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HomeMy WebLinkAboutTRUSSf I WANK- Q1 �nAA\`,AI oU FI LE COPY _ _ RANEY COMPONENTS ey 19900 Independence Blvd. Groveland, FI 34736 ronentS, EEC one: (352)429-9429 * (352)429-0304 * Fax: (352)429-7429 -J b information: Address: cost erName: Creekside Lot 56 DR Orton 8712 Cobblestone Dr Deso don: City, State, Zip: 4EB 1828-Cali "D" Fort Pierce, FL !I Cover Sheet Order # JOB # 36CS00056 Printed: Tue, May 29 2018 FOR Name and License Number: � auu.ry mrvnnauvr►. Roof;-_,_ ds:;,',". Floor toads: TC Le > 7C Dead: BC Live: BC Dead: TC Llve: TC Dead: BC Live: BC Dead: 0 7 0 10 0 0 0 0 Bldg ode: Wind Std., Wind Spead: Bldg. Useage; Building Type: Wind Type: FB G 2017 RES ASCE 7-10 160 Residential - CAT 11 C MWFRC & C&C W/M Pag or sheets covered by this seal from: 1 thru 21 Total 21 DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO Al 2 AtA 3 A2 4 AiB A3 6 A1GE 7 A4 8 A5 A6 10 A7 11 ASG 12 D1 D1GE 14 cl 15 GlGE 16 M3 EJ7 18 BJ5 19 13d3 20 13.11 'CJ7 W� P— Digitally signed by Manuel Martinez ■ U ■ � I g DN: c=US, o=ldenTrust ACES Business Representative, ou=M AND E ASSOCIATES P.A., cn=Manuel Martinez, `' �.9.2342.19200300.100.1.1=AO 1098000 • Ob0.1464CF8FE960000211F rti naef AdobeAcrAatDC version:-0400' rr 2015.006.30418 40015A38.FF5B818U3B7F 009§2E85FB 11s 15cm'lazt+cr.3s ctczss i{sk, nce: s afgdbi, V2,w3Martknez �E fk6, i6c.JPtf2j aas Q���a9.�shawrsatae.•raar�gas€f�•1 5�ilt'&98fiaS'a a¢�xd cs�3zsssralaa ds�s€�am^ssiaam no¢c�.r�s9md si s��i�xY c ihe:,sS az�ranf=taacasc�Yes ens�k 8ia�rifesi-.�ectimrts cr�iaz. Page 1 of 1 10 Job Number: 36CS00056 Ply: 1 SEQN: 668615 / T10 ! COMN t ' I 4EBB 182E-Cali "D" [DR Horton /4EBB 1828-Cali "D" Qty: 16 FROM: AH DRW: Truss Label: Al [Wgt2240Ibs / .., 05/29/2018 m 0 37 F 6'4"9 } T10 14'4"7 19'10" + 253"9 6-4"9 1'6" 6'S"15 5'5"9 5'5°9 6'S"14 1 6" 6'4"8 c III 6(A2j I112X4 =4X6 =3X4 =3n =3X4 =4X6 Itl2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39W �1+ 6'213 + 5'9"3 + 2'0"1 5'9"1 + 5'9"1 + 2'0"14 5'9"4 + 6'2"12 +1 6'2"13 12 14'0"1 19'10" 257"1 2T8" 33'5"4 39'8" III 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 too Udell U# Loc R / U / Rw / Rh / RL / TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.187 O 999 240 B 1654 / 709 1961 / - / 445 / 81.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 / 709 1961 ! - / - ! 81.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ(TL): 0.140 L - - B Min Brg Width Req = 2.0 Mean Height: 15.00 itCode / Misc Criteria Creep Factor: 2.0 J Min Brg Width Req = 2.0 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & J are a rigid surface. I' Soffit: 2.00 Bldg Code: FBC 2017 RES Max TIC CSI: 0.667 BCDL: 5.0 psf Bearings B & J require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.600 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.593 ' Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords TensComp. GCp!: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 11I14 -1906 Lumber B - C 1492 -3056 G - H 1255 -2428 C - D 1227 - 2466 H - 1 1228 - 2467 Top chord 2x4 SP #1 D - E 1254 - 2427 i - J 1 - 3057 Bot chord 2x4 SP #1 E - F 1114 -1906 J - K 127 0 Webs 2x4 SP 93 Bracing Maximum Bot Chord Forces Per Ply ri I s) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Te s. Camp. member. Or 1 x4 "T" reinforcement. 80% length of B - R 2673 -1193 O - N 2105 826 web member. Same species & SRB grade or better, R - Q 2670 -1193 N - M 26f1 -1195 attached with 8d Box or Gun (0.113"x2.5",min.)nails ._ ' 6" oc.x Q - P 2670 -1193 M - L 2671 -1195 ��• a P-O 2104 -801 L-J 2674 -1195 Loading x , Truss passed check for 20 psf additional bottom 047 Maximum Web Forces Per Ply (Ibs) chord live load in areas with 42"-high x 24"-wide Webs Tens.Comp. Webs Ten ,Comp. clearance. Z, R - C 276 - 5 O - G 494 - 777 Wind aw C-P 418 -596 G -N d64 -164 Member design based on both MWFRS and C&C. O P - E 464 -164 N - 1 419 -597 STATTE' E - O 494 -776 I - L 276 -6 ' O . F - O 1385 - 751 40 01 SAS FF 5B SI BO BB 7f 4g OO 2E &5 FB sta#zitkmlivalas�rtislacstc�3} ed.aa9 z�aied Ley ks1 Mbr2ibak, {�1..tts.�rti�.tantl��asrshawab6rsrmti�gaSfi�E . �rsttr.��saz. panted es afthk eJQ=MWA gota'-A =d StPdmd wars@ and eiye.5'i=.A=l autaaccst+ka9G�ascvfara�[8a�eers➢r�d ca+��ectmm� "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! I I —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin sh! ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componeng Safety Information, bVV TPI an7'SBCA) tot salPety practices prior to performing these functions. [nstallers shall provide temposry bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro�efly erlrey attache�rigid ceiling Locations shown for permanent lateral restraint of webs shalt have bracing installed per BCSI sections 63, B7 or 10, otrr nts nr as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to tx" draw!ngs 160A-Z for standard plate positions. Alpine, a division of7TW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIff1 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 ANSI1TPI 1 Sec.2. Job N tuber: 36CS00056 Ply: 1 SEQN: 6686161 T13 / COMN 4EBB 82B-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss bet: A1A Wgt:260.4lbs .. / ... 05/29/2018 6'4"9 Tto°�9 14'4'7 i_ 19'10" 22'6"41 268° i 31'9°7 133'3i7 39'8" r 6'4"9 +1'6° 6'5"15 r 5'5"9 2'1% t 4'1"12 r 5'17 r1'6"r 6'4"9 , F-6X12 11 X4 =4X6 =3X4 =hX8 N: X4 R&4 �4Xto SEAT PLATE REa SEAT PLATE REQ. 39'8" 6'2"13 5'9"3 2'0"1 5'9"1 2'10" 4' 65°15 6'6°t 1� 6'213 11 14'0"1 19'10" 22'8" 268 33'115 39'8" Loadi 'g Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL' 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Lc 37.00 Mean Height: 15.00 ft NCBC : 10.00 TCDL: 4.2 psf Soffit: ; 2.00 BCDL: 5.0 psf Load C iration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacin : 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Top chd 2x4 SP #1 Bot ch d 2x4 SP #1 Webs 2k4 SP #3 Bracin (a) Cor finuous lateral restraint equally spaced on membE r. Or 1x4 "T" reinforcement. 80% length of web in �ber. Same species & SRB grade or better, attach with 8d Box or Gun (0.113"x2.5",min.)nails Wind design based on both MWFRS and C&C. Snow Criteria (P9,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 B 1561 / 708 / 960 1- / 445 / 8.0' Lu: NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 / 708 / 959 /- /- /8.0 Snow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS HORZ(TL): 0.240 M B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0-613 Bearings B & K are a rigid surface. TPI Std: 2014 Max BC CSI: 0.599 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.980 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1424 -2568 B - C 1489 -2859 H - 1 1743 -3379 C - D 1225 -2257 I - J 1722 -3418 D - E 1252 - 2218 J - K 1477 - 2841 E-F 1112 -1740 K-L 27 0 F - G 1509 - 2514 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 4 B-U 2497 -1191) R-Q 20 -9 U - T T - S 2494 -1190 2494 -1190 P - N O - M 2985 -1303 36 -15 :v S - R 1920 -800 M - K 2477 -1179 'No 047162 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp. U-C 276 -5 P-G 195 -122 � OF C - S 416 - 608 P - H 601 -1075 $..T - S - E 463 -160 H - N 807 - 357 E - R F-R 494 - 720 42 -515 N - O N-M 114 -4 2557 -1218 "t F-P R - P 2273 -1098 1879 -657 N-J M - J 527 -162 390 -685 P-Q 27 0 40015A38FF51381 Bit13137F48t70992E85FS zt2ir az�r���s�„cl*u��y;�ra�a�irdby cs�;,�,a s1�rr a�. (EL. iaaxaasszl untAo cassal�awrt ate us�g � stiiFi osa33sent:�cat�seaxfr. ?s?gtrd e�#�xaistms dwexaeat �ranmec�a3stssad sfgnesi,a3d xai�d awd t1�,Ec�aa3hentScaii,�sendo m+�t kc uxxifs3 azs urtm9satmF� c�iax. *"'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bVy TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly kiid ceiIinct Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t e. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. of ITW BUlldln Components Group Inc. shall not be responsible for any deviation from this drawingany failure to build the 1. with ANSI/gfP1 1, or for handlingf shipping, installation and bracing of trusses.A seal on this driwing or cover page_ _ ing indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec. rtr�ey o117jtOtJ[fttS, nr r Job Number: 36CS00056 Ply: 1 SEQN: 668617 / T9 / HIPS 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A2 Wgt 246.4 Ibs I I / ... 05/29/2018 64°9 T10'r9 12'4"7 19' 20'6' 27'39 31'97 333.°{7. 39'8° f 6'4"9 8"r 4'5"15 + 6'T9 1'8" F 67"9 F 4'5"15 11'6"' 6'4"9 m5X8a5X6 F G t2 in 0 ®2X4 m3X4 =3X6 =3X4=3X8 =3X6 �3X4 112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8° h1' 6'2°13 810"3 1'11" 5' 1'6' 5'1°12 1'11" 5'10"3 6'2"13 1� 6'2"13 12'0°15 14' 19' 20'6 25'8° 277" 33'5'3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PsF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.156 Q 999 240 B 1561 1710 / 964 ! - / 428 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.428 Q 999 180 K 1561 / 710 / 964 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.126 M - - B Min Brg Width Req = 1.8 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 K Min Brg Width Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & K are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.444 Bearings B & K require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.536 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.665 Loc. from endwall: not in 4.50 it FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens1 Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1145 -1814 Lumber B - C 1500 -2823 H -1 1 § 1, -2345 Top chord 2x4 SP #1 C - D 1333 -2385 I - J 1 - 2384 Bot chord 2x4 SP #1 D - E 1352 -2346 J - K 1501 -2823 Webs 2x4SP#3 E-F 1149-1820 K-L 27 0 F-G 1101 -1552 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (bs) member. Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens Comp. web member_ Same species & SRB grade or better,III B - T 2, 5% -1192 P - O 2058 - 950 attached 6" oc. with 8d Box or Gun (0.113"x2.5",minJnails T - S 2455 -1192 O - N 2058 -950 ° eeeeeee�� S-R 2059 -921 N-M 2456 -1203 Windy R - Q 2059 -921 M - K 2458 -1203 Member design based on both MWFRS and C&C.* * Q - P 1547 -589 No 047102 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Te I Camp_ Z e T-C 216 -6 P-G 511 -377 C- S 307 -43B P- H 4 2 694 x S - E 427 -153 H - N 426 -151 E -Q 474 -697 N - J 309 440 F-Q 537 -311 J-M 216 -9 F-P 317 -297 oil Ste# 40015A38FF5138180BB711`00692E85Fit r1.b ltemHsas born eMctrs�sadass9,aaiaH Sit HSaausl ktartina3, PE(ri..Ut.G37i831 MIk�la4 c?3�.milawrt atoar wgaSNA»Y ?t381etiCKn3ILRG¢�d.. � �riaand ss�asrafthbs doccaa��ara aratscrgfied .f'4tar�axa�3:eaWd amb tisc 5i.caant€'s'aSa�aorsJe mnsit�roaetf���at a¢'yd¢stia� 'l xxiC7ns: I "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,.omponeng Safety Information, byV TPI anct'SBCA) fo'r sa>Pety practices prior to performing these functions. Installers shall provide temposrrVV �xrrey gracing 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 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. i2efer to ottr/��n�nts ,tz irawings 160A-Z for standard plate positions. 4lpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawingq any failure to build the russ in conformance with ANSIrfPI 1, or for handling shippin�, installation and bracing of trusses.A seal on this dPawing or cover page, listing this drawing,indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. -or more information see this lob's general notes pace and these web sites: ALPINE: www.alpineitw.00m; TPI: www.tpinst.org; SBCA: wwwsbcindustry com; IM www.iccsafe.org 7 Job N1 tuber: 36CS00056 Ply: 1, SEQN: 668618 / T1 / COMN 4EBB 828-Cali "D" /DR Horton /4EBB 1826-Cali "D" Qty: 1 FROM: AH DRW. Truss bel: A1B Wgt:224.0lbs / ... 0512912018 6'4"8 14'4"7 19'10" 25'3"9 r 31'9"7 _i33'3"�8 3 N' +7'10�9 r + 4 1'fi° 6'4°6 6'4°6 16 6'5"14 5'5"9 5'5'9 it F-5X6 I g4X4E G 12 6 `omr (a) @3X6 j �C3X6D (a) (a) H I ;0(a) (a) -3X6(A1) B J-3X6(At ) A K �{ R Q S p O N M L M2X4 =3X6 =3X8 m3X6 112X4 SEAT PLATE REQ. SEAT PLATE REQ. 58" 20'8" 21' 529'"81244622"122 1'924 400 910" 5971 2T833 " Loadi g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.044 L 999 240 B 438 1164 / 272 / - /445 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.135 L 999 180 S` 336 1154 / 192 / - / - / 6B.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.014 F - - J 872 / 384 / 645 / - / - / 8.0 Des L HORZ(TL): 0.027 F - - Wind reactions based on MWFRS 37.00 EXP: CMean NCBC Height: 15.00 tt L: 10.00 Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: TCDL: 4.2 psf S Min Br Width Re '� 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.548 g q = P Load ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.480 J Min Brg Width Req = 1.5 Bearings B, S, & J are a rigid surface. S acin P : 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.538 Bearings B & J require a seat plate. Loc. from endwall: not in 4.50 It FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 Chords Tens.Comp. Chords Tens. Comp. Lumb A- B 27 0 F- G 297 - 205 Top ch Bot ch rd 2x4 SP #1 rd 2x4 SP #1 B - C 170 -463 G - H 450 -706 Webs jt4 SP #3 C - D 407 -156 H - 1 423 - 745 D - E 567 -150 1- J 708 -1385 BracingE- F 289 -165 J- K 27 0 (a) Cor iinuous lateral restraint equally spaced on memb '.web m �. Or 1x4 "T" reinforcement. 80% length of Maximum Bot Chord Forces Per Ply (Ibs) Same species & SRB or better, �t��� Chords Tens.Comp. Chords Tens. Comp_ attach friber. grade tl with 8d Box or Gun (0.113"x2.5",min.)nails; @6"0 . '� .�� ' B-R 515 -399 O-N 565 -98 -e� R - Q 510 -399 N - M 1182 -489 Plating Notes Q - P 510 -399 M - L 1182 -489 P - O 788 -761 L - J 1186 -489 All plat s are 3X4 except as noted. e Nth047 Wind 1t Wk 41 as Maximum Web Forces Per Ply (Ibs) MembE design based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens. Comp. ' Vill R-C 310 -16 O-G 510 -751 � J- C P 465 700 G N 492 - - - -182 P E 674 N I 441 - -1218 - -654 E - O 720 -297 I - L 290 -4 F-O 56 -182 40015A38FFSBSIBUBB7F4900992Eg5FB 1fk Itatttimatyeetf m{sAzaas&a�iga$gnc�d »,salad by tfasazs7 Ntartijc�s; PF. (&L. uc.esraazl an !'Hecate 5h9Nnt�:� u^�ng a 534A-1 iU�fEdSCYZ3I49Zfi�G rrtatedcwtuattlda do_ra..f Ai not mnsi&xad&igmc and :.al.c one tiic.n+.a Z avthenticaticescea9c nvrst LaarerNs:lrn amq: �cctraak m�lns. "WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses Comp0 Ireeniuire extreme care in fabricating, handlingshipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI y bracing en[ an7'SBCA) safety practices prior to performing these functions. Installers shall provide temporary rrrrey< Jer BCSI. Unless noted citherwise,top chord shall have attached structural sheathing and bottom chord shall have a attache properly properly rig9id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, om fDi�zrrts ble. as appli Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to i zir drawing 160A-Z for standard plate positions. Alpine, truss in listing t division of ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing any failure to build the nformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ is drawing indicates and us acceptance of professionals engineering responsibility solely for the design shown. The suitabilit)r of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more i ormation see this laws ceneral notes page and these web sites: ALPINE: www.al !neft w.com; TPI: www, into • S8CA' www.sbdndu .com' ICC: www.iccsafe.or Job Number: 36CS00056 Ply: 1 1 SEQN: 668619 / T8 / HIPS 4EBB 182E-Cali "D" /DR Horton /4EBB 1628-Cali "D" Qty: 1 FROM: Ai DRW: Truss Label: A3 Wgt 252.0 Ibs / ... 05/29/.2018 6'4"9 T10""9 12'4"8 _i 1T 22'8" 2T3B 31'r 131' 39'8" i 4'5"1547"8 I 4'515 T '6" 6'4"9 1 m6X6 0 X4 m3X4 =3X6 =-3X4 esiM -3X4 m— X6 =3X4 6(4 SEAT PLATE REQ F1'T 6'2°13 + 5'10"3 6'2"13 12'1' 39'8' +1'11� 2'10" 10" 3' 14' 3 19'10° 22'8° 25'8" 111 �� � 2 SEAT PLATE REQ. S10°3 6'2"13 1� 33'5'3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum.Reactions (Ibs) i TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.153 R 999 240 B 1561 / 712 1965 / - / 387 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.419 R 999 180 K 1561 / 712 / 965 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.125 M - - B Min Brg Width Req = 1.8 ' NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 K Min Brg Width Req = 1.8 Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 psf p Bldg Code: FBC 2017 RES Max TC CSI: 0.380 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.453 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.690 Loc. from endwall: not in 4.50 itFT/R7:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1268 -1952 Lumber B - C 1550 -2829 H -1 1397 -2335 C - D 1378 - 2374 1- J 1378 - 2374 Top chord 2x4 SP #1 D - E 1397 -2335 J - K 1550 -2829 Bot chord 2x4 SP #1 E - F 1268 -1952 K - L 27 0 Webs 2x4 SP #3 F - G 1192 -1700 Wind Member design based on both MWFRS and C&C. 4001 SA38 FF5B81B0B57F4800992E95FR ^fstt ltar*r rasa cicttxrj:�ned�t9 scatcsf 6Y cAavau°,^t naaninsa ?EtrL.lts. Girt82{antAcdZRe Sitawti it:nYm tY�fig7SHT i m'tlf¢nika3t�9¢xdt. zvisind xr samsrmrrt drxarasa't: not"Widersd Agwdx ds Iod azs6 sF.+eS'ttAaZzuNhanx§ ravage must.�'ea�rir�l asr asrya9ectranis. cud!®s. Maximum Bot Chord Forces Per Ply (16s) Chords Tens.Comp. Chords Tens. Comp. B - U 2465 -1238 Q - P 1690 -751 U - T 2462 -1239 P - O 2048 -1000 T - S 2043 - 970 O - N 2043 -1000 S - R 2D43 - 970 N - M 2,02 -1267 R - Q 1690 - 725 M - K 2465 -1257 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ U - C 228 -6 Q - G 238 -2D0 C - T 323 -464 G - P 538 -324 T-E 392 -161 P-H 412 -585 E - R 412 -585 H - N 392 -161 F - R 536 -324 N - J 324 -464 F - Q 238 -200 J - M 228 II i -8 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Nre extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bVV TPI and'SBCA) r safety practices prior to performing these functions. installers shall provide temporarryy " BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Appiy plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability ;e of this g'awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. nr Job N t�berCS00056 WPly: 1 SEQN: 6611637 / T11/ GABL 4EBB2-Cli "D"/DR Horton AEBB 1828-Cali "D" Qty: 1 FROM:AH DRW: Trussbel: A1GE Wgt: 378.0 Ibs Page 1 of 2 .. / ... 05/29/2018 TOLL: TCDL: BCLL: BCDL: Des Lc Soffit Load 8'47 135"12 151P 2518"4 33'3"B 39'8" 6'47 TS"5 6'U"4 8'0"4 T5"5 6'47 i- A7•�.�14.a SEATPLATEREQ. SEATPLATEREQ, SEATPLATEREQ. SEAT PLATE REO. i 13V 5' i 21' FIT 8'T'11 + 13'25 12 981-F + 25184 26�2 33'S'S Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.069 U 999 240 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.207 U 999 180 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.031 F - - 37.00 EXP: C HORZ(TL): 0.058 F Code / Misc Criteria 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 2.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.514 ation: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.438 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.792 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Top chord 2x4 SP #1 Bot chord 2x4 SP 91 :BC2 2x6 SP #1: Webs 4 SP 93 :W2, W3, W7 2x4 SP #1: Bracin (b) sca reinforcement. 80% length of web member. Same size, Box or species & grade or better. Attach with 10d (0. 1 28"x3",min.)nails @ 6" oc. (a) Con dun nuous lateral restraint equally spaced one membe web in Or 1x4" f" reinforcement. 80% length of ear tuber. Same species & SRB grade or better, attache with 8d Box or Gun (0.113"x2.5",min.)nailsv e @6"i 47 Specia ,Loads --(Lu Qr Dur.Fac.=1.25 /Plate DucFac.=1.25) TC: F BC: F m 56 pif at -1.00 to 56 pif at 40.67a. m 4 plf at -1.00 to 4 pif at 0.00 STATE OF :44 BC: F BC: F m 20 plf at 0.00 to 20 plf at 39.67 m 4 plf at 39.67 to 4 plf at 40.67 TC: BC:2 lb Cone. Load at 16.17,17.17 lb Cone. Lad at 15 17,17.17s Plating Notes * . p�. Is # It All plat are 2X4 except as noted. SERIAL #. Wind 40 01 SA38 FF 5B 81 BO BS 7F 49 00 99 2E 95 FB Wind to ds and reactions based on MWFRS. 1191rltamlasboascic nadad=lefttriYlam clMartin", PE(R_!ic.C411221 M tha daft shows aba+ WrIfa 5x1w1. Additional Notes a�#eeCxax xsrta. See D WPS A16015ENC101014 & GBLLETIN1014 for=acLsBxr3sdr cr m�mnotctd 'gnadsba gable dbracing and other requirements. sdttx"aaa"etsf�r� tafs�`a�°ctm curios V m b ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 434 / 197 / - /- / - 18.0 BI 1509 1725 1- 1- / - 18.0 BJ 502 /213 /- /0 /0 /8.0 X 862 1417 !- /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 BI Min Brg Width Req = 1.8 BJ Min Brg Width Req = 1.5 X Min Brg Width Req = 1.5 Bearings B, BI, BJ, & X are a rigid surface. Bearings B, BI, BJ, & X require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A - B 27 -20 M - N 62 -74 B - C 170 -439 N - O 64 -75 C-D 421 -156 O-P 57 -108 D-E 453 -182 P-Q 60 -115 E - F 486 -208 Q - R 74 -131 F - G 494 - 216 R - S 128 -203 G - H 528 -240 S - T 224 - 544 H - I 551 - 269 T - U 301 -653 1-1 128 -152 U - V 342 -699 J - K 89 -137 V - W 372 - 736 K-L 61 -111 W-X 644 -1352 L - M 62 -107 X - Y 27 -20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B -AD 338 -107 AB -AA 606 -290 AD -AC 335 -109 AA- Z 1148 - 532 AC -AB 299 - 799 Z - X 1151 - 530 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AD- C 303 0 N -AB 153 -190 C-AE 295 -657 AB -AU 388 -809 AE-AF 297 -657 AU -AV 358 -769 AF-AG 314 -679 AU-AX 23 -30 AG-AH 316 -680 AV-AW 353 -760 AH-AC 302 -672 AX-BA 24 -31 AI-1 692 -1108 AY -AZ 340 -744 AI -AC 708 -1133 BA -BD 24 -31 "''WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme are in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a properly ilid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nce with ANSI/ fPl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. ing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability drawing for any structure is a responsibility of the building Designer per ANSIfTPI 1 Sec.2. cTJrey omfranz�rrs ,u Job Number: 36CS00056 Ply: 1 SEQN: 668637 / T11 / GABL 4EBB 1828-Cali "D" /DR Horton MEBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A1GE Wgt: 378.0 Ibs Page 2 of 2 / ... 