL:5.0 psf Lead Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.182 C Min Brg Width Req= - gearing B is.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 seat plate. Loc.from endwall:not in 4.50 ItFT/RT:20(0)/10(0) Mfg Specified Camber: GCpi::0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) A-B 27 '0 . B-C 53.. -.120 Top chord 2x4 SP#1 Bot'chord 2x4 SP#1 Maximum Bot Chord Forces Per-Ply(Ibs)" - ' Lumber value set"l3B"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. & f " STATE OF i ,,Tr 14,4i i two, SERUM.9- 7f00 00 0100 00 01 4b6eSad1lca99Ic103 This Item has sealed by ManEral rAartfur, PF.IFL.Lk.ea r1021 W the Cate shown abava"Ing a SHA.3 , aUIliCTiCKad[n eddC '*WARNING— READ AND FOL.LOWn"ACbTFLSa1nTML%DRAWidNGWned and seilad —IMPORTANT** FURNISH THIS DRAWING TGdhL6WNal AS:E(3RaSdNJfuult(tDINGdT4dZ4MttTjJ LERS Trusses require extreme care in fabricating,handlin shippingpl,stalling 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 Joint Details, unless noted otherwise. )defer 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 awing or cover page, listing this drawing indicates acceptance of professional 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 mob's general notes page and these web sites: ALPINE:wwmai ineitw.com;TPI:vwAv.t inst.or:SBCA:www.sbcindust .com"ICC:www.iccsafe.or Job Number: 136DG5104 Ply:1 SEQN:696787/T28/JACK 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"W LL OL Qty: 1 FROM:AH DRW: Truss Label: BJ5B Wgt:15.4 Ibs / .. 11/09/16 B 12 6 ' o T 2X4(A1)A T C 5' 5' Loading Criteria(psf) Wind Criteria Snow Criteria(P9,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs)- TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in foc L/defl L/# Loc R /U /Rw /Rh 1 RL 1 W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA A 195 /56 1135 /- /107 18.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT TL:NA ( ) C 91, 115 - /74 I- /- 11.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.011 C B 123 196 /67 /- /- 11.5 Des Ld: 37.00 EXP:Cght:15.00 ft' HORZ(TL):-0,013 C - - Wind reactions based on MWFRS Mean Hei NCBCLL: 10.00 TCDL: ei psf Code/Mise Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf' Bldg Code: FBC 2014 RES Max TC CSI: 0.319 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.187 B Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 , Bearing A is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing A._requires a seat plate. GCpi:0,18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp. Lumber - Value Set:13B(Effective 61112013) A-B 55 -122 Top chord 2x4 SP#1 Maximum Sot Chord Forces Per PI Ibs Bot chord 2x4 SP#1 Y( i Comp. : 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. �� py[0i13ffilp8, �,1 d��� No 047182STA NO `• , «• # t a per•.. " SERIAL A_ 7100 00 0100 00 01 4b 6o Sc di ca 99 1c E0 U rtdz item has 4een ekctrenlcatl4 signet one scaled t}'Maru:el Martine, , i•F.1>L:Lcc.aaTz 82}cn tiiceak�zF.uwn al>:n:e is3nq OSHA-! _ autrertf:ancn code. `"WARNING" READ AND FOLLOWnkllee3114kTF�5cQ4}.ITkd6� JNfaL;ncesnd sr3tcd -IMPORTANT'* FURNISH THIS DRAWING TD,d bL-,C4NIRAISS3(DRS-4NGlt(dLl;(f!GdlMiitlNStTALLERS Trusses require extreme care in fabricating handlin shippin Winstalling and.bracing.'Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an81SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted othelwise,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 bracingp 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. lRefer 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 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 sui9ability 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 general notes page and these web sites:ALPINE:w m al ineitw.com:TPI:www.t inst.or:SBCA:www.sbcindus .corn'ICC:www.iccsafe.or ' Job Number: 136DC5104 Ply:'l SEQN:696788/T21/JACK 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 1 FROM:AH FDR .Truss Label: BJ3A Wgt:15.4lbs / ... 11/09/16 C 12 T 6 M 0 3X4(A1)B 'n 1 N D A L 21411 3' E Ai 3' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 324 /157 /309 /- /115 /8.0 BCLL:- 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 44 /25 /57 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 D - - C 34 /30 /32 /- /- /1.5 EXP:C Des Ld: 37.00 HORZ(TL): 0.01 Mean Height:15.00 ft 4 D - - Wind reactions based on MWFRS NCBCLL: 10.00' .2 psf 5 TCDL: D Min Br Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL: .0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.938' g Width Re q= " Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.231 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. 0 FT/RT:20 /10 0 Bearing B requires a seat plate. Loc.from endwall:Any ( ) ( ) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind,Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) A-B 63. 0 B-C - 15.. =83 Top chord 2x4 SP#1 = . J : Bot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"1313 Chords Tens.Comp."uses design values _ . approved 1/30/2013 by ALSC B-D 0 0 Wind Member design based on both MWFRS and C&C. glrli ltd�E r4 IV o 0 71 W P STATE OF r � V ,; . '&/ON J. SERIAL,�t: 7f 00 00 0100 00 01 ab t6 i�d r ca-99.tc f0 This item has been ClumanlcA y Mped snd scaled by Mamtel'viartinn,4 PE(FL.Lfc,0471821 Cn the data shown abnNc wing a 5HA.1 aujOmti:aticncada. "WARNING" READ ANDFOLLO�Nnt4lldillkkTGScQNnFkdl�{ t/Y�0lfn4y3nccandsai(cd "IMPORTANT— FURNISH THIS DRAWING TOAk)6MNIRA�r_3GdRSdMliWDit4GdTNEiIMttf A LERS Trusses require extreme care in fabricating,handling shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer 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 ANSIl PI-1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawingg indicates acceptance of professional engineeringg responsibility solely for the design shown. The suiTablllty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's cieneral notes paqe and these web sites:ALPINE:,www.al ineitw.com•TPI:www.t inst.or;SBCA:www.sbcindust .com;ICC:www.icesafe.or Job Number: 136DCS104 Ply:1 SEQN:696809/T13/JACK 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 5 FROM:AH DRW: Truss Label: BJ3 Wgt:12.6 Ibs / ... 11/09/16 C 12 6 o to 2X4(A1) B r M - N 4"3 -� A D 1 31 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 193 176 1 162 /- 186 /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):-0.004 D - - C 64 /51 130 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL):-0.004 D - Wind reactions based on MWFRS .. NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:5.0 psf D Min Br Width Re • Soffit: 2.00 Bldg Cade; FBC 2014 RES, Max TC CSI: 0.174: g q= - BCDL:5:0 psf C Min Brg Width Reg= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.072 - Bearing B is a rigid surface Rep Factors Used:Yes Max Web CSI: 0.000 . Spacing:24.0" C&C Dist a:3.00 ft Bearing B requires a seat plate. .. Loc.•from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp. • Chords Tens. Comp. Lumber ' Value Set:136(Effective 6/1/2013) A-B 27 0 B-C A 105.. Tap chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply lbs Bot chord 2x4 SP#1 — Y( )"" Chords Tens.Comp. Lumber value set"l3B"uses design value's " approved 1/30/2013 by ALSC B-D 0 .0 Wind Member design based on both MWFRS and C&C. ., No 047162 .� �. 51= STATE OF :`4t140 *a ' P SERIAL 9: 7f 00 00 0100 00 01 4b 6e So d1 ca 99 le-M 3$ This item ha¢been clearcnlctW swned and waive ey iAt=tl Martine;, FF.I,i..lxe.v nR2f crs the ealc zhawn abn:e u:iny a SF!k.7 ' a:tti;cr,tkatien t;.dc. "WARNING" READ ANDFOLLOI�d1LFcsIlI4kTFiScQNazFkdb4c( W1I1Gbgneear,essskd ' "IMPORTANT" FURNISH THIS DRAWING TOuAULGQN1RA63GdRSdiJGul WDINGdW- FnlNSTALLERS Trusses require extreme care in fabricating,handlin shippingyiestMling 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 propperly 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 Join[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/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 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 job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t instor:SBCA:www.sbcindus .com'ICC:www.iccsafe.or Job Number: 136DCS104 Ply:1 SEQN:696807/T14/JACK 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 6 FROM:AH DRW: Truss Label: BJ1 Wgt:11.2lbs ! ... 11/09116 12 6 C 2M(A1) BC) LO M 4"3 M -� A -� D 1' 1� 1' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CS1 Criteria ♦Maximum Reactions'(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in 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 /145 /- /42 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 11 /10 /18 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D C -14 /28 /25 /- !- /1.5 Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 -TCDL:4.2 psf D Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg 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 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. 0 FT/RT:20 /10 0) Mfg Bearing B requires a seat plate. Loc,from endwall:Any ( ) ( g Specified Camber: GCpi:0.18 Plate Type(s): I Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) A-B 27 0 B-C 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"13B"uses design values approved 1/30/2013 by ALSC B-D 0 0 Wind Member design based on both MWFRS and C&C. FE No 047182 �� f � •sasa��y'sa�f' �,IT °. STATE F ' �+ ,r •.. r�# � At- SERIAL 9: 7f 00 00 01100 00 014b Oe 6c di ca 991c f0 36 Tbls item hU hDen cleetraakMV vi;ned and waled t y Manuel Mamie{, ?F.K.Ltc.U471821 en tnadatc shown3bw nuo qa 51.1A.1 nu[henW.ntkncadc. **WARNING** READ AND FOLLO�Nm4L}JkQTESdaUnThtllZf RMMNSe6o.oandzralcd —IMPORTANT** FURNISH THIS DRAWING TCI.A 6WN.IRAftisTiGl7SdNGL.tW IINGdT-MF.lNSiFdAL-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 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. (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 shipping,installation and bracing of trusses.A seal on this gr'awing or cover page, listing this drawing indicates acceptance of prolesstona� 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 ANSUTPI 1 Sec.2. For more information see this job's cieneral notes paqe and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or:SBCA:www.sbcindus .com'ICC:www.iccsafe.or Job Number: 136DCS104 Ply:1 SEQN:696792/T34/JACK ' 4EAB Aria I'D" LL OL]DR Horton 14EAB Aria"D" LL OL- Qty: 4 FROM:AH DRW: Truss Label: BJ1L Wgt:11.2lbs / ... 11/09/16 12 6 C _T T 2M(A1)B cf o 1.0 A D 1ltt� . ♦Maximum Reactions Ibs Loading Criteria(psf) Wind Criteria. Snow.Criteria(Pg,Pf in PSF) Defl1CS1 Criteria ( ) 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 134 /77 /143 /- /42 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(fL):NA D 13 19 /18 1- i 11.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - C 1 123 /22 /- !- /1.5 EXP:C HORZ(TL): 0.001 D - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:15.00 ft B Min Br Width Req= 1.5 NCBCLL: 10.00 Code!Misc Criteria Creep Factor:1.5 g TCDL:4.2 psf D Min-Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES. Max TC CSI; 0.163 C Min Brg Width Req=013 2007 Max BC CSI: 0. - Load Duration:1.25 MWFRS Parallel Dist:D to h/2 TPI Std: Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc,from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. ' Chords Tens. Comp. Wind Duration:1.66 WAVE VIEW Ver:15.01.01.0402.20 _ A-B 25 0 B'-C 20 -16 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord FOrCeS Per Ply'(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Bot chord 2x4 SP#1 Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind A&spy , ' q, i0lls4i66 •,t�� 04 �t :• +;' SIN t$ STATE ' 40 SERIAL ft: 7(oo.00 0100 00 01.46 Se Sc di ca_991e f0.30 rrds Item hat t,ecn cieetsanirart tinned and scaled Fy Manucl Wrtlne; Pi:JR..11C.047111:1 en the Ito tl•.aWn�I>Mn"Alf a SHA-1 a1%t}ientt.atten tpdC- **WARNING— READ AND FOLLO%&LL•JAaTEScQbkTkd6 ING^ anedandxrslcd —IMPORTANT** FURNISH THIS DRAWING TCkjAI6 WNIRAe:EoRs&4GltWdliftlradT-Rim-gU.SttT AL'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.,Unl;Ia ss noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling ocations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87' or B10, as applicabe. Applytes to each facforrtruss and positon asshown above and on the Join Details, unless noted otherwise, Defer to drawngs10A-Z forsandard plate positions. Alpine,a division of ITW BuildingComponents Group Inc..shall not.be responsible for any deviation from this drawing any failure to build the truss to conformance with ANSI/1 PI 1,or for handling shipping,installation and bracing of trusses:A seal on this,drawmg.or cover page•, listing this drawing indicates acceptance of proessionag engineering responsibility solely for the design shown. The suitability and use of this gnawin for any structure is the responsibility of the Building Designer per ANSI1TPl 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:wdw.al ineitwcom:TPI:wwwt inst.or:SBCA:www.sbcindus .com;ICC:www.iccsafe.org Job Number: 136DCS104 Ply:1 SEQN:696798/T25/HIP_ 4EAB Aria"D" LL OL/DR Horton MEAB Aria"D" LL OL Qty: 2 FROM:AH FRW: ' Truss Label: CJ7 Wgt:42.0 Ibs / ... 11/09/16 6'3" 9110"1 f 6'3" 37- '1 D 12 4.24 p :3X4 C v HB 3 2X4(A1)B T 4"3 A 1112X4 � =5X6 F E 1 5 6'1"4 37" 6'1 6'1"4 9'3"4 9'1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:'NA PP Deflection in loc Udefl U# Loc R /U 1 Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.015 G 999 240 B 330 1208 1- /- /- /10.6 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.034 G 999 180 E 385 /175 /- /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:C HORZ(TL): 0.010 F - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 - NCBCLL: 10.00 p TCDL:4.0 psf E Min Br Width Re Soffit: 2.00 .BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.241 g q= TPI Std: 2007 Max BC CSI: 0.326 D Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:D 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 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: - GCpi:.0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber. Value Set:13B(Effective 6/1/2013) A-B 14. -11 ..C-D- 55 -.72 B-C 330 -650 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"138"uses design values Chords Tens.Comp. Chords- -Tens. Comp. approved 1/30/2013 by ALSC B-G 604 -290 F-E 0 0 Special Loads G-F 591 -288 '� - -(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 � � BC-From 0 plf at -1.41 to 4 plf at 0.00 � � �i �� G-C 286 -47 C-F 345 709 BC-From 2 plf at 0.00 to 2 plf at 9.84 � �f MA ' ,/ l `TC- -7 lb Conc.Load at 1.41 � '�`+� TC- 128 lb Conc.Load at 4.24 TC- 238 lb Conc.Load at 7.07 � BC- 23 lb Conc.Load at 1.41 BC- 103 lb Conc.Load at 4.24 0 NO 047182 � BC- 179 lb Conc.Load at 7.07 lk m e Wind w Wind loads and reactions based on MWFRS. STATE 4 q g }� ,�ORI � A�t � SERIAL#: 71f 00 00 0100 00 01 4b Be Sc,d I ca 991e,1016 Sbl,item has h"cn e1ta-ImI4 s(yned and scaled by Manual Martinez, PE(FL.tf�0473821 sn the date IF-ab--fig a SH.A.1 authentkaticn cadet -WARNING- READ AND FOLLO,IMALW QTES.%kTi#I&DIR WJU12lagncaandmaiad "IMPORTANT`" FURNISH THIS DRAWING TOid Li6Ce OLJaT,RiAG,-EQRSdNCitWDINfddT4dFnt MtT L-LERS „ Trusses require extreme care in fabricating,handlin shippingpiristalling and bracing. Refer to and follow the latest edition of BCSI(Building' Component Safety Information,by TPI andSBCA)for safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSL 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 16OA-Z for standard plate positions. Alpine,a division of ITW BuildinggComponents Gfoup 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 professional engineering responsibility solely for the design shown. The suigabllrty and use of this 9rawing for any structure is the responsibility of the building Designer per ANSI1TP1 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:ww .t inst.or:SBCA:wvw.sbcindus .com:ICC:www.icesafe.org - Job"Number: 136DCS104 - Ply:1 SEQN:696799/T26/HIP_ 4EAB Aria"D" LL OL 1DR Horton 14EAB Aria"D" LL OL Qty: 1 FROM:AH DRW: Truss Label: CJ7A Wgt:42.0 Ibs / ... 