05/29%2018 AI -AK 45 -60 BB -BC 325 -730 1-AJ 659 -306 BD -BF 23 -30 AK -AN 45 -60 BE-S 372 -782 AL -AM 727 -359 AA -BF 446 -19 AN-AQ 45 -60 AA-BG 268 -588 AO -AP 700 -337 S -BF 416 0 AQ-AT 44 -59 BG-BH 312 -655 AR -AS 689 -320 BH-W 277 -608 AS -AT 673 - 312 W - Z 282 0 AT -AB 636 -266 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. E -AE 4 -3 AS- M 14 -21 F-AF 45 -57 O-AV 7 -14 G -AG 21 -13 AW-AX 33 -44 H -AH 45 - 39 P -AY 50 - 65 AJ-J 87 -65 AZ -BA 10 -21 AK -AL 15 -49 Q-BB 28 -39 AM- K 28 -30 BC -BD 78 -42 AN -AO 20 -8 R-BE 141 -99 AP- L 64 -68 BG- T 172 -114 AQ-AR 43 -47 BH- U 88 -119 40 015A,38 FF 58 81 BO 8B 7F48 00 99 2E 85 FB Sims lCeitha50cen Clsot ..s$�tad'm;Qa�.aledBy rlsa�scA lSAartgiey PE (a. tit."711121 cn the eau shown abwm sag a SHiw1 auditatC;cxtt�crtfic- P'rmtedc dstlncrYw+.�s4 �m mxatc sd sr�rsaiS d iad and tbn iA�a enffirat%aasa�lc marst xm rN' ac4many dedrork onus: **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re u!re extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, byv TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarynrr�y bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propprly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins[alled per BCSI sections B3, B7 or B10, om zrnerrts ur as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to F drawings 160A-Z for standard plate positions. 1 Alpine, a division of ITW Buildinpp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI PI 1, or for handlin 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 ►awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. ' 1 Job N ° ber: 36CS00056 Ply: 1 SEQN: 668620 / T7 / HIPS 4EBB 828-Cali "D" /DR Horton 14EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss bel: A4 Wgt:254.8lbs __ / ... 05/29/2018 1-1 r fi"99 I I15' I, ~190° 8• 2739T 319"7 , 3217 398" 4'1002"9 5144 1'84S44 , 18" 64'9 m3X4 =5X6 It2X4 m3X4 =3X6=3X4 m3X8 a3X463X6=3X4 11120 SEAT PLATE REQ. SEAT PLATE REQ. i• 39'8" -I 1' F + I� 6'2"13 5'10"2 62"13 r 12'0"1� i 1'11"1 4'10" 4'10" 1' —14^I 1 19'10" 24'8" 25' "111 r H I 5'10"2 6'2"13 _� 33'5"3 + 39'8" 1' Loadir il Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.158 G 999 240 B 1561 1714 / 962 / - 1346 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.434 G 999 180 L 1561 / 714 / 962 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 N - - Wind reactions based on MWFRS Des Ld 37.00 EXP: C HORZg L 0.125 N - - �) B Min Br Width Re 1.8 9 q NCBC : 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 L Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & L are a rigid surface. Load D ration: 1.25 BCDL: 5.0 sf p MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.454 Bearings B & L require a seat plate. Spacin : 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.467 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H B - C 1577 -2831 H -1 1334 -1958 1388 -2093 Lumb C - D 1411 -2370 I - J 1429 -2331 Top ch rd 2x4 SP #1 D - E 1430 -2331 J - K 1411 -2370 Bot ch 2x4 SP 91 E - F 1388 -2093 K - L 1576 -2831 Webs 4 SP #3 1 F- G 1334 -1958 L- M 27 0 Wind MembE design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chards Tens. Comp. MA " B - V 2467 -1273 R - Q V - U 2465 -1273 Q - P 1831 - 864 2039 -1026 Mks U - T 2039 - 996 P - O 2039 -1026 A 1 +� T- S 2039 -996 O- N 2465 -1302 No 0 7 S - R 1831 - 835 N - L 2467 -1302 a 40 Witr Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ as s r V- C 235 - 6 R- H C U 327 Q 1 278 -172 404 - 522 *� Aii - -473 - U E 351 H Q 546 - 372 A - -161 - 00, E - S 404 - 522 1-0 F - S 546 -372 O - K 351 -161 328 -473 8 172 K - N 235 -8 " _ G - R 24 40 015A38 FF 55 8180 BB 7F4800 99 2E S5 FS akttiterc s&rcrn at& `steed =t=kdby Wru014arttnw, PE(FL. W.04711121en thcd ashawa a6 a:a3nga sNR.2 autls ereraacas coda. £:�etedetmrifds ti�vasaamma nc+t dsfSmaaimnd sr"a�xi artc*4—w-k2aaientkaSrmmdem=kDe 4fL-dcarasy4actrar3. amitts.. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT_ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses eqquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compon of Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rt>yeY bracing ier BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attache riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins Ileper BCSI sections 83, B7 or 610, om x»rents, nz as appli ble. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to / drawing '1160A-Z for standard plate pasdions. Alpine, ,division of ITW 8uilding�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in �nformance with ANSIrfPI 1, or for handling shipping, installation and bracing of frusses.A seal on this drawing or cover page, listing t, is drawingg indicates acceptance of professtona engineering responstb!Itty solely for the design shown. The suitabtltty and us of this drawing for any structure is the responsibility oC the Building Designer per ANSI/TP11 Sec.2. f f Job Number: 36CS00056 Ply: 1 SEQN: 668621 ( T6 / HIPS 4EBB 1828-Cali "D" /DR Horton MEBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A5 Wgt: 212.8 Ibs / ... 05/29/2018 i,; I , 6'4"9 13' 19'10" 26'8" 33'3'7 39'8" 6'4"9 6'7"7 6'10 6'10" 6'7"7 64"9 =5X8 =3X4 1112X4 =3X4-3X6 =-3X8 =3X6=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 6'2"13 6'9"3 1' 5'10" 5'10" 1' 6'9"3 6'2"13 1' f' 13 13' 14 19'10" 25'8" 26' " 33'53 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSl 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 1 U / Rw 1 Rh / RL ( W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.172 E 999 240 B 1561 1716 / 953 1- / 305 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 H 1561 1716 / 953 / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS Des Ld:EXP: C HORZ TL 0.128 J - - ( ) B Min Br Width Re 1.8 9 q CL 10.00 NCBCLL: 00 Mean Height: 15.00 ft 9 Code / Misc Criteria CreepFactor. 2.0 H Min Brg Width Req = 1.8 2. Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TIC CSI: 0.446 Bearings B & H are a rigid surface. Load Duration: 1,25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h_/2 TPI Std: 2014 Max BC CSI: 0.558 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.564 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1502 -2274 Lumber B - C 1623 -2836 F - G 1425 -2325 C - D 1425 - 2325 G - H 1623 - 2836 Top chord 2x4 SP #1 D - E 1502 -2274 H -1 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member design based on both MWFRS and C&C. B - P 2472 -1319 M - L 2006 -10M P - O 2469 -1319 L - K 2006 -1008 O - N 20M - 978 K - J N - M 2006 - 978 J - H 2469 -1348 2472 -1348 Maximum Web Forces Per Ply (Ibs) 4 Webs Tens.Comp. Webs Tens. Comp. . �. •' P - C 244 -4 M - F 370 -243 e C-O 377 -513 K-G 377 -513 ' D - O 444 -170 F - K 444 -170 �, r STAT E of D-M 370 -243 G-J 244 -6 p E - M 300 - 381 40015A338iFF5581HJ8137F480099 ZE 85FB mtxtc mh x e„ctc s nvd=2=ladby lrark1,=, P£(Tt.. Lk.kR.Wf on the d2ft shown kame UAIja SHA-1 ao3aicndcaccrda. Fift tod zsrsfc}ds dxvacraiaxa n+st [azviacil sPanil saitisf atablt'crx,�rw aut8fentS:assexlt rmuitia�eead'�ai r»a�ydeciiara� rzlm "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI *"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of in�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 317fPl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ . is acceptance of professlonq engineering responsibility solely for the design shown. The suitability it any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. neral notes page and these web sites: ALPINE: www.alpine lw.com; TPI: www.tpirstorg; SBCA-, www.sbcindustry.com; [CC: www.icesafe ©tRj70f1811r5,.ux Job N tuber: 36CS00056 Ply: 1 SEQN: 6686221 T5 / HIPS 4EBB''1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss Label: A6 Wgt 212.8 Ibs / ... 0512912018 6'4"9 16'10"2 19'10"+ 22'8"3+ 28'8" 33'3"7 + 39'8" J + 6'4"9 4'7"7 5'10"2 2'I 4 2'10"3 511°13 4'7"7 6'4"9 I =6X6 1112X4 =3X6 =3X4 m5X8 D E F G H '� 12 T 6 T ti o o3X4C 153X4 � fn 1 % =4X6(A2) B J m4X6(A2) I� 1 A K S R Q P O N M L 1112X4 =3X4 =3X6 m3X8 =3X4 =3X6 =3X4 012X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" I i1� } } h1T 62"13 + 193 + 14' 1610"2� 2211911 25'8" 28'8" 33'53 39'83 I Loadhig 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: , I 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.191 E 999 240 B 1561 / 718 / 940 / - / 264 16.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.525 E 999 180 J 1561 / 718 / 940 / - ! - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des L EXP: C HORZ L 0.132 L - - B Min B Width Re 1.8 37.00 �) q NCBC Mean Height: 15.00 ft ' : 10.00 Code / Misc Criteria Creep Factor: 2.0 J Min Brg Width Req = 1.8 Soffit TCDL: 4.2 psf Bearings B & J are a rigid surface. 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Load I BCDL: 5.0 psf Bearings B & J require a seat plate. i iration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.493 Spacin : 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.481 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1683 -2609 B - C 1644 -2814 G - H 1675 -2595 Lumb C - D 1522 -2444 H - 1 1522 -2444 �rd To ch p 2x4 SP #1 D - E 1683 -2609 I - J 1644 - 2814 Dot ch d 2x4 SP 91 E - F 1683 -2609 J - K 27 0 Webs 4 SP #3 Wind I Maximum Bot Chord Forces Per Ply (Ibs) Memb ' design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Camp. B - S 2448 -1332 O - N 2133 -1114 S - R 2446 -1332 N - M 2133 -1114 R - Q 2133 -1084 M - L 2446 -1361 ear Q-P 2133-1084 L-J 2448 -1361 �** - 4 P-O 2513 -1371 047,82 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 199 - 8 G - O 278 - 332 n C - R 300 - 379 O - H 645 - 398 „STATE. D - R 369 -177 H - M 366 -176 D - P 656 -407 M - 1 299 -379 ,.a E-P 274 -327 1-L 200 -10 P-G 111 -108 �+ Ad SERWL-# 40 01 SA38 FF55 81 BO Bli 7F48 00 99 2E S5 FB � Tsk=,x wafadbyL4aa�iMarib�ar, '?E{:'l. tEc-C+t7flF2! an tic da3e Shawn ahaam v�ng aSNi«E 1 a ^itA15fi�13P�@9cX �G Fmwdcopmsnrthkdastrwa� not cxs%f6md,ip A.dseand andltet?4&Ari avShan�caBPsscsrz�a mCSF lszzarlf�ian aega3ectmmk saylas.. *`WARNING'"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses eqquire extreme care in fabricating,handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compon ni Safety Information, by TPI an7SBCA) for safety practices prior to performing these functions. Installers shall provide temporary �rnelr bracing er BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, dflr wflertts rtr able. Apply to face truss (2efer F as appli plates each of and position as shown above and on the Join Details, unless noted otherwise. to drawing I160A-Z for standard plate positions. Alpine, 'division of ITW Buildin��iiComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in nformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e. . listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and us I of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this mob's eneral notes page and Giese web sites: ALPINE: www.al ineitw.com; TPI: www. into ; SBCA• www.sbcindu .com: ICC: www.iccsafe.o Job Number: 36CS00056 Ply: 1 SEQN: 668623 / T4 / HIPS r , 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A7 Wgt: 222.6 Ibs .. / ... 