11/09/16 6'3" 9'10"1 6,3„ 37' D 12 4.24p --3X4 C v n iro ih HB 3 2X4(A1)B T "' A EE • 1112X4 =4X4 6'1"4 3'3"12 5" 1'5n 6'1"4 9-5"1 1 ,1 Loading Criteria(psf) Wind Criteria Snow Criteria(P9,Pf in PSF) Defl1CS1 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 1 Rw /Rh I RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.013 G 999 240 B 303 /204 /- /- /- /10.6 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.032 G 999 180 E 353 /165 I- /0 /0 11.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 F D 31 /15 /- /- /- /1,.5 EXP:C HORZ(TL): 0.009 F Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:15.00 ft B Min Br Width Re 1.5 NCBCLL: 10.00 Code f Mise Criteria Creep Factor:1.5 g q= . . TCDL:4.2 psf E Min Brg Width Req= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.200 D Min Brig Width Req 301 - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0. Bearing B is a rigid surface. Rep Factors Used:Yes Max Web CSI: 0.233 Spacing:24.0" C&C Dist a:3;DO ft t Bearing B requires a seat plate. Loc.from endwall:not in 9.00 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 Vet:15.01.01.0402.20 Chords Tens.Comp:' Chords Tens. Comp. Lumber A-B 14 -11 C-D 51 -66 Value Set:138(Effective 6/1/2013) B-C 316 -590- Top chord 2x4 SP#1 Bat chord 2x4 SP#1 Maximum Sot Chord Forces Per Ply(Ibs) ' Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp: Lumber value set"1313"uses design values_ approved 1/30/2013 by ALSC B-G 550 -278 F-E 0 0 G-F 538 -276 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.' 7C=From 2 plf at 0.00 to 2 plf at 9.84 BC-From 0 plf at -1.41 to 4 plf at 0.00 � �qA G-C 271 -62 C-F. 331. -645 BC-From 2 plf at 0.00 to 2 plf at 9.841 i �q TC- -7lb Conc.Load at 1.41 TC- 99 lb Conc.Load at 4.24 .°� TC- 222 lb Conc.Load at 7.07 BC- 23 lb Conc.Load at 1Al 182 BC- 96 lb Conc.Load at 4.24 BC- 174 lb Conc.Load at 7.07 v Wind � ` �✓ Wind loads and reactions based on MWFRS. ` `+ STATrz- Nk, ar, ¢d � *� SERiAI.tt: 7t 00 00 01 00.00 01 db 6e Sc dt ca 991c f0 36 TGIs Item has t;¢¢n elearonlcaily stgnce one scaled ty Monccl ldarlin¢; A(FL.W.¢471821 cn the cite shown above axing a 5Y.A•1 authcrtir�ef¢rr cave. - ."WARNING' READ AND FOLLOW hlLdca{t14kFCSkHhi�kdh &)hU/dfVfdtan¢darescal¢a V "IMPORTANT" FURNISH THIS DRAWING TQidhL16WN3 RAititEORSdNGItWDINGdTNFn�W ALLERS - 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 SBBCA)for saffety practices prior to performing these functions.-installers shall provide temporary bracing per SCSI.•Unless noted othervwise,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 o truss and position as shown above and on the Join Details, unless,noted otherwise. }2efer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggComponents Gfoup 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 drawing or cover page, listing this drawing,indicates acceptance of pro)essional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility.of the Building Designer per ANSI/TPI 1-Sec.2. --- . For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or:S6CA:www.sbcindus .com'ICC:wvvw.iccsafe.or Job Number: 136DCS104 Ply:1 SEQN:696800/T37/HIP_ 4EAB Aria"D" LL OL/DR Horton/4EAB Aria"D" LL OL Qty: 2 FROM:AH DRW: Truss Label: CJ3L Wgt:16.8lbs / ... 11/09/16 C 12 4.24 � NT 2X4(A1) B , III N A D 4'0"6 17.'8 4'0"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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 153 - /81 /- /- /- /4.2 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 69 /1 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 30 /3 /- /- /- /1.5 Des Ld: 37.00 EXP:CMean 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 Brg Width Req= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.057 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.107 C Min Brg Width Req= Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 _ Loc.from endwall: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:15.01.01.0402.20 Lumber A-B 16 -12 B-C 12 -7 Value Set:13B(Effective 6/1/2013)Top chard 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) = ' Chords Tens.Comp. Bot chord 2x4 SP#1 Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Special Loads -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -1.62 to 55 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 4.03 BC-From 0 plf at -1.62 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at. 4.03 y+� t TC- -2 lb Conc.Load-at 1 27 BC-"26 lb Conc.Load at 1.27 �^�" � .� ' e prci..$r rd foot - Wind., FE Wind loads and reactions based on MWFRS. w ' No04I 2 e wr r TAT F � ry • b AN PRYi A � ��•Q � t � SEMAL k 7f 00 00 0100 00 01 Ab 6e Sc di cal 99 is 10 36 ' inls item haY tern elcctrcnlcaily sl�ned ana ualcr€ty Man�:xl!laretnet, PE ILL.Lic.0411821 an the Wte shownabn -Ing a SHA-1 a:;ther,[iraticn mde.. **WARNING** READ AND FOLLO�iUn 4bTE.ScQNn-FiWb%D.RAW 1lSnlrgncdana:calca **IMPORTANT** FURNISH THIS DRAWING TOAL61DDONIRAG--UiDRSR4 uLU1L11NG iT4dEa NSiFaAL-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)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. Appfy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. }defer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this cfrawmg or cover pa e, listing this drawingg indicates acceptance of proessronag engineering responsibility solely for the design shown. The suigablltty and use of this drawing for any structure is She 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 insLor:SBCA:www.sbcindust .com;ICC:www.iccsafe.or .Gable Stud Reinforcement Detail . ASCE 7-101 160 mph Wind Speed, 15' Mean Height, `Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean.Height, Partialty:Enclosed, Exposure 'C, Kzt = 1.00 ' ❑r, 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 2x4 Brace (1) lx4 'L' Brace N (1) 2x4 'L' Brace N (2) 2x4 'L' Brace CNN 0) 2x6 'L' Brace N (2) 2x6 'L' Brace N Bracing Group Species and Grades, Gable Vertical No Spacing 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 AI S #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-Fir• P #1 / #2 Standard #2 Stud I #3 3' 8' 5' 9' 6' 2'" 7' 8' 7' 11' .91 1' 9'•6' 12' 0' 12' 6' 14' 0' lV 0' a3 Stud a3 Standard O H P Stud 3' 8' 5' 9' •6' 1' 7' 8' 7' 11' •9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' r 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 las Flr-Larch Southern PIneNN: #1 4' 0' 6' 8' 6' 11' 7' 10' 8''2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' l4' 0' #3 03 J S P #2 3' 10, 6' 7' 6' 10' 7' 9' 8' V. 9' 3' 9' 7' Stud Stud 12' 2' 12' 8' 14' 0' L4' 0' Standard Standard d #3 3' 9' 5' 3 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' ill 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' '5' 7' 6' 11' 7' 5' 9' 2' 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 B: U #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13, Ill 14' 0' 14' 0' 14' 0' Hen-Fir S P P #3 4' 2' 7' 1' 7' 9' e' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' a1 e, Btr U LJ Stud 4' 2' 7' V 7' 6' 8' 9' 9' I' 10' 5' 10' 10' 13, 9' 14' 0' 14' 0' 14' 0'00 al ' o• I� Standard 4' 2' 6' V 6' 5' 8' 1' 8' 8' 10, 5' 10' 10' 12' 8' 13' 7' 14' 0' 14' 0' Dou las Flr-Larch Southern Pin 41 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10' 8' 11' 1' 14' 0' 14, 0' 14' 0' 14' 0' #1 #1 S P #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' ti' 0' 13' 11' 14' 0' 14' 0' 14' 0' #2 a2 ' #3 4' 4' 6' 5' 6' 10'. 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0- 11' 0' `D D L Ix4 Braces shall be SRB (Stress-Rated Board). .