05/2912018 6'4"8 9' 14'3"11 19'10" 25'4"5 30'8" 33'3"8 39'8" 1 I 6'4"8 + 2'T'8 5'3"11 + 5'6"5 5'6"5 5'3"11 2'7"8 614"8 =6X6 =3X4 =5X6 =3X4 =6X6 D E F G H T m4X6 fi to 6(A2) I <I Ivl T S R Q P O N M L iv 112X4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE'REQ. 39'8" FPFPii\iE1LL PAMPaik\i PA. F1. 7, t%/i i i"i h Nh, . — --- 1' 6'2"12 2'9"4 3' 5'9°73 5'9"13 2'0"3 2'9"4 6'2"12 1' f' 6'2"12 9' 12' 2�0 3,� 19'to! 25'7"13 27'8" 3 33'5"4 39'8" 1' 4'0°3 30'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deti/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L!# LOG R / U / Rw / Rh / RL / W B 1561 1720 / 921 ! - 1223 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.246 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.676 F 999 180 J 1561 / 720 / 921 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.075 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.141 L - - B Min Brg Width Req = 1.8 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 it Creep Factor: 2.0 J Min Big Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.395 Bearings B & J are a rigid surface. Load Duration: 125 MWFRS Parallel Dist: D to h12 TPI Sid: 2014 Max BC CSI: 0.506 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.481 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Pie GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chards Tens.s. Comp. VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 2028 -3246 B - C 1669 -2806 G - H 1873 -2959 Wind Duration: 1.60 WAVE Lumber C - D 1625 -2567 H - 1 1625 -2567 Top chord 2x4 SP #1 D - E 1873 -2959 I - J 166t -2806 Bot chord 2x4 SP #1 E - F 2028 -3246 J - K 27 0 Webs 2x4 Sr- #3 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - T 2440 -1350 P - O 2993 -1625 oft T - S 2438 -1350 O - N 2261 -1216 MAPeoe S-R 2261 -1186 N-M 2261 -1216 -4 R - Q 2261 -1186 M - L 2438 -1379 e Q- P 2993 -1615 L- J 2440 -1379 � R: Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. as T-C 163 -12 P-G 328 -185 C - S 254 - 275 G - O 381 - 523 D - s 301 -205 o - H sat 565 . D - Q 942 - 565 M -1 254 -275 +4� � 4 . Q - E 381 - 523 H - M W2 - 205 I-L 163 -14 F-P 226 -300 40 01 SA38 FF 55 8180 B07F48 00 99 2€ 85 Flit Thfsztll aledbyFlarrsclMartenba P£(ri.. tEt.&SrFa2(axi ['gym dalrssharan aEms� Aga SNi�i rstl'iancraaress cc�dr. 2a7•ata�i cr�5mx�i�his iic+ev�c^saaua natcmraiid s�na�snd ssal�d asa! tiva s�.i2>a iCAri615Y§[a21GY5Cd�C Mt5[ rYd W2Iit3uLf �1 aspd@L1iWf� fB]filll.. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re u!re extreme care in fabricating handlin shitlping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Componen� Safety Information by TPI anc3'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary �trrey bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properrlly attache U H id ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections 53, 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. (2efer to omfvrgert( ur drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handlia shipping, installation and bracing of Wsses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. For more information see this lob's oeneral notes page and these web sites: ALPINE: www.alpineitw.com; TPI: _ www. into : SBCA: www.sbclndu .corn; [CC: www.iccsge.org 11 Job N nber: 36CS00056 Ply: 1 SEQN: 6686351 T20 / HIPS 4EBB 828-Cali "D" [DR Horton 14EB8 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss I Iabet: ABG Wgt 235.2 Ibs .. I ... 05/29/2018 1�.I 2'10" 1'15'4"12 1T 42"2 + 42 T "814 + 3424" + 379 7T 41444'0"l2 2 8" { T 0 1 1112X4=5X8=3X6 =5X10 =6X6 1112X4 12 C-.V. D E F G H I =nyaj 0 04 PAP' i U I" IT S R Q P O N M 1114X4 =8X10 .5X6=5X6 1112X4 5X6=5X6 =8X10 1114X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 11'4" 284" 1'r6" 6'7"12 + 4'2"4 2'8" f_ + 11�81.r 4'1"4 4'1"4 1'8"1� 4'2'4 h2 6'7"12 6" 7'1"12 11'4" 1-4 19'10" 23'11"4 28 32'64 ~'4" 39'2" 8�, 1' 5'6"12 fi 1 Loadin ' TCLL: TCDL: BCLL: BCDL: Des C NCB Soffit: Load D S acin � Criteria (psi) Wind Criteria 20.00 Wind Std: ASCE 7-10 7.00 Speed: 160mph 0.00 Enclosure: Closed 10.00 Risk Category: II EXP: C Mean Height: 15.00 ft :10 10.00 TCDL: 4.2 psf 2.00 BCDL:6.0 sf P ration: 1.25 MWFRS Parallel Dist: 0 to h/2 24.0 " C&C Dist a: 3,97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udef( U# Pf NA Ce:NA VERT(LL): 0.188 I 999 240 Lu: NA Cs: NA VERT(TL): 0.520 1 968 180 Snow Duration: NA HORZ(LL): 0.034 M - - HORZ TL 0.063 M - - P.00 Code / Misc Criteria Creep ( ) Factor: 2.0, BldgCode: FBC 2017 RES Max TC CSI: 0.973 TPI Std: 2014 Max BC CSI: 0.588 Rep Factors Used: Yes Max Web CSI: 0.990 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate TyPe(s): WAVE VIEW Ver: 17.02.02.1208.15 Wind ♦ Maximum Reactions (Ibs) LOG R / U / Rw / Rh / RL g 70 /398 /75 /- /- T 5210 12583 1- I - 1- K 2102 / 1040 / - / - /- Wind reactions based on MWFRS B Min Brg Width Req = 1.3 T Min Brg Width Req = 6.1 K Min Brg Width Req = 2.1 Bearings B, T, & K are a rigid surface.P Bearings B, T, & K require a seat plate. Maximum Top Chord Forces Per Chords Tens.Comp. Chords / W /8.0 18.0 18.0 Ply (Ibs) Tens. Comp. Lumbei A - B 27 -20 G - H 1915 - 3871 Top chId d 2x4 SP #1 Wind loads and reactions based on MWFRS. g - C 1219 -607 H - I 2079 -4207 Bot ch Webs 2x6 SP #1 4 SP #3 Additional Notes C-D 2918 -1445 1-J 2080 -4207 D - E 2918 -1445 J - K 20D0 -4032 Bracin Lous Negative reaction(s) of -398# MAX. from a non -wind E - F 176 -372 K - L 27 -20 load case requires uplift connection. See Maximum F - G 176 - 372 (a) Con lateral restraint equally spaced on Reactions. membO web member. Or 1x4 "T" reinforcement. 80% length of Same species & SRB or better, Maximum Bot Chord Forces Per Ply (Ibs) attache grade with 8d Box or Gun (0.113"x2.5",min.)nails Chords Tens.Comp. Chords Tens. Comp. (b) Con �I nuous lateral restraint equally spaced on+ " a B - U 495 -1072 Q - P U- T 488 -1045 P- O 2645 -1319 3930 -1955 membe i Or 2x4 f" reinforcement. 80 /o length of s, T-S 191 O-N 3930 web men ber. Same species &grade or better, � � 47 -� -1955 attache with 16d Box or Gun (0.135"x3.5",min.)nails S - R 191 -96 N - M R Q 2645 M K 3568 -1740 3538 @ 6" o f - -1319 - -1733 Special lLads Maximum Web Forces Per Ply (Ibs) -(Lu ber DucFac. 1.25 / Plate Dur.Fac.=1.25) Webs Tens.Comp.Webs Tens. Comp. TC: Fr' m 56 plf at -1.00 to 56 plf at 7.00� TC: Fr m 28 plf at 7.00 to 28 plf at 32.67 + - , C - U 691 -170 G - P 1610 -780 TC: Fr BC: Fr in 56 plf at 32.67 to 56 plf at 40.67 m 4 plf at -1.00 to 4 plf at 0.00 �. �� Rye' C - T 1225 -2569 P - H D - T 433 -565 H - N 483 -719 367 162 BC: Fr m 20 at 0.00 to 20 at 7.03 +r plf plf plf at 7.03 to 10 plf at 32.64 $014 #y � T - E 2018 -4043 1- N 364 -456 BC: F m 20 plf at 32.64 to 20 Plf at 39.67 E - R 2168 -949 N - J 817 -434 BC: Fr im 4 plf at 39.67 to 4 plf at 40.67 L R-G 1498 -2985 M-J 712 -177 TC: 230 lb Cone. Load at 7.03,32.64 40 01 1. B 38 FP 5B 880 BB 7F 4S 00 99 2E 95 F G - Q 337 31 TC: 1 1 lb Cone. Load at 9.06,11.06,13.06,15.06 �' Mkl4mmf1a3 bean elmcrx�reas,�5jspad au3 �ca{adtry 1Aafx:r3!Aart6ti� 17.06,1 06,20.60,22.60,24.60,26.60,28.60,30.60 PE(si 11c,e47is2fanabaft U€rgaStWl BC: 5,3 lb Conc. Load at 7.03,32.64 as�mnrcaxaswie. BC: 1 7 lb Cone. Load at 9.06,11.06,13.06,15.06 17.06,1 arase3cc ecasct du aranarc sa ?xndssa�a d €ia�=.'ia 8'ax�entaaem9eanwsr4maf�si casacy e9actmr7ir �06,211,611,22*611,24,60,26*611,211,60,30.60 cmyims. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS rrusses uire extreme care in fabricating, handling shipping, of Safety Information, by TPI andSBCA) r safety installing and bracing. Refer to and follow the latest edition of to these functions. Installers shall BCSI (Building temporary ..ompon )racing practices prior performing provide 1§r BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly cixey attache gid ceilmp Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections able. B3, B7 or B10, pMr rr�nzafxnz as applic irawing Apply plates to each face. of truss and position 'y60A-Z for as shown above and on the JoinfDetails, nless noted otherwise. (Refer to F standard plate positions. 41pine, a'I ivision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the :cuss in c !sting tF� nformance with ANSIrI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , s drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability no,, and use' of this for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00056 Ply: 1 SEQN: 668624 / T15 / SPEC 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: D1 Wgt 103.6 Ibs / ... 05/29/2018 'I &4"8 10'8" 14'11"8 21'4" 6'4"8 4'3"B 4'3"8 64"8 III Ili Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 D®4X6 112X4 =3X4 =3XB 1112X4 N D l a3X4(A1) i SEAT PLATE REQ. SEAT PLATE REQ. 21'4" 1, 6'2"12 3'1"4 1'4" 4'5"4 6'2"12 6'2"12 9'4" 10'8. 