---I Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' to, 11' 13' 4' 14' 0' 14' 0" 14' 0' ..For lx4 So. Pine use only Industrial 55 or " Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, Il" 10, 12' 7' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14',0' 14' 0' values may be used with these rades) SPF- #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 1 12' 0' 14' 0' 14' 0' 14"0' 14' 0' Gable Truss Detail Notesi u U u r Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240, OI�r 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 PIP:over X #1, 5' 1' 8' 5' 8' e' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf rC Bead Load). d S P #2 4' 10' 8' 3' 8' 7'I 9' 9' 10' 2' 11' 7' 12' 1' 14' 0' 14' 0' 1.4' 0' 14' 0' Gable end supports load from 4' O''ouTlookers #3 4' 9' 7' 4' 7' 10' 9' 8' 10,-1' 11' 7' 12' 0' 14, 0' 14' 0' 14' 0' 14' 0' "with 2' 0' overhang, or 12' plywood overhang. 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— Attach 'L' braces with told (0.128'x3:0' min) nails, About) W For (1) 'L' brace, 'space nails at 2.' o.e able Truss In 18' end zones and 4' o,c. between zones. 't Diagonal brace option, )I()KFor (2) 'L' braces, space nails-at 3' o.c. vertical length may be I •T In 18' end zones and 6' o.c, between zones. ' . doubled when diagonal 18' 'L' bracing must be a Ainimum of 807. of web brace Is used. Connect L member length, diagonal brace for 600# 'L' at each end. Max web Brace Gable Vertical Plate Sizes , ` total length Is 141. WW Vertical Len th No Splice 2x6 DF-L 1112 or I Less than 4' 0' 2X3 better dlaganal r t Greater than 4' 0', but 3X4 I ' Vertical length shown l brace) single 18, less than 11' 6' I or double cut Greater than ll' 6' 4X4 In table above. 45. I(as shown) at + Refer to common truss design for 1 upper end. peak, splice, and heel plates, ontlnuous diaBearing (`I 11111 d///. Refer to the Building Designer for conditions midpoint of Connectgvertical well. R. ?Per to chart above for _at ' 9\\\\I 6 L1E Y/pin th. not addressed by this detail. ' aVARNINGW REAR AND FOL_OW ALL NOTES R(.TMIS BRAVINd - % REF ASCE7-10-GAB16015 ..INPDRTANT..FURNISH TFGS nRAVING m ALL CONTRACTORS INCLUDING TFE INSTALLERS s` Q� AGE ��', Trusses require extreme care In fabricoting,handling,shipping,InstulUng and bracing. Ref.7 to and �`� foIt-the latest edition of BCSI(BuldIng Component Safety Information,by TPI and SBCA)for'..safsty.• r,f ,y! \ DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bratlng par SCSI. unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord =,;. /, .1� ✓' DRWG A16015ENC101014 Shalt have a properly attached Igld telling. Locatbns shorn for pernonent lateral restralnt of webs )r`ff shall have bracing ion as s own Bcsabove sections the B7 or Beta as untF%sapplicable.no Apply plates to each face- - 1. / a I of truce and position as shorn above and to osi Joint Detnlls,unless noted otherwise, }� ,LL r! lJ Refer to tlrnrinns]60A-Z for standord plots poslSlons. �� ``�`/aT� or Alpine, division of ITV BWlding Components Group Inc shall of be sponea>le far y devieUon Fron n AN(TW COMPANY this drawing,o y fdlure to.bu...the truss In conFermonce with ANSI/TPI 1,or for handling,shipping, r e hstaaatbn s is drQ f 0`Yfiva. Ipp g' 49Y 1 �1 •1 F`r \,aa>` MAX. TOT, LD, 60 PSF A sent this dr ty or•cover page listing this drawing,IndicatesAItacceptance of pro awing wl i' •pew,^-`� rg4,eer4g rcsponsaxieth solely for the design shown. The sWta per and use of this drawing - 13389 Lakefront Drive F°r°^Y structure Is ens responsibility of the BuRtllne Oeslg!er per ANSLTPI I Sec2. A r'��1� Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, �'M^�na5��a10% MAX, SPACING 24,0' ALPINE, w,°lpinvltr,cont TPI'www.tpinat.orgl SBCA,wwrsbclntluctry.org)ICO wrwJcccafv.org r . Gable Stud Reinforcement Detail ASCE .7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, ' Exposure C, Kzt 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C,.Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orl 120 mph Wlnd Speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) Ix4 'L' Brace et (1) 2x4 'L' Brace x (2) 2x4 'L' Brace rw (1) 2x6 'L' Brace te (2) 2x6 'L' Brace xv Bracing Group Species and Grades, Gable Vertical No pacing SpeciesRStanciar Braces Group A Group B Group A, Group B Group A Group B Group A Group B' Group A Group B Gr6up AI S 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 6' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' V S ruce-Pine-Fir, Hem-Fir U Sr #I / #2 Standard - #2 Stud P r3' 6' S' S' S' 9' 7' 2' 7' 7' B' 8' 9' 1' ill 3' 11' 11' 13' 7'. 14' 0: #3 Stud #3- Standard O I I 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' L' 11' 2' 11' 11' 13' 7' 14' 0' H 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' ll' 9' 8' 10' 4' 13' V 14, 0' Dou Ins Flr-torch Southern Plnewww 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13' 11' l4' 0' #3 #3 S P3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9'2' 11' 7' 12, 0' 13, 9' 14' 0' Stud Stud Standard j __j Standard d L #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, .13, 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' 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 U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' Hem-Fir =N S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' #1 4 Btr U H F Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' #1 Q1 O I I Standard 4' 0' 5' 8' 6' 0' 7' 6' B' 0' 9' 11' 10' 4' 111 10' 12' 8' 14' 0' 14' 0' Do u los Flr-Larch Southern Plnexxx #1 4' 5' 7' 3' 7'•6' 8' 7' 8' ill 10' 2' 1 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #2 #2 #3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13, 3' 14' 0' 14' 0' _ `D D F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' Ix4 Braces shall be use (Stress-Rated Board). .---i - wwInd ltr l Pine use only Industrial r or Stnndnrd 4' 0' S' 3' S' 7' 7' 0' 7' 6' 9' S' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards• Group Bjj #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' . 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' values maybe used with these rndes. d SPF #3 4' 5' 7' 7' 8' V 9' 2' 1 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 1 14' 0' Gable Truss Detail Notes: L� U H F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' Ill 5' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. O ' l Standard 4' 5' 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 plf over X P #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 81 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load), d #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14, 0' 14' 0' 14' 0' Gable end supports toad from 4' 0' outlookers #3 4' 6' 6' IF 7' 3' 9' 1' 9' 7' 111 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' V with 2' O' overhang, or 12' plywood overhang. l D F L Stud 40_1 ' 6' 6' 10' 7' 3' 9' L' 9' 7' I1' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stnndnrd 4' 5' 6' 1' 6' 5' 1 8' 1' 8' 7' 10, 11' 11' 5' 12' 8' 1 13' 7' 14' 0' 14' 0' Symm yy^^ Attach 'L' braces with LOCI (0.128'x3.0' min) nails. About 3K For(1) 'L' brace, space nails at 2' o.c. able Truss In IS' end zones and 4' o.c. between zones, Diagonal brace options )K)KFor (2) 'L' braces, space nails at 3' o.c. vertical length may be In 18' end zones and 6' o.c. between zones. doubled when diagonal J_ Wh 'L' bracing must be a minimum of 80% of web brace is used. Connect member length. diagonal brace for 690# � Gable Vertical Plate Sizes at each end. Max web Brtotal length Is 14'. Vertical Len th No S lice 2x6 DF-L #2 or Less than 4' 0' 2x4 better diagonal Greater than 4' 0', but 4x4 Vertical length shown brace; single lessor double cutIn table above• + Refer to common truss design For45' (os shown) at I� upper end. peak, spiice, and heel plates. ontinuous Bearing Refer to the Building Designer for conditions Connect diagonal at .......qr. not addressed by this detail. mid oint of vertical web. Refer to chart above for max gn\tile ril6 length. weld INGIww READ AND FOR-LOW ALL NOTES ON THIS DRAVINGI v\v ,\ il rD(PaRTANro FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. , `��aV T/ '�� REF ASCE7-10-GAB16030 Trusses require extreme care In fabricating,handling. hipping,Installing and bracing. Refer to d (�.` !^.�11,Cl s' fallow the latest edItton of BCSI(Building Component Safety Information,by TPI and SBCA)for safety ` ` �'�1. DATE 10/O1/14 practices prior to perforMng these functions. Installers shall provide temporary bracing per BCS]. f t Unless noted otherwise,top chard shall have properly attached structural sheathing and bottom chord. _ DRWG A16030ENC101014 shall have a property attached rigid ceiling. Locations shown For permanent lateral restraint of webs chat:have and position ion as s per HCSI cocoons the J or DBIC,etails, as ounlessbno d oty Plates to each face _ NO A• j g{r III III of truce antl drawings 1 O a6 shorn above and to the Joint Detalt, Tess noted otherwise. Refer to drawings 1f TT for standard plate positions, /�/ E OF Alpine, division of ITV BuRdl g Components Group Inc.shall at be responsible for an d vlation from -IeA AN RWCOMPANY H.drawing,any Fait—to bukd the truss In conformance with ANSI/TPI 1,or for handling,shlpping, ' �.p - MAX• TOT. LD• 60 PSF Installation 6 b acing f trusces. �... V A seal on this drawing ar over page list6g this drawng,Indicates acceptance of professional engineering responsmltlty solely for the design shoat The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Secz 1338B sty,M nl 3045 �ii Iil e� Eanh City,M063045 For more Information see this Job's general notes page n these web sites' „ t\�da MAX.,SPACING. 24,0r ALPINE rrr,alpl B rwr.nelLw.con;TBtpinst rrrs.org;$BCA� bdus ntltry. CC�orgl I rrr.lccsafeorg yf4/ \\\,�, Gable Detail For Let—in Ver.tica�s Gable Truss Plate Sizes ABout 4• Refer to appropriate Alpine gable.dettiil for i minimum plate sizes for vertical studs.' DRefer 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 t the overtopped plates to span the web, , Gable Lengttct + 2*2X4 h Exnmplen y 2X8 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member ' } Toe-nail - Or - End-null To multlpty 'T'convert Incre from a se by length (based on to 'T' reinforcing members, ' Provide 'connections for uPllft specified on the engineered truss design, appropriate Alpine gable detnll). Attach each 'T' reinforcing member with End Driven Nallsi Maximum allowable 'T' reinforced gable vertical 10d Common (0,148'x 3,',min) Naits at 4' o,c, plus length Is 14' from top to bottom chord, , (4) nails In the tap and bottom chords. 'T' relnForcing member material must match size, Rigid Sheathing TOenalled"Nails, specie, and grade of the 'L' reinforcing member. lOd Common (0,148'x3',min) Toenails at 4' o.c, plus eb Length Increase W/ °T" Brace 4 Nall (4) toenails In the top and bottom chords, 9 'T' Relnf. 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 Gobte Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 Ft, Kzt = 1.00 ' Truss Spaced.At ASCE 7-10 Gable Detall Drawings Gable Vertical = 24'o,c. SP N3 4.' o•c' A11515ENCI01014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' RelnForcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 307 = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, ,. (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPED101014• Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for'maxinum unlreinrorced gable vertical length. 4 Nnll Ceiling . .. ..IMPORTANT.:FI�RiN 1 THIS➢RAVING TTO READ AND LOW ALL NOTES ALL CONTRACTORS NCLUDING TTH�E'INsrIu.LERs,' ..` , REF' LET-IN VERT Trusses require extreme care in fabricating, `� �• Wdq�T- /+ mp handling,shipping,Information, b and banding, Refer safety and folio•She latest edition performing BCSI(BuRtling Component safety ale provide a or and bracing for Safety �� ', L 11 `r DATE 10/Ol/14 practices prior to wise,top these functions. Installers shalt provide temporary bracng pow SCSI. �� •`�l.-�U;`y if, Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shalt have properly attached rigid ceiling. Locations shorn for permanent Iaiernl restrains of ebs ti' / •� ��_ DRWG GBLLETINf014 (� I shall have bracing installed per SCSI sections B31 S7 or BIC, s applicable. Apply plates to each face Re Q I I LJ of truss and position s shorn above and an the Joint➢eta0.s,unless noted otherwise, I�IJ Rfe er to drawings 160A-Z for standard plate positions. / - Alpine, dvision of ITV Building C6nponents Group Inc.shall of be responsible for any deviation from -AN COMPANY this droving,any fan—,to build the truss In conformance with ANSI/TPI 1,or for handing,shipping, = S'/A/ OF MpX. T❑T, LD. 60 PSF bnstallatlon 1 bracing f trusses. • A sent on this drawing cover page listing this drawing,indicates acceptance of professlormt engineering responsbRity solely for the design shorn The suitabtity and use of this drawing :9 �J'y UR, FAC, ANY 13389 Lakefront Drive for any structure Is the respansbBity of the Building Designer per ANSI/TPI 1 Ser2. /i/U C Rill �/.-`V Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, /,��( „.\l�j. �� MAX, SPACING 24,0' ALPINE,•rat Ineltw.coni TPI,rrr.tpinet.orgi SBCA,wwr,sbdnductry.orgi ICC,wwwJccsafe.org /, V ,�� Valley Detail - ASCE 7-10: 160 mph,' 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. 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') nails toe-nalled 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 Or Purlins at 24' o,c. or as otherwise specified on engineer's sealed design Bottom chord may be square or pitched cut Or as shown. 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 fabrlcnting from oxx 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 long as the vertical height does not exceed 14'-0', 2 X 4 4X4 12 3X4 VaLLev I :�l . 12 Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip B-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail Valley Valley 4X4 Toe-nailed / r! o m n T u se 12 t 2 , o, :;IX3 x. � 1X3 ll S t 6-0-0 1X3 5X4/SPL 1X3 (Max Spacing) 1X3 2X4 eta�`C`g SQ it Common Trusses 20-0-0 <++) -I Partial Framing at 2 o.c. Plan Supporting"trusses at 24' o,c, maximum spacing. 1Juu Iilrrruq„ ..VARNINM.■RF AND F EL DV ALL NDTES ON TNIS nRAvnrGl , TC LL 30 30 40PSF REF VALLEY DETAIL -IMPORTANT..FURNISH THIS➢RAVING TD ALL CDNTRACTDRS INCLUDING THE INSTALLERS. ter^ Trusses require extreme care In fabricating,handling, hipping,Installing and bracing. Refer to and ��`c"i\„rr r,-�•�,^•''••rs�. folio.the latest edition of SCSI(Building Component Safety InFornatlon,by TPI and SIM for safety ,ph !,;�:.:_I.t�, .TC DL 20 15 7PSF DATE 10/01/2014 practices prior to perFarminc these Functions, Installers shall provide temporary b...Ing per BCSL .�� \,.' f` , Unlasc noted otherwise,tap Mora shall have properly attochetl.tructural sheathing ana batmen n,ara BC DL 10 10 10 PSF DRWG VAL160101014 shall have p operly attached IDId celUng• Locations shown for permanent lateral estrolnt f webs C: jf r" '•.' t� 1 F7 P� shall have braUng Installed per HCSI sections B3,H7 or BIO, applicable. Apply plates to each Face a IILII==(] or trues and position os sham above and on the Joint Detdls,un:ess noted otherwise. _ !ASVZZT,'1,TE R�. ' cl BC LL 0 0 0 PSF RaFer m drawings 16CA-2 For standard plate positions. •� Alpine, division of ITV Building Components Group Inc.shall not be responsible far, y deviation from — TOT. LD. 60 55 57PSF AN ffWOOMPAW thisdrawing, y failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, OF ..tt Instnllotlon 6 bracing of trusses. ` A seat on this d...Ing or cover page llsti ng this drawing,Indicates acceptance of professional �� cor�ee,N p.nsm+uty solely for the design shown, The suitabtlry na of this crowing lj e� fi�':r t`.i. 1✓F` 'u�DUR.FAC.1.25/1.33 1.15 1.15 133B9 Lakelronl Drive any structur e Is the responsib0. us lty of the edhg Designer per ANSVTPI 1 Sec2 f+• I t ",,.:,;, \ For more Information see this Job's general notes page and these web sIt— Earth Cily,M063045 ALPINE w w.aldneltw.conr TPI-w—.tpinstorgi SBCA,w—b-dustry.orgi IM—w.lccsmfe.org ,��i,,• Li{ •"L�%'vvv`•SPACING 24.0, Piggyback Detail ASCE 7-10: 160 mph," 30' Mean' He'ight,­ Enclo'se'd, Exposure C, 'Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp C, Wind DL= 5.0 f (min), Kzt=1.W ' Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In-roof, Exp D, wind DL= 5A'ps psf (min), Kzt=1.0. Notes Top,chords of trusses supporting piggyback cap trusses must be adequately broced by sheathing or purllns. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral,bracing For out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable`,if cap supports o.ddltlonal loads such 'ns'cupoln,'steeple, chimney or drag strut loads. I - xx Refer to Engineer's sealed truss design drawing'for piggyback and base Itrust specifications. i Detail. A P u r l i n Spacing - .24' o,c,' o r less Piggyback cap truss slant nailed to all top chord 12 ' purlln 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 IOd box nails (0.128'x3') at 4' o.c. 4 2' 2' 4' Attach purlln bracing to the flat top,chord using (2) 16d box nails <0.135'x3,5'). 2' The top chord N3 grade 2x4 scab may be replaced PUrIIn 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) 28P3 wave piggyback plate plated to the plggyback truss TC and attached to the base truss TC with (4) 0.120'xl.375' nails. Note, Nulling thru holes of Top Chord Scab (Typical Each End) Flat top chord purllns required at both wave plate Is acceptable. ends and at 24' roax o.c. spacing In between. x In addition, provide connection Detail B P u r l i n Spacing > 24' c.c. with one of the following methods, Piggyback cap truss slant nailed to all top chord purlln Trulox bracing with (2) 16d box nails (0.135'x3.5') and secure top Use 3X8 Trulox plates for 2x4 chord member, and chord with 2x4 q3 grade scab (1 side only at each end) 3XI0 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 a 8' o.c. with (4) 0.120'xl.375' nails Into cap bottom chord and (4) Attach pur(ln bracing to the flat top chord in base truss top chord. Trulox plates may be 12 using a minimum of (2) 16d box malls <0.135'x3.5'). staggered 4' o.c. front to back faces. Up to 12 APA Rated Gusset B'x8'x7/16' (min) APA rated sheathing gussets (each face), Attach 2 8' o.c, with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chod, Gussets 4' .2' 2, 4' may rbennstaggered a4' o.cse ufr nss t to b back Faces. ® 2x4 Vertical Scabs 2' 2x4 SPF N2, full chord depth scabs (each face), Attach 2 8' o.c, with (6) 10d box nails (0,128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered N . 4' o.c. Front to back faces. Purlln Spacing > 28PB Wave Piggyback Plate ' 24' a,c. max One 28PB wave plggyback plate to each face Full @ 8' o.c. Attach teeth to piggyback at time of Tap Chord Scnb (Typical Each End)• Chord Flat top chord purllns required at Fnbrlcation, Attach to supporting truss with Depth both ends, purlln spacing )•24' o,c, <4) 0,120'xl.375' nails per face per ply, p Piggyback plates may be staggered 4' o.c. front Notes If purlins or sheathing are not specified on the flat top of the base to'back faces. truss, purllns must be Installed at 24' o.c. max, and use Detail A, 1.1��11,tpritlll%(' ..vL1RNIT"LSH T REPO AND FOLLOW AL ALL NOTES RS THIS DING THE ` gyp\�V L q�Itr:, REF PIGGYBACK .xINpQ2TANTww FUR/ISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � Trusses require extreme c in fabricating,l andllrg,shipping,Installing and bracing. ReFer to and Q` /� Follow the latest ecltlon of BCSI(Butding component Safety Information,by TPI And SBCA)for safety ��` �V�l� / DATE 10/O1/14 practices prior to performing these functions. Installers shall provide tenpsoraryy bradng per BCSL; V/(� Unless rested Ath.r.1s,top hard hall have properly attached structural he,hing and bottom chord /' _ DRWG PB160101014 shall have a properly attached Igld eelling, Locations shorn for permanent lateral restraint of webs �N�). 1'71�,y F� shall have bracing Installed per BCSI sections B3,87 or BIO,as appllcoble. Apply plates to each faro ` �"G• d ��� F trues nntl post ion as shown above nntl on the Joins Detalc,unless noted otherwise, Refer to tlrorinos 160A-Z for standard plate positions. AN ITW Ol7MPANY Alpine,A dwislon of ITV Building components Group Inc.shall not be sponslble for y deviation fromA"r this drawing, my falture to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, E op Installatlon L bracing of trusses. yy A l o this drawing or cover page listing this drawing,Indicates Acceptance of profesrA—' fp�m� ct�ire isMthe�Sy for the design shown. The suitability d f this drawing �A ©P 13389 Lakelronl Drive °^Y s re porslbtlty of the Butding Designer per ANSI/TPI 1 Ser-P Earth City.Mo fi3075 For more Information see this Job's general notes page and these web sites, AAuf�vt� `'j, ,t�� SPACING 24,0' ALPINE,w r.alpineltw.coml TPI,www.tpinst,orgi SBCP wwr.cbc1mdustry.orgi ICc,rwrlcccafe.org fly ' " f111111111111111 „ Hip Frame De,tails B Hip Frame W4X4, 24e CommonTrusses- Typ, Typ. Typ Stepped Hip System Trusses 2x4 Chords 2x4 Purllns Setback n c #1 Hip Pitched and Sheathed Chord Area Hip Framex --- -------------------------------- ----------------------- - B Bottom Chord 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 T� TT�� Hip Frame jacks to maintain pitch continuity, Section B—D 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, E-- Setback �-- Stepped Hip System 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, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber. Structural Panels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hi`R lins, ..vwNINGo..READ AND FnLLDv ALL NOTES a Tests mtAvtnGl .� P ,G� S<` /� REF HIP FRAME ..IMPORTANT_FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extrene care In fabricating.handling,shipping.Installing and bracing. Refer to and follow the latest oil—of BCSI(BuM1ding I....ent Safety Infornatlan,by TPI and SBCA1 for safety i Na , S DATE 10/O1/14 practices prior to perforning these functions. Installers sMll provide temporaryy bradng per BCSt, —_ Unless noted otherwise,top chord shall have properly attached structural heathing a d bottom chord - DRWG HIPFR1801014 shall have a properly attached rigid ceiling• Locations shorn for pernanent lateral restraint of ebs. — _ ��� shall have bracing Installed per BCSabove sand an the J or Details, as unless no Apply plates to each face = a o f truss and position 16O s shorn abo a plate on the Joint Deto0.s,unless noted otherwise. _ Refer to drawings 16gA-2 For stanaarda°plate positions. �� STATE Oi= Atpine, division of ITV Building Components Group Inc,shall of be responsible for y deviation from 9 A- AN ITWCOMPANY tins droning,any foilure to build the truss In conformance with ANSI/TPI 1,or for handUng,shipping, 4�Installation 6 bracing f trusses. V A seal on this drawing or cover page Usting this drawing,Indicates accaptnnca of professional O ` rglneerhg responsiblUty solely for the design shown. The suitabalty and use of13389 rive for any structure Is the respo—IbItty of the Building Deslgner per ANS/TPI I Sect [ 4'(�•'�f•J+A1 \\\ Earth Cty,eM0front 6E' For more Infornatlon see this job's general notes poge and these web sites �y�fAFA/FAFldf llllllllt\\ ALPINE,w.r.alpineltw.coml TPB rww.tpinst.orgi SBCAN www.sbc[ndustry.org)ICO vrJcccafe.org a n CL,R' . Reinf orcing ' Member ,Substitution T-Reinforcement This detall Is to be used when a Continuous Lateral Restraint (CLR)' or T-Reinf, Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired, L-Reinf, Apply to either side of web narrow face, Attach with 10d (0128'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-ReinP, L-Reinr". Web Member Specified CLR Alternative Reinforecement SCQ�J Reinforcement: Size Restraint T- .or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 