15'1"4 21'4" Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to 1112 C&C Dist a: 3.00 it Loc. from endwali: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg:. NA Ct: NA CAT: NA PP Deflection in [or, Udefi U# Pf: NA Ce: NA VERT(LL): 0.040 H 999 240 Lu: NA Cs: NA VERT(TL): 0.109 H 999 180 Snow Duration: NA HORZ(LL): 0.017 G - - HORZ(TL): 0.033 G - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.477 TPI Sid: 2014 Max BC CSI: 0.310 Rep Factors Used: Yes Max Web CSI: 0.325 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 869 / 397 / 529 / - / 229 / 8.0 F 805 / 360 / 463 / - / - Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Maximum Top Chord Forces Per Ply (16s) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 D- E 1021 - 947 B - C 1194 -1342 E - F' 1255 -1349 C - D 999 - 946 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1138 - 946 H - G 1144 -949 J - 1 1135 - 946 G - F 1147 - 950 I - H 1135 - 946 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. e e No 11 J-C 224 -21 H-E 515 -439 C - H 505 -428 E - G 225 -41 IWO D - H 587 - 588 mr ISITATE OF 40 01 SA 38 FF 5B 8180 B87F48 00 99 2E 84 FB This Itar ehasb� aledr oka,ayMpod =d=aW by FAm A " rriarita E (n.. Lk.NYU12( an the da4e ahawaabon w0ag a s➢ jk a aath==ftnMdV_ Pa=de s exichFi donxcw+raM rm cwwatdd s4ndd;md sralad =d ttw siwA iastheminii v2de nrntt h+n asy dedmuk c=Im **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building i Safety Information, by TPI an r7 SBCA) r safety practices pnor to performing these functions. installers shall provide temporary r BCSL Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperyy lid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or B10, le. Apply places to each face of truss and position as shown above and on the Join Details, unless noted otherwise_ (2efer to 60A-Z for standard plate positions. a division of of its drawin any failure to build the on this drawing or cover page ie design shown. The suitability any Job N "fnber. 36CS00056 Ply: 1 SEQN: 668625 / T2 / GABL 4EBB 828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss' bet: D1GE Wgt: 134.4lbs .. / ... 05/29/201B 10'8' 214" f t018" �-- 2 8" 1'4- -{ (TYP) I a4X4 I H � G K 12 F L 6 p d' E M N n D C JIN O m2X4(A1) B P a2X4(A1) Ap9j all, Q AE AD AC AB AA Z Y Xm3X4 W V U T S R I 214" - 21'4" Loadii g 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 Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 H 999 240 p* 81 / 37 139 /- / 11 / 256 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.002 AE 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 J - - P Min Brg Width Req = - Des L EXP: C � 37.00 Mean Height: 15.00 ft HORZ(TL): 0.003 J - - Bearing B is a rigid surface. NCBC L: 10.00 Code / Misc Criteria Creep Factor. 2.0 Soffit: TCDL: 4.2 psf 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Load 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Spacin Irraticn: : 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 -24 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 GCpi: 0.18 Plate Type(s): C - D 80 -90 K - L 202 -23 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 D - E 105 -71 E - F 153 -50 L - M M - N 154 -43 105 -64 Lumber I F - G 202 -29 N - O 74 -84 Top ch Botch•°d2x4SP#1 rd 2x4 SP #1 G-H 253 -21 O-P 81 -113 Webs 4 SP #3 H - I 303 -24 P - Q 27 0 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plat s are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Wind 44 B-AE 175 -108 X-W 192-107 Memb design based on both MWFRS and C&C. AE-AD 183 -110 AD -AC 185 -110 W-V V - U 191 -107 189 -106 AC -AB 188 -111 U - T 187 -106 Addlith at Notes ' 1 AB -AA 190 -112 T - S 185 -105v�r See D GS A16015ENC101014 & GBLLETIN1014 for AA- Z 191 -112 S - R 183 -104 gable v rind bracing and other requirements. o 047182 Z - Y 192 -113 R - P 175 -103 Y-X 192 -107 w � e • - Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp_ C -AE 174 -103 W - J 187 - 83 g*� D -AD B8 -65 E-AC 101 -74 V - K U-L 153 -73 100 -73 ,0 G -AA 153 -73 S - N 01 188 -65 91ONAA804 H-Z 187 -83 R-O 174 -103 40 015A.38 FF 5B 81808137F48 00 99 2E 85 FB I - X 0 -162 tkkltnrse5caskseeta oFxcir¢n4s's,p�aladaa�. xaatad by PAarmxl kuar t'E K. uc.0471921 �Yr Ehcc�a3eshilWeabsxaz v^.3ng a SNR•i 2 e�ici5t�i81�9Y£Lzit. s'�tatt5 trttus doccr.�s'ut�rms�mccrss}�aa8:�nn�7 �� r�bsE ary 21e.:"n`ApI �atrient3raSiaesepde MersC t+ca�ifti�i masye@ectrer�k ra„*1ns. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TrussesI Coin 9uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI toF to these functions. Installers 0nt bracingr attachelppid and'SBCA) safety practices prior performing shall provide temporary BCSI. Unless noted o herwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, B7 or 610,nm arretr ranerrts 6r as applible. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to for 1drawing160A-Z Alpine, truss in standard plate positions. division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the nformance with ANSI1 t PI 1, for handling installation bracing trusses.A this drawing listing t or shipping, and of seal on or cover page is drawing indicates acceptance of professions engineering responsibility solely for the design shown.. The suitability 9�awing and us of this for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more ififormation see this job's eneral notes page and these web sites: ALPINE: www.al inefw.com; TPI: www. inst.o • S86A: www.sbclndu .corn' ICC: www.iccsafe.e Job Number: 36CS00056 Ply: 1 SEQN: 668626 / T14 ! SPEC 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH - DRW: Truss Label: C1 Wgt: 50.4 Ibs .. / ... 05/29/2018 SEAT PLATE REQ. 7' 14' i 7' -I' 7• `1 C=5X6 IIIZX4 14' SEAT PLATE REQ. 1, T 7 T 14' 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/defi L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.019 E 999 240 B 593 1272 / 371 ! - / 158 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 D 527 1234 1,304 ! - /- / 8.0 BCDL: 10.00 Risk Category:11 Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean Height: 15.00 ft HORZ(TL): 0.011E - - B Min Big Width Req = 1.5 g Code / Misc Criteria CreepFactor. 2.0 D Min Brg Width Req = 1.5 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & D are a rigid surface. Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.683 Bearings B & D require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0A22 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.119 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 C - D 809 -738 Lumber B - C 777 -739 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens_ Comp. Wind B-E 598 -536 E-D 598 -536 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp_ 4 - C-E 311 -82 7 , STATE 0 ® . � . 0 Wit. 4001SA38,FF5B8lBOB37f4BOO992ESSF8 VA% itemhwat,etaa ele opdd'=6=Ifadby rAam IMartt4e�,' a"£. VL, tit.ir4dd8Zt an Orr d= Mtown ai.7we Wag a WWI acihanr�catesausde: , I fafstadee�a3aza3d�sdo:mtatanatcxrss3i�ad ffi�nndamdscaivd i =6 tAc.5 a auffianttabmcode mast G¢ ae d(bd en wgdectinrk Cetus- !' -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ..am,ponengt Safety Information, byv TPI anr7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporaryY a4ey ,racing er BCSI.. Unless notetl 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 63, 67 or 810, as applicable. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to omjn� VMS; air irawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the Truss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawingg indicates acceptance of rr ) essiona engineerin responsibility solely for the design shown. The suitability and use of this tliawing for any structure Is the responsibility of the ouilding Designer per ANSI1TP1 I Sec.2. Job N mher: 36CS00056 Ply: 1 SEQN: 668627 / T3 / GABL 4EBB (1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss bet: C1GE Wgt:78.4lbs .. / ... 05/29/2018 7' + 14' 7' 7' �-- 1'8" —+- 1'4" -- (TYP) G=-4X4 14' 14' Loads ;g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 L" 84 / 39 / 40 / - / 12 / 168 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 E - - L Min Brg Width Req = - Des L EXP: C HORZ L 0.002 E )t BearingB is a rigid surface. NCBC .00 : 10.00 Mean Height: 15.00 ft Code ! Misc Criteria Creep Factor. 2.0 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.psf Bldg Code: FBC 2017 RES Max�TC CSI: 0-118 Maximum Top Chord Forces Per Ply (Ibs) Load C ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Camp. Spacin 1: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 -26 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 -66 H - 1 157 -48 I° GCpi: 0.18 Plate Type(s): C - D 61 -28 I - J 105 -69 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 D - E 113 -17 J - K 87 -89 Lumb E - F 165 -14 K - L 84 -106 F-G 221 -17 L-M 27 0 Top ch rd 2x4 SP #1 Bot ch Webs ' d 2x4 SP #1 4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp- PlatinS Notes B - V 145 -46 R - Q 164 -49 All plat i s are 2X4 except as noted. V - U 153 -47 Q - P 159 -50 Wind U - T 158 -48 P - O 155 -51 'design T - S 161 -49 O - N 150 -53 Memb based on both MWFRS and C&C. S - R 164 -49 N - L 144 -55 Additic at Notes a# Maximum Gable Forces Per Ply (Ibs) See D GS A16015ENC101014 & GBLLETIN1014 for s e `' gable nd bracing and other requirements. Gables Tens.Comp. P' Gables Tens. Coin p- ,2 C - V 122 - 56 Q - H 205 -83 D-U 115 -75 P-1 159 -72 'oft 04 E - T 159 -72 O - J 115 -75 + STATE OF F - S 205 - 83 G R 13 -89 N - K 122 - 56 0 Ai - 4001SA3EFF5B81B0BB7F4800992£95FB S#kltamAask+crn ak-�natl�3�alad6y lAarmsd rAatthtiar, ?£ (kl. t�. aS74H2! an4Ac da3¢.sftawn oDaata u^.�g a SNR>Z aaatitaait4ca�srA rzsda. zstatad cc3a�czai'afd; dgcs wa—not omnsl =dsi'gna axtds almd I aax6 LF.cs Se9�rk'su3i�emiiraR�sae�arntxat 6az ccifle! my asydcet'rnnk tr�lnz. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 'equ!re extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comport of Safety Information, by TPI andSBCA) r safety practices prior to performing these functions. Installers shall provide temporary crney, bracing er BCSI., Unless noted dtherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properfy attache Sid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insafled per BCSI sections B3, B7 or 910, om rtrntnts,uz as appli 5 e. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to t drawing 'I160A-Z for standard plate positions. Alpine, ;!division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in nformanGe with ANSIrfPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing t s drawingg indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The suitability and us' of this drawing for any structure is the responsibility of the Building Designer per ANSIIrP11 Sec.2. Job Number: 36CS00056 Ply: 1 SEQN: 668628 / T22 / HIP_ 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 2 IFROM:AH DRW. Truss Label: M3 I Wat: 11.2 lbs ... / ... 05/29/2018 12 6 2X4(A1) B A SEAT PLATE REQ. C C T T 2' 1' 2' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 87 169 / 144 / - / 64 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 32 15 / 29 / - ! - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - - C 13 / 28 / 12 1- I - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Cree Factor. 2.0 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.094 D Min Br Width Re g q = Load Duration: 1.25 MWFRS Parallel Dist: h/2 to In TPI Std: 2014 Max BC CSI: 0.023 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 Bearing B requires a seat plate. Loc. from endwall: not in 9.00 It FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. Lumber A-B 13 0 8-C 6 -38 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 40 01 5A38. Ff 55 81 E08B7f4800992E85FB Z. LttemRvztyecnek .wed- and saziedbyrasara lmartinw, (fit, tic.ei3S�len tiro da�aheavnatxr� a;�ng a 53fw' 1 lch�a�sroaxrde wdsrpiaxrafida eflsererQmm nutcr�vim di4padmdsmlad aes6 tFe sit tixa enY�raiica�¢x�9e mx:ai ba vrrifiasi.camydeztma. Wiles. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ,mire extreme rare in fahricatina_ handling_ shinning. installing and bracina. Refer to and follow the latest i Of d riggid ceiling Locations shown for permanent lateral restraint of webs shall nave beraGn insta!!ec per tiG'i sections bo t3 r or til U, icaB e. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. {2efer to omp Is 160A-Z for standard plate positions. a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSI PI 1, or for handlM shipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing, indicates acceptance of pro essionq engineering responsibility solely for the design shown. The suitability re of this drawing for any structure is the responsibility of the uiiding Designer per ANSIITPI 1 Sec.2. Job N mber: 36CS00056 Ply: 1 SEQN: 6611629 / T19 / EJAC 4EBB 1828-Cali "D'/DR Horton MEBB 1828-Cali "D" Qty: 14 FROM: AH DRW: Truss Label: EJ7 Wgt: 23.8 Ibs / ... 05/29/2018 C 12 6 M O_ tp M V' =2M(A1) B A D SEAT PLATE REQ. 1 7' J 7' Loadh Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA B 336 1117 / 259 1- / 173 / 8.0 BOLL: j 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 / 101 /- ! - 11.5 BCDL: , 10.00 Risk Category: fl Snow Duration: NA HORZ(LL): -0.014 D - C 171 / 133 / 91 / - / - / 1.5 Des L EXP: C HORZ L 0.025 D - Wind reactions based on MWFRS 37.00 Mean Height: 15.00 ft �) B Min Br Width Re 1.5 9 q - NCBC Soffit : 10.00 TCDL: 4.2 sf Code / Misc Criteria Creep Factor: 2.0 P BldgCode: FBC 2017 RES Max TC CSI: 0.496 D Min Big Width Req = 2.00 ��?rafion: Load BCDL:5.0 sf - P C Min Brg Width Req = 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.368 Bearing B a rigid surface. Spacin Re Factors Used: Yes Max Web CSI: 0.000 : 24.0 " C&C Dist a: 3.00 ft p Bearing B requires a seat plate. r Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate.Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumb A-B 27 0 B-C 77 -151 Top ch rd 2x4 SP #1 Bot ch ;�d 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. MembE design based on both MWFRS and C&C. B - D 0 0 t 1,9811 t..0 0471, STATE ',. SERIAL* 40 01 5A 38 FF 5B 8180`813 7F 48 00 99.2E 85 FS rhuIt=ltt barn m{edrwa��Nz"fEvsac mid waladbyPds "jM'nL'ez PE (a. uc.Uzi on the d=ahue n abom mbg a SqA l a8.'�iCrititata€BACaIdC, z'riatcdcrailmsaitt drn_; raara natcaxmiu+ssds azs"md znaihd arr!the MiA-z s�¢ant`caascY scantba-veditxd ra.a rd"troNsc c=im `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses Compon equire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI to these functions. Installers temporary bracing attache as appiiaalIable. ng anr7'SBCA) r safety practices prior performing shall provide r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly . id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, arrr an rents nz Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. hefer to t, drawing 8;160A-Z far standard plate positions. Alpine, truss in ('division of ITW BuildinQqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the bnformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover listing t and us page_ _ s drawing indicates acceptance of professional engineertng responsibility solely for the design shown. The suitability of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI1 Sec.2. For nwre i nation see this'ot's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o • SBCA www.sbcindu .mm; IM www.tccsafe.o I It Job Number: 36CS00056 Ply: 1 SEQN: 668630 / T16 / JACK 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 4 FROM: AH DRW: Truss Label: BJ5 Wgt 16.8 Ibs / ... 05/2912018 T / SEAT PLATE REQ. C i O LO r � 04 cM � 5' rd or 5' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W B 263 / 96 / 208 / - / 129 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 / 13 / 70 ! - / - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.007 D - C 119 / 93 162 / - / - 11.5 Des Ld: 37.00 EXP: CHORZ(TL): 0.008 D - - Wind reactions based on MWFRS Code f Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 P sf Bldg Code: FBC 2017 RES Max TC CSI: 0.309 g D Min Br Width Re q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 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 gearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch T C Ch d T C Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 13 4001SASEFFaB81SO807F4800992E95FIB Abair ttara has6eer9 ela jv3�tiad wAadby Marr.M1WrkVas, ';SOL.uC.&dr192( on the gast�s "Cnft&zwda. pmuderylas016.sdraca,amatmraarrttcnnsai=d '� a md=z bit and ttrs s+caia wtk2bmc&c mwttiemtWbd msayciedmrk CMIRS. o s ens, amp. s ens. amp. A-B 27 0 B-C 53 -121) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI anr7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary eX 7¢yl bracing er BCSI. Unless noted oitherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefly attachuripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, ors »nents;,rr as applicable. Apply tllates 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 Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover Page. _ listing this drawingg indicates acceptance of processional engineering responsrbility solely for the design shown. The suitbrirty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job N Umber: 36CS00056 Ply: 1 SEQN: 668631 / T17 / JACK 4EBB p826-Cali "D" [DR Horton /4EBB 1828-Cali "D" Qty: 4 FROM: AH DRW. Truss bet: BJ3 Wgt:12.6lbs .. / ... 05/29/2018 T Loadir g Criteria (psf) Wind Criteria TCLL: I 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: I 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Des Ld 37.00 Mean Height: 15.00 ft NCBCTCDL: L 10.00 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load D' ration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacin : 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top ch rd 2x4 SP #1 Bot ch d 2x4 SP #1 Wind design based on both MWFRS and C&C. SEAT PLATE REQ. C t 3 t T LO M CV 3 Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udell U# Loc R / U / Rw / Rh ! RL / W Pf. NA Ce: NA VERT(LL): NA B 193 176 / 162 1- / 86 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 51 / 6 /41 / - ! - /1.5 Snow Duration: NA HORZ(LL): -0.003 D - - C 64 / 51 / 30 / - / - 11.5 HORZ(TL): 0.003 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.174 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.072 C Min Big Width Req = - Bearing B is a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 40019A38FF51381BOBB7F4800992E95F9 mats learnn I%n£.eery ekdre4kaWM red aradaeakdby rA --1 Martgrsy P.(ri..Lk. r4n22(wthad=shown abomu*gasx&.a s art^satcav sttr9a. Ptbted c.pk%afthk d�A= totcmildmed sigarre3 dscalnd and tA4SKA13 W-Amtkabm rade na t bin xertrad.eat laydectrarsi: wvlvs. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses quire extreme care in fabricating handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Compon n Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary crrrey bracing r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach ! ggid ce!linc! Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, prrr ntrrrtts. to as appii ble. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawing 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 nformance with ANSI PI 1, or for handling shlppinp, installation and bracing of trusseS.A seal on this drawing or cover page_ listing t its drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The suitbility and us ;j of this drawing, for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. 6 Job Number: 36CS00056 Ply: 1 SEQN: 668632 / T18 / JACK 4EBB 1828-Cali "D"MR Horton /4EBB 1828-Cali "D" Qty: 4 FROM: AH DRW: Truss Label: BA I Wgt 11.2 Ibs .. / ... 05/29(2018 12 -CVF) T 6 � C 2X4(A1) B � oLO `-'o A �- D SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C 1i Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 150 / 77 / 145 / - / 42 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 11 110 / 18 / - / - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - C -14 / 28 / 25 / - / - / 1.5 HORZ(TL): 0.000 D - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.015 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. A-B 27 0 B-C 28 -19 STATE. OF 40 01 5A 38 FF 58 8180 613 7F48 00 99 tie 85 FB THAIte hinbc AiItdMAQ*Ys$prcd.Znd=1adfry rA&tA Martins, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 FE(FL. trs.rA?'MZ!ca tha&t¢Sfarwmatam wnga5HA»i auiten�rass�r._ I EV&atndts iaaasri'htsdmu=idwenot mwl adAvwdandscabd anb tfivz.SfiA?ss.9heniita2d cctrle nin[bev ft-d cis Vdcdwnk fiat: "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building ComponentSafety Information, byy TPI an SBCA) r sa shipping, practices prior to performing these functions. Installers shall provide temporary al )I bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, om tt vents ur as applicable. Apply lates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise, itefer to drawings 160A-Z for s�andard plate positions. Alpine, a division of ITW 8uildi,Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page _ , listing this drawing indicates acceptance of proYessiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Far more Information see this ioVs enerat notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www. inst. : SBCA: www.sbdndu .com' IM. www.iccsafe.o Job N 11'mber: 36CS00056 Ply: 1 SEQN: 668634 / T21 / HIP_ 4EBB p828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 2 FROM: AH DRW. Truss bel: CJ7 Wgt:42.01bs / ... 05/29/2018 6'3" 9'10"1 6'3" 3'7" 0 SEAT PLATE REQ. 6'1"4 i _ 3'2" _ i 6"1y3 1 5" 1 6'1"4 1' 3' 9'10 1 Loadir Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: I 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 1 10.00 Risk Category: II EXP: C Des Ld 37.00 Mean Height: 15.00 ft NCBC : 10.00 TCDL: 4.2 psf Soffit: I 2.00 BCDL: 5.0 psf Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacin : 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top ch id 2x4 SP #1 Bot ch d 2x4 SP #1 Webs T4 SP #3 (L Dur.Fac. 1.25 / Plate Dur.Fac.=1.25) TC: F Tuber IIbm 0 plf at -1.41 to 55 plf at 0.00 C: 4 Tm 2 plf at 0.00 to 2 pif at 9.84 BC: Flom 0 plf at -1.41 to 4 plf at 0.00 BC: Fjt!7 m 2 plf at 0.00 to 2 plf at 9.84 TC: lb Conc. Load at 1.41 TC: 8 lb Conc. Load at 4.24 TC: 38 lb Conc. Load at 7.07 BC: !