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 2-2x4M minimum 80% of web member length, 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OK) 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, (n Center scab on wide face of web, Apply (1) scab to each face of web, —WARNINGS READ AND F010W ALL NDTES a THIS DRAVINlg ��pp I`/// TC LL PSF REF CLR Subst, eINPWTANTu FURNISHRS TMS DRAWING TO ALL CIINTRACTD INCLUDING TIE INSTALLERS A�\\ i\ 9Y1 /// Trusses require extreme In fabricating,hnndling,shipping,Installing and bracing. Refer to and •`��` Falls.the latest edition of coHCS[CHuM1tling Component safety Information,by TPI and SBCA)for safety P` Tf '� TC DL _ PSF DATE 10/01/14 practices prior to performing these functions, Installers shall provide temporary brarJng per BCSI. `�`� �`V Iys '� 11 less noted otherrlse,tap chord shall Nave properly attochetl structural Sheathingybr and bottom chord I'�' shau have a properly ottachetl IDId selling. LQ"aaS Shown far permanent lateral restraint of webs ? �N C DL PSF DRWG BRCLBSUB1014 Q �Ll chap have brnchg Installed par HCSI sections 83,HT or B10,as appllcnble. Apply plates to each Pace $C LL PSF, IIJ� of trussand PF sit on as hown above and on the Joint DetakS,unless noted otherwise. % Refer to drnrings 16DA-Z Far Standard plate positions. — Alpine, division ai ITV Building Components Group Inc.shall t be ponsible for y deviation from - SOT, LD, PSF AN RW COMPANY this dra new n Failure io bu ld the truss In conformance with ANSI/TP[1,or far hand lag,shipping,ng, — hstoUation b br bracing f trusses. x-.Un �'A°fE OF . A sent on this drawing or Cover page listing this drawing,Indicates acceptance of professional % Jff'••�� �` ngineering responsibility solely for the design shown. The suital,ility and of this dravkng 13389 Lakefronl Drive For any structure Is the responslbglty of the BuNding Designer per ANSI/TPI 1 Sec2 y4 0{'4 �'©f " `�i/`� DUR, FAC, Earth Qty.MO 63045 For n re Information see this,Job's general notes page and these web slteS, 'SF . ^+��r.,,•Nw�.� a Nl ALPINE,w r.alpineltw.cory TPI,rwr.tpinst.orgi SBCAi w r,cbclntlustry.orgi ICG wwrJcesaFe.org F�<'�IT�" i ����'0-0n�° SPACING //�//1111111111111N\\. , 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 Web ❑nl comply with this detail, y 2x4 12' 620# 635# 730# 800# (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# 17454 species 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. Nail Into 2x4 members using two (2) rows at 4' o,c., rows staggered. Web or Chord 2x4 1910# 1960# 2315# 2555# Nall Into 2x6 members using three (3) rows at 4' o,c„ rows staggered. 30' Web or Chord 2x6 2230# 2365# 3125# 3575# Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this Web or Chord 2x4 2470# 2530# 29304 3210# detail is limited to Visual grade #1 and MSR grade 1650f, 36' 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 Web or Chord 2x6 42' 4395# 4500# 5225# 5725# sections occurring within the connector plate area. Broken chord may not support any tie-In Loads, Web or Chord 2x4 48' 34604 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# s Minimum L Distance ' H L f L L 4' o.c, s Typical~ ' L + O + O + O + O L O + O + O + O + Nlnlmum H H L Dlstonce --I 2' F— Stagger L + = Back Face 10d Box (0.128' x 3', min) Nailsl O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Trile Row Sta ered _ -1 Nail Spacing Detail a Nll!1110 �!) ;F� L sr -VARHINGI,.READ AND FOLLOW ALL NOTES ON THIS DRAVINGI ♦�` \ s °+,.� REF MEMBER REPAIR ..DVnRTANT FUMSH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. to �EA, •/%. y' Trusses equire extreme care In fabricating,handling,shipping,InstaltInD and'bracing. Refer to and �[ Q\ fait..the latest edtl-of SCSI(Buading Component Safety Inf....tl.n,by TPI and SECA)for safety DATE 10/01/14 practices prior to performing these functions. Installers shall'provide temporary bracing per BCSI, N 1 Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chor DRG/G REPCHRD1014 shall have.properly attachetl rigid selling• Locations shown for permanent lateral restraint of webs rl ��f� fl� eh all have bracing Installed per SCSI sections Hh J ar BIO,.s apWlcahle. Apply Is.. to each face �f(.m�,FJ.�[K- }'t d IILII_=O Illllllllllll���ll11. f truss and position as shown above and on the Joint Deta0.s,unless noted otherrise. )u I/1TG OF Refer t.drawings 160A-Z for standard plate positions. Alpine,a dIvlslon of ITV Building Components Group Inc shall not be responsible for any deviation From l� AN RW COMPANY this droring,any faAure to build the truss In conformance rIth ANSI/TPI 1,or for handLIng,shipping, �w installation 6 bracing of trusses. i�0 0 p �� (�l✓„� - A seal on this drawing or cover page listing this draring,Indicates ncceptnnce f professional �r� /�� ��(/♦♦♦ nglneering responslbRity solely for the design show, The sWtnbklty tl use of this drvring /� S,n �,r 1 ♦ , for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec2. S ".`� `t♦ Earth City. M Lakefront Drive (` 4T t Earth Ciy,M063046 For more Information see this Job's general notes pope and-these web sltes� ffRj +1Y=��•Itlllt SPACING 24,0' MAX ALPINE rwr.nlpineltw.conN TPI.wwr.tpinst.orgl SBCA,rrr,cbclndustry.orgl ICC,wwvlccsafe.org l/ll 1111• 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 10PSF MAX, CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET DO NOT USE THIS DETAIL FORI 1, STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). 2, INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS.' 3, LOADS IN EXCESS ❑F IOPSF CONNECTED TO THE'.FALSE FRAME. 4,; DRAG LOADS CONNECTED TO THE FALSE FRAME, 5,� TOP CHORD APPLIED FALSE FRAMES,1 � 6, LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL. )K I I 7, VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'—O'), FILLER ----- )K 8. FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS, , 4' 0' OC MAX. LENGTH TO TRIM FILLER EXISTING FILLER NOTE: FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES GENERAL NOTES: NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, LOAD CONDITI❑NS OR SUPPORT CONDITIONS. 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' O.C. MAX., OR SEE NEXT OPTION, 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 BOTH 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, OR AN (4' MAX, PANEL LENGTH), ALPINE. WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), x APPLY REQUIRED BRACING (SEE BELOW), - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX, I FIELD APPLIED - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR 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 )KLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM FRAME CHORD, TO BE PLACED AT' EACH END IN' ADDITION TO ABOVE REQ. CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE - JOIN 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 TO DEVELOP A - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO 'EACH FACE AND STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE 8d NAILS (0'A13x2,5') 2 3' D.C. AT THE FALSE FRAME HEEL JOINT IF 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) lOd BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE PER THE LATEST VERSION OF ANSI/TPI, FACE ONLY), " saVARNI'Gw READ AND FOLLOW ALL NOTES ON THIS DRAVDQ �o ` A�'/.�, REF - BC FILLER wrO1PORTANTwr FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� v Trusses require extreme care In fabricating,handling,shipping,Installing and bracing, Refer to and ✓ Follow the latest edition of BCSI(Building Component Safety Infornatlon,by TPI and SBCA)for safety Q' \CiE�S �% DATE.' 10/OT%14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shop have properly attached structural sheathing and bottom chord ����� shall have a property attached rlg:d --ti Locations shorn for permanent lateral testtolnt h webs 'N �� DRWG •REPBCFIL1014 d shall have bracing Installed per BCSI sections the J or BIO,as appt unlesscable.no Apply plates to each face Re truss and position shorn obove and on the Joint Deta4c,unless noted otherwise. Refer to drawings 16(1 for standard plate positions, Alpine,a ovlsion of ITV Building Components Group Inc,shot( of be responsible for an deviation fro C t AN ITWCOMPANY this drawing, y failure to bJld the truss In conformance with ANSI/TPI 1,or for handling,shlpping, 'q `S• A F — Installation 6 bracing r trusses. ,fI A seal on this lover'Pa a Ming this drawng,Indicates a ptance of prof ssl—L � 3 r Q (�/`•` ngIneer mg respoms yy y for ® design shorn The suitoblity SI use of this drawing `0 R� L ,e 73389 Lakefront Drive fa•any structwe Is thesresponsbgky of the Buadinp Deslgnar per Aand I 1 Sec2 Eallh City,MO 63045 For more lnforrwtlon see this Job's general notes page and these web sites, '���,rjNC ^!�� ALP[NE� rr, rww al neltw.conl TPA www,tpUls t,orgl SBCA,wshclndustry—lil ILO rw..1ccsof.,org :•/ n^`I 111111111 fl SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft mean hgt, located anywhere in roof, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00. Minimum 2X4 scab, 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 (w), NOTE: #2 is the minimum lumber grade allowed for all species, NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections, 12 2 TO 12 � 3L 00 L 24' MAXIMUM \\\\SIU��1 i3114%Sl„fg4 uVARNINGI—READ AND FOLLBV ALL NOTES[IN THIS DRAVINGI �`- % REF 2X4 SCAB O,H, ..INPIRTANT�FURNISH THIS BRAVING TD ALL CINTRACTORS INCLUDING THE INSTALLERS. `�� % TOTAL TOP CHORD Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and Q, V�r,IFEN ���=; LOAD NOT T❑ DATE 10/01/14 follow tine latest"it'-of""OBultling Component Sofety Information,by TPI-1 SHCAI for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. ? �• =EXCEED 40 PSF Unl ss noted otherwise,top Nord hall have properly attached strvctural sheathing and bottom chord Ma i� shall have a properly attached rI01d ceiling. Locations shown For permanent lateral restraint of webs = /� (DEAD PLUS LIVE) DRWG OHSCB2X41014 ALP fI� shall have bracing Installed per BCSI secSloan H3,H7 or BID, s applicable. Appaly plates to each face �Y d III II�IILII�_—Jl I Illllf��\VVI II of truss ntl p sltlan as horn above and on She Joint Details, Ness natetl thvr.lsv. bi Refer to drawings 16OA-Z For standard plate positions. Alpine,a division of ITV Builaing Components Group Inc.shall of be responsible for any deviation from /S A fi T GF AN WCOMPANY this Wowing,any fnllure to bJld the truss In conformance with,ANsr/TPI 1,or for handling,Shippimg, Installation L bracing of trusses. A seal on this drawing a cover page listing this drawing,4idlcates acceptance of professional nglneerhg responsDilllty solely for the design shown The sWtabBity and use of this d-1mg �r G NP '+` '` DUR, FAC, 1.15/1.25 13389 Lakefront Drive for any strucWre Is the responsibility of the�peneral notes pagendn-Per 'T heseSecP- eb sites ', SE `(pqif A,A (�\\�`, For more Information see this job's ' T`OIV71��+ \i Earth City.M063045 ALP[NE,nw.nlpinvltr.cow TPI,w—Aplast.orgl SBCA.•w,sbclndustry.orgl ICG we.1ce-F—re \\\\\ SPACING 24e 24.6" L OB•_e'ELEV. LO2 [ql tlm'9O paL 1.q1 ma 0 NLL ICOL J Dal ISOL i9 ILL flCO1 le oJ. a 0.Le1 L 0 K ]f ' _ O•nb1iKM 1.J3 AlYn1al TKta 1AO S INO 9� 100 nN D t'FOR RVMBN F N—RY &PNIG[�� BOOR TP1155 SPAI➢D itl[ O T-C LM1[as nPPPOViD muss ANtl1ON BY BULBER HJI V1 Bit 20 MINIMUM TOP AND BOTTOM CHORDS PLUMB cur O9ERNANC BJ7 J3. 1R E BJS J7S JS N e AIOG . 8" AS n r:J1 I 1 e 6RG. UNI Norco OTHERNtsE AB TYPICAL TRUSS END As ' N1 SPAG9 19]S'¢G LY—T AS$Ndm " NOf Qli G KRl1 rn tlMOUT ' A4 nOMOIDtnPd fPOY.BR etBC M9 6TIlI W9T a N.M.tlOd 10 OAR p 9DDIm1T V A3 - ANY mtmW1 ta6Vxprs KIBA11 WsSDIc 13FIIs .. Gtn[tNAR4Es al C NdOq[0. A2 WARNING 0 NOTES tl1V m m APPROVAL SIGNATURE P2 agnmq mwq �C 8F•y �i� .�aY.�, a L nKde N� • A3' ♦ plwrt Mao we uw®SJan ua emin]rm n.Owm AI = • 0411e2 + d wa Taa mM memo • AS a•nlm lone JwNu1 da Al : ST E OF' :•�� Koo .19.unnumdm m�a, F IAIIG %A N �• \\\ I BJsLL < < c,0000u,�b 1„OO�,Dro,d RANEY BJ3t� .rn1 D T1L]Ia�1NI eM.,]•Nn,m.tl1n,.9NA.] COMPONENTS, J7A � Bit W - ha nielMa Euwmt annimMemA Y9n�Om1 w6J 1999O 1nEaumENse BIN, l'✓�1 OfrNX-. RAN[�yy ' OMCE:]St-nt9-93t9 �CO ONEN S Tnj; BUSS [ury Jr m,4tioe.. meamN ^p CIGB J Imo`Hortori =1041 0C reekside 4" 21'4' — . 19'4 FILE CF R� JA06. HANGER SCHEDULE rmiss auw,o xDar Swm.A - --0'2"�--10' Z% TBJIL E L BJIL OWIDIfARB IJ! GAMOI EILM IDG 1.0 Pk 4 ]'FOB PL W G 6 MWY rzOGRA W®Ii C ROGM.11N5 SPAONC • BMtlD fM -® Y-G'UNl[s9 xOrzG BJI -{Ir APPROVED MSS MN M BY BULDEA Vl BJI I U4—MUM TOP Alm BOTTOM CHORDS PLUNK COT,OVERHANG HJ3 J3i� 11 E 6 BJS J7s JS X IS AIOG 6- y, BRG. AB uNlcss norm 07HERNSE A6 TYPICAL TRUSS END AS ALL SPAONO IS SC QG 016Pr A9 SMGMI. Go Nm aT w arw rxu•=•Amwr P4 AGdGATAMH iNW lA9 Oiiltf. 1q9 6M1%WST BE NGfERD"MN.IG GAY9 6 9dIIWT Oi MHl WbIFN MPrz@Ifl AxG/al YIS4,G 1¢Q4 Al NO BAO{MMIG(3]AI.frz HQII.10). A2 WARNING, pAPPROVED pAPPROV` EDASNOThD OREVISE&RESUBMIT 13REJECTEDIRESUBMIT ONOTREVIEWED rIFOR YOUR INFORMATION c m Submittals are reviewed for commmonee wrr, des!gn intent NOTES and 8germrul compliance with the Contract Documents arty. Nobatlans Do Not Authorize Changes to Contract Sum. Approval,comments and/or cormctions does not relieve the "`" Contractor cram compliance with the Contract Documents.The Contractor is respopsible for cods tg and correlating all Quantities, dimensions, toleranees, etearencm fabrication processes,techniques and sequences of construction. APPROVAL SIGNATURE wmpabbtby of materials and met:mac,coordination of their work with other trades and subcontractors, imance of work 1naage and satisfactory manner and itcarroaace wIVuu l� A2 °I'uuma row''nc A3 cmlrwT raa w�A ,u uam ua nmm DATE A.B.DESIGN GROUP EVI BY YB A4 AS IMaclm rzuc volA,r wrz A7 v ' f 'A9 0 AUG P III RANEY BJ5 COMPONENTS, n LLC HJ3 J7A 1GB80 Nd dxc-&.d � p�H�•/ HJ1 O�iR¢�i2 ]D ®C PONEN EAZ mf.1 114" • HIGB WE-PugA�s;Tn,Manloma w�nlawm Sp LIGH Ur Horton 4 �o: 104•Creekside 21'4 r A ria ' 0 HANGER SC1HEDULE wu aARe,a,mwr Y2muE .�--•4'2" 10' 1 1 OB'-B'ELEV. 24'6' TB AL E L BJ11- L02 [COL �2i RRl caw.. ®a Rol • HCOL 10 RLL ICON! LL • pY.1IDl lllM-1.25 M- I' lACIm 1.00 9 '.� NY ER'YM AY;7-10 NOm Ilim YAT RL Tim Y® Im a,lA 2•FOR Pwl®vcBNEWARl�vAr- FA IGOOIIL Im1A� 0 iLO p Ux�lESOxOR9 i BJI Vl HJI 2RRM UN TOP AND B%1 BOTTOM CHORDS b PLuue CUT OVERHANG BJ3 J3^ 12 E 6�• BJS J7S JS H Ix '� AS ` uNIE55 NOTED OTHERWISE A6 TYPICAL TRUSS END . AS ,uA Y+1 a W 11 C—T I Yarn. ' Nor ar a carol nassa eemart _ w>xaalAral moY rL�om. Al - Y04'6HOE YVET BE NOIIfID MOOV 10 OAY9 6 9YFYQ1}Oi .. BNOImI W W WOIR AXO/ul Y�0 A3 µTMO BAGtolA0.4Es 6LL BL MQIORm. �� A2 WARNING /4p _ OAPPRDVED CjAPPROVEDASNOTED OREVISE&RESUBMIT ❑REJECTEDIRESUBMIT _�_m ONOTREVIEWED iPIFORYOURINFORMAAOv ro Submittals are reviewed for comormance wa design Intent NOTE �Y and general compliance with the Contract Documents C*. Notations Do Not Authorize Changes to Contract Sum. vlv Approval,comments and/or correoGans does not relieve the q T Contractor from complanca with the Contract Documents.The Contractor Is rasponsible far confirming and cenelating all NRra quantities, dimensions,tolerances, clearances, febrile tiat processes,techniques and sequences of can ction, APPROVAL SIGNATURE wmpatihilihr of materials and mat 'c,coo atian,of their nodc with other trader and subcon(rodor darmance of rl x work In a sofa and satlsfaoNry mennhr a r full camp6aace with the ntrac marts. a •Y� NOV 2 � A3 a ,:�.�Ya0mu0u1xYT.YC.MmO !ou a a eu,m n m� DATE A.B.DESIGN G IOU EM.BY A4 AS - aY�m ws aor+ar a¢ ' Iuwu wmmoRrtnuYnwaw wu) A7 f • A9 AUG RANEY BJS COMPONENTS, BJ3 ti LLC J7A - IB2R0�14Re,n0ep®v6 ��+y BJI ,. 0�!{OiCE]'J02-429-9429 ®CO PONEN iAk RIGS ]2-E2B-742R � E-YAL•irveePlwlOwR ,nlRcwn ^a CIGB qppp Ur( Horton . a o : 104 Creekside }- 13' -:4- r 21'4" r TF:A8 Aria '