�3 Ib Conc. Load at 1.41 BC: 3 Ib Conc. Load at 4.24 BC: 9 lb Conc. Load at 7.07 Wind Wind Io ds and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Dell/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.015 G 999 240 VERT(TL): 0.041 G 999 180 HORZ(LL): 0.004 F - - HORZ(TL): 0.008 F - Creep Factor: 2.0 Max TC CSI: 0.241 Max BC CSI: 0.326 Max Web CSI: 0.256 Mfg Specified Camber: ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 330 / 208 / - /- /- / 10.6 E 385 / 175 ! - 10 / 0 / 1.5 D 29 /14 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A-B 14 -11 C-D 55 -72 B - C 330 - 650 40 01 SA38 FF 58 Sit BO lily 7F48 00 99.2E 85 FS WC Itemb"bzm elcdrankiap#vwd'mid=ladby SAarradbutt6rrz PE Lk.9drr$2t an 0a daze shawaaabrrQ v ang a SH;M1 Y ar-tltertkaza Prkud<vpinadshk dexcr-rnaa nrtevterstiderada ssrsi mad stake grad t7:e �nRri sa:�reni#caAiara coils rarst i t�a+tf?�d�a aspadactrarik cmpks. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 604 -290 F- E 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ G - C 286 -47 C - F 345 -709 -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "9MPORTANT•` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, by TPI anc7'SBCA) to'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. 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DHInbaQ snit NO s31oN 'M nt[-Imi 1tNb av3a a-19wwlbn.. •qaa laol}uan 30 }ulo plu pV }v oUoOvlp 4.Dauu00 � h!/ Ipl� ![���� BulJoag snonup}uo •pua Jaddn 4)K (uaoys so) ,S4 }malnopJo•anogvaggro}ul al8ulsuaoysy;Bual1oo1;Ja/�lnuo8olpJa};aq JoZq-l_jQgxz b[sly48uallO}o} puayova;v g009Jobaovuqlouo8vlp }Oauuo3•pasnslaovJq BI loua8vlpuayapalgnop aq ICvu 41,8ual lvop.Jan iuol}do aDo.lq louo8vl0 ssnJl alq �1}nogy 1 0 ,4T 10 ,bi 10 ,bT .L ,ET 10 ,Zt 19 ,II ,E .6 .B ,8 .IT 19 19 19 ,L ,4 PJnpuo}S ,0 ,41 10 ,bi ,0 Art 10 ,4i .0 12T ,L ,li ,T ,OT ,8 16 .OI ,L .4 ,L ,6 It,Pn� 001 = }z>f 'Q 0.1nsoax3 •pa5ohu3 nllvl}Jvd '}yulary uvapl ,91 'Paaos Pu1M you 061 IJf] 00'T = }zN 'Q aJnsodx3 'pasolou3 '4.451aH uoaN ,St. •paadS pulM ydW Obl IJ(] 00'T = }z)I 10 aJnsodx3 'pasolnu3 YCllnl}.aod •}451aH uoaN ,ST 'paadS PUIM ydw ObT IJD so=dx3-`_pas-o��u3 `�-U6!aH unaW ,SI `paadS pu!M �IdW 09I 101-L. 33Sd 11'o4-aQ 4_uawaDjoju!aa pn:�S algn9 -- Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ❑r, 120 moh Wind Soeed, 30' Mean Helaht, Partially Enclosed, Exoosure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) 1x4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace IM (1) 2x6 'L' Brace r (2) 2x6 'L' Brace le Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' -N #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' t' i1' 3' Ill 11' 13' 7' 14' 0' U rHF Stud 3' 6' S' 4' 5' 8' 7' 2' 7' 7' 8'8'9'1'11' 2' 11' It' 13' 7' 14' 0' O Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' il' 9' 8' 10' 4' 13' V 14' 0' W #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' —� S P #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10' 13, e' 14' 0' iU D F Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10' 13, 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' It, 9' 7' 12, 2' 13, 0' �-% r #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13, 9' 14' 0' 14' 0' +> _ S P r #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Lf u Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' ill 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O fl P Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' Il' 10' 12' 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' D F L Stud 4' 1' S' 11' 6' 4' 7' 11' 8' S' 10' 0' LO' S' 12' S' 13' 3' 14' 0' 14' 0' Standard 4' 0' S' 3' 5' 7' 7' 0' 7' 6' 9' S' L0' 2' 11' 0' IS' 9' 14' 0' 7 #1 / #2 4' 8' 7' it- 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d r S P r #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 1 14' 0' 14' 0' 14' 0' t J stud 4' S' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O H F I I Stnndnrd 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10' 11' It' 5' 13' 7' 14' 0' 0 14' ' 14' 0' X #1 4' 10' 8' 0' e' 3' 9' 5' 1 9' 9' li' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' Ill 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 1 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' it, 5' 12, 8' 13' 7' 14' 0' 14' 0' able Truss A, Diagonal brace option, T vertical length may be doubled when diagonal I 18'I brace Is used. Connect If L diagonal brace for 690# ..I_ at each end. Ma web I Brace total length Is 14'. I 2x6 DF-L #2 or better diagonal 'r Vertical length shown f brace) single 8. W In table above. j or double cut L 1 45' (as shown) at upper end. ontinuous Hearing Connect dlagonn at mid oint of verticat web. Refer to chart SI111111111 above for max ga'bh r (N, _VARN➢M- READ AND FOLLOW ALL KITES ONTHIS DRAVINGI .■RIPURTANr.w FURNISH THIS DRAVDIG TO ALL CONTRACTORSOVCLUODa; THE INSTAUERS � �1 .i Ivii Trusses require extreme care In,fabricating, handling, shipping, Installing and bracing. Refer to and faltow the latest enBtlon of SCSI (Buad:rg Component Safety tnfornotbn, by TPI and SBCA) for safety practices prior to performing these functions. Ii toliers shall provide tenporary bracing per BCSL Unless noted ot"relse, top chord shall have properly attached structural sheathing and botton chord `���1 No f� (�� f� d II 1L_J1� i ILI_=IU,= � 11�� sHalt hove . properly attached Hind ceiling. Loentlons shorn Par pernanwnt Interol restrdnt of rebs chap have bracing Installed per SCSI sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position a shorn above arnd on the Joint Details, unless noted othe-l... Refer to drarhgs I6GA-Z for standard plate positions, -. = 74 � Alpine, . division of ITV IlUldlrg Caponents Group Ina shall not be esponsble for any d-lation from ATE OF AN fTWOOMPANY this drawing, any falture to Mild the truss In confornance with ANSI/TPI 1, or for hardline shbphv, seal on tills B' _.. _ Pro cover pope iron indicates acceptance of fesng y - - englneerbg responsBMHy solely Pon the des�y� atom The suitobAlty and use of Lids drawing . the &ddlrg Designer ANS[/TPI 1 Sec2. ^ '.v. 13389 Lakelronl Orivo far o,ry s'truChae Is the respor,sOfWty of pM 6 -K+ Earth Cak .0 1, For more Inforn.tlon sae this Job's gererol notes page and these web sites, ALPINE, wre.a(pineltw.con, TPD ww.tpinst,erg, SBCP www.sbclnduatryArgl IM vwwJccsafaarg /�, � 4!fVFl,-.� 4Eft r Bracing Group Species and Grades, Group A, S race -Pine -Fir Hen-Flr #1 / #2 St.ndard #2 Stud Stutl 03 Standard Dou tas Fir -Larch Southern Pinew.w #3 #3 Stud Stud Standard Standard Group B, Hen -Fir #1 6 Btr #1 Dou las Flr-Larch Southern Plne.wx at at #2 #2 ix4 Braces shall be SRB (Stress -Rated Board). "For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these ,odes. Gable Truss Detoll Notes, Wlnd Load deflection criterion Is L/24D. Provide uplift connections for 135 ptf over continuous bearing <5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers With 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) malls. )K For (1) 'L' brace, space nails at 2' o,c. In 18' end zones and 4' o.c. between zones. )K)KFor (2) 'L' braces, space palls at 3' o.c. In 18' end zones and 6' o.c. hetween zones. 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Lennth No Silice Less than 4' 0' 2X4 Greater than 4' it" but 4X4 less than l2' 0' * Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail, REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 MAX. SPACING 24,0' a Gable Detail -- For Let -in Verticals + If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of member length. No 'L' or 'T' brace required In lieu of scab brace Gable vertical Length greater than 48' 'L' or 'T' brace required IT Relnfoi Men* Go Tr Gable vertical length greater than 48' 'L' Dr 'T' brace required _ _ Gable Truss Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. +)Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Exampled ZX4 2X4 *2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallsd 10d Common (0.148'x 3',min) Naps at 4' o,c, plus (4> nalls In the top and bottom chords. Toenalled Nails, 10d Common (0148'x3',min) Toenails at 4' o.a plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Dr - End-nalt To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Exampled ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x8' 7'=11'2' 'T' Relnf. 'T' Mbr. Size Increase 2xa 30 % 2x6 20 Illy\vil AN 1TWCOMPANY 1WLakekMlodve Ea.tCity,M06M TA,dI„� ��� "L� �„� UK MLIXIM Trusses regains extreme can h fabricating, handling, shipping, hstnitlr�y ored brneFhy Refer to and follow the latest *"on of � (BuRdIng Con;mwnt safety Inf«,wtlan, by TPI and SOW for safety es prbr to perfornhg these funttlorm Installers shall provide tempo brad r 1iCSL eMe`s"`noted otherwise. top chord Beall have properly attached structural aL>r°'�i,ing a�Otto„ chord shall have a property attached rip calOhhP Umtlons sham for permanent lateral restraint of webs J or DBID.et as aoaltable. Apply pWtas to each data shall have Mnc�p ion Installed per BLSI swcMans the of truss and position as sham above and on the .b4rt UelaM1s, hirhtess noted otfxrwlse. Refer to d rowhgs 1f,0A-Z for standard plate �proosl+Aons. ANSi/TP1 S�orbfor any devshlpj a thb�drnwhp anynfalre to�b� cthee trussinconformer shalt Installation L bracing of tr„saa�. m6n0• _AJTA swat an thb drowhg or cover pape listing oils drawing, Indicates acceptance of professional 01 ea.ly for tihw shown Tdhr sdltob*!ty and Use of this di0,06 far ashy .trUou"'+PO'�°�'tu t�,e r.spo�wrny n.dIne geoJW-1 pwr AMs -_ 1 Seca For more hfornation sae this Job's general notes page and these web sitesh a, ., tva ...e„a�,. h RRr& .. r.e� . , rrn w.�l���,.oe,. ,,,, 1iU1!(# -,'���='�Tly'6. d ��Oc�'es , '� 4 Nv c3ffiZSs2 °. ". _* - .tc^ �;q tp,: wd�.•., �5'ALEi3f rt ;^"�'•.» i7 : a w°®0. ,,,,tla��„ep��,�hs M MAX. TOT, LD. 60 PSF REF LET —IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR. FAC, ANY a MAX, SPACING 24.0 Hip Frame Details 13 c�yt Hip Frame q 'R' Lthed 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 Structur anels must hip system must be So, Pine lumber, be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To�i"iwlins. ,�. —VARNINGF' READ Alm FMInV ALL NOTES ON TM DRAWING! rrWMTANTrr FURNISH THIS DRAVING TO ALL COJTRACTUM DCLUDDIG THE INSTALLERS• Trusses require ertrene care In fabricating, handDng• shipPL g, InstalUrp and brack g. Refer to and Q. GE� �.,�� % ` 1�`'� V\ �� REF HIP FRAME DATE 10/01/14 foUor the tales! etlltian of SCSI CBuatang Canponent Safety Infornatbn, by TP[ and SBCA) for safety practices prior to performing Shese functlons. IrstaUers sYnll provide seriporwyy hratlng par DCSI. Unless noted otherrise, top chard shall have properly otWched structurnl sheathing and batten chord shall have o properly attached rigid cellhg Locatbns chum for permanent lateral restraint of rebs. SCSI Dh D7 DIg, Apply to each Face NO % 5 DRWG HIPFRI801014 d [LJI shalt have and rsI Installed per sections or as applicable. plates of trvss and ppoosltbn as shorn above and m the Joint Deta0.s, unless noted otherdse. G+� A�� V OF API n W COMPANY Refer to dravings 16CA-Z for standard plate posltlam. Alp4�e, division of ITV Building Components Group Inc, shall not be responsible for any devlatlon from this draring, any &[—u to buad the truss In conPoriwnce vith ANSVTPI 1, or for hnntlUn2, shlppk+g, .� S Q^ fare any sirueture is the resporsibalty aP the Buadk\g Designer per AMI/TPI 1 Sec2 73388 Lakefront Drive Cit y, ry, MO 63045 Far mre lnFornatlon see this Job's general notes page end these reb ALPINFu vvralolneltr.caM TPL efrtokst.ornl SBCAt —sbeIndustryorg, I&C yr Valley Detail" = ASCE 7-10; 160 mph, 30' Mean Height;==En-el-osecl; Exp. C,-Kzt=1;00==�� Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, xx Attach each valley to every supporting truss with, (2) 16d box (0,135' x 3,5') nails toe -nailed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown, Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG. Wave Plates, Unless specified otherwise on engineer's seated design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0,128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with: properly attached, rated sheathing applied prior to valley truss installation, Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley .trusses used in lieu of purlin spacing as specified on Engineer's sealed design, xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. 4X4 12 3X4 12 Max. ,— Valle Spacing 2X4 2X4 X4 Pitched Cut Square Cut Stubbed Valley ❑ptional Hip �--- 8-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail ValleyToe-ya 4� lied /Valley I I I I I I I I I SPa 20-0-0 (++) - -I Supporting trusses at 24' o.c, maximum spacing. U vARUINCia KM ACID FOLLter, WAVOV ALL WITES Ill ,R✓f3 -W0RTA(r.a,Iufl9altSH TK1S DRAWIM Ta ALL CONTRACTORS TIC lsr..,Mpe .�'- , ` J try ' ` ,w TC LL 30 30 40PSF REF ALL DATE 10/O1/2014 Truce. —qdr ewtreme care In fabrkatl g, hondtbg, zhk,ping, keWUng and bratlng. Refer to and iollor the latest edtlon of 8CS1 (BWtNrlp Canpenant 'ofInfornation, by TPI ona sBCA1 for safety e4� 1 El„?+1�, ®°�,,�qC DL 20 15 7PSF praetkes prior to perfornng these funetbnsp t�aUyers shall provide temporaryy wad? par BcsL tlnl s roted othe-l-. top chord shall rave tt—hed etr 1-1 sheathv+p and bottom chord ` '� `r= Fl.0 DL 10 10 10 PSF DRWG VAL160101014 � LJJ� d'L(�� r�J shall lave a properly alta6hed rrlIppld cNUng Locations shown for pernaneM lateral re.trob,t of webs . Wl have braUng tn.tolted per eCS1 eectbrx B3, B7 o BIe, as aPpucabl.. Apply plates to each face of truss and padtbn a. thorn bove and on !ho Jalni Defame, uttese rotad athfrelce. I5 � � p By LL 0 0 0 PSF u� � Refer to tlrawings I60A-Z for standard plate posM-. = - � � 55 AN flWODMPANY AIpInG a M-ion of ITv B„Itmn atien bqC—Pt. G-7 tnc. shalt not be responslbl for any devbtlon from this draw, any f hR . to build the truss In conformance with ANSI/TPI 1, — for handling, shipping, - �_ tiTE Or Tl3T, LD, 60 = 57PSF InsUlUtbn • b—ing of trusses. A seal - this rtrawing a cover page Ustitg this drosing. Mutes oaeptonce of profesdonot angheeriro respans�lUtY solely fw qfe daslgn shorn ,he sWtabllty aM u of draft .,¢� j^' .� G, ;3 C - �✓ i'�". l ' UR.FAC.1.25/1.33 1.15 1,15 MO 3045Ddw EaM Cily, M0 63045 Ea,th City, t CZ for arty is roepmWbAtty of the lA41two DMGIer per Al6UTPt 1 Sec2 strucMl`e tha for more kMornatbn see this Job's general notes ppnnppee and these web CUP ALPINE, wweat melt —one TPL www.toinstaro, SBCM 1-abeUidl,strv.orn, ICG www,kesof-9 / r'l �^' .;� '�� `'�„F� 'h. U>•hA , , , tl.,- .�, SPACING 24,0' - - DWI Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 Psf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5 .0 psf (min% Kzt=1.0, Note- Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or, any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional toads such as cupola, steeple, chimney or drag strut loads. We Refer to Enolneer's sealed truss deslon drawino for oloovback and base truss specifications, Detail A I Purlin Spacing = 24' o.c, or less 12 enas ana az e't- max o,c. spucing in oe cween, Detail B i Purlin Spacing > 24' o.c, 4' 12 Up to 12 V Piggyback cap truss slant nalled to all top chord purlln bracing with (2) 16d box nails (0135'x3.5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box naps (0,128'x3') at 4' o.c. Attach purlln bracing to the flat top chord using a minimum of (2) 16d box malts (0,135'x3.51). 4' Purlin Spacing > </ 24' o.c, max Full Top Chord Scab (Typical Each End> Chord Flnt top chord purlins required at Depth both ends, purlln spacing > 24' or, Notes If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max, and use Detail A. IA}d�fiffll/i -WORTANT" ASH Tars VAvVM M A .NCOM4U4UMSs DMLMMG TTM msTAUXRs .``��y\��v Trusses require exteene care In fabricating, hondit, shipping. Instalgng and bracmg Refer to and t� `- r. Calla, the latest editlon of BCSI (Buldlo Component Safety Infornatl n, by TP[ and SBCA) for -'ety ` t\y` �\VE proetkes prior to perfornalg these functions. Installers eeoll provlds temporary bS%cz par BCSI. U,ft Unlessled otherwise, top Nord shop have properly attached struct, o sheathing and bottom chord 111 l shall have a properly attached igld-111.g. Locatlons shown far pernanent lateral restraint of webs N o I �1� shall have bracing Instatted per BCSI sections B3, 87 or B10, s nppll-bl.. Appoty plates to each face = JJ of trust and position os shown nbovo and on the Joint Detass, unless noted the —Ise. _ Refer to dnwhgs 160A-Z far standard plate positions. Alpine, a tllvlslon of ITv Mdhg Components Grouupp Inc, shall not be responsible for anyy tlevlatlon Fron ? '(i A AN IIYV COMPANY tHs dnnw4 g, any falture to build the truss In confornarce with ANSI/TPI 1, or for ha ng, shipping, T� ©%` Instaltatbn 1. b-cim of trusses. 13111 L.10-1 Drive Ifor any structure Is the resp-2,111ty of the B ding gesagre. per AHslnri 1 see'L Eanh City, MO 63045 for %ore hforhatian sea this Joh'e general notes page and these web sites, ALPM, ►wwalpbteltw.Coni TPI, www,tphst.argi SBCN xwe.61mc4Wustryorgi ICG —.1— Piggyback cap truss slant nalled to all top chord purlln bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box naps (0.128'x3') at 4' o.c, Attach purlln bracing to the Flat top chord using (2) 16d box nails <0.135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the followinggi (1) 3X8 Trulox plate attached with <8) 0,120'xl.375' malts, (4) Into cap TC S (4) Into base truss TC or <1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'xl,375' malls. Note+ Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods) Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trutox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'xi.375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' (min) APA rated sheathing gussets (each face). Attach @ 6' o.c, with <8) bd common (0,313'x2') nails per gusset, (4) In cap bottom chord and (4) in base truss top chord, Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 142, full chord depth scabs (each face). Attach @ 8' o.c. with (6) 10d box nails <0,128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord, Scabs may be staggered 4' o.c, front to back faces. 28PB Wave Piggyback Plate One 28PB wave piggyback plate to each face @ 8' o.c. Attach {eeth to plgg back at time of fabrication, Attach to suppor Ing truss with (4) 0.120'x1,375' malls per face per ply. Piggyback plates may be staggered 41 o,c. front to back faces. 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 a -C- L R- R e i-n- f or c i ri g This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired. Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative, For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2xiSOO T-reinforcement, L-reinforce merit, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, (BYO Center scab on wide face of web. Apply U) scab to each face of web, Member s- u las=t-i-t-=u t i-an -- _ _ T-Reinforcement Or T-Reinf. L-Reinforcetnentl or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. T-Reinf, L-Reinf, Scab Reinforcement) Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length, Scab Relnf. �ANIFI� V�aLL M TM WAVMG JV],y '�•,,� TC LL PSF REF CLR Subst. Y-WMTAM FFt MnS pNCU1111M THE INSMILEM��•\'`vEf•.. TrU...9 requW extras,. care In f.bricnting, handling, shippYg, Instalbng and bracing, Refs, to and 10/01/14 fouoe the Int.st etlMlon of HCSI <Buil.Smo Component Safety Uformation, by TPL and SBCA) for safety practkes prlw to P.rfornln0 those fla.ct1ons. Zo t.11— shall Provide umpornry bracing per BCSL ^ #, /A- % �,11SA TC DL PSF DATE DRWG BRCLBSUB1014 Unless noted other -else, top chard shall have propeHy attached structwat sheathing and button chard have Locotlons For Intercl restraint of Yebs `��`� ��G c_%BC DL PSF v d �O shall Q. Prop.HY attached rigid celUnp. shorn permanent chin) have Ern InitaLLed r BCTI sactlans B3, Bi or H10, ns .[able, P t tes to each fat. of tress and p`as .% shown above and on th. �nnt Details, ._ noted at ... _ 11C LL PSF l�U - R.fer to dm gs 160A-2 for standard plate positions ,old fT1NQOMPANI Alpine, a tpyalan of rry Building Components 6rouv Inc.shall not be responsible far amy devntbn from tins draelnp, any fnRure to bull -the truss In conformance with ANSI/TPI 1, or for hands 9, shipping, +� -4'OT. LD, PSF installation. L trndng f trusses. A seal on this drawing ar cover Pape listing this drnrMD, h4cates acceptance of Professional 'g ty sdelY for the design sho.n. The sWtnblUty orW use of this d—Ing W ec 8 DUR, FACE 13389 Lakelronl Drive far any strucMre ls�the respansbWty of the Du0.dng Designer per ANS1 1 See2 1y SPACING] Earth City. MO 63045 For more Information see this job's genera! notes page and these web sites+ ALPINE. YewAlolneitYionl TPI..Yw.tol.tA w SBCA� Ye,.GbClmdustryoral ICa wwwlecsofe.Ora 9/, /�lAl a, .:hit .�\` 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 2x6 broken members, No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail, (B) = Damaged area, 12' max Length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member length(s) _ (2XL) + (B) Scab member length (S) must be within the broken panel. Nall into 2x4 members usng two (2) rows at 4' o,c„ rows staggered. Nall into 2x6 members using three (3) rows at 4' o,c„ rows staggered, Nail using 10d box or gun nails (0,128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area, Broken chord may not support any tie -In loads. S L L 4' o.c Typical F-- + o + o t o + o o + O + O + o + --1 2' 1"- Stagger = Back Face 10d Box (0,128' x 3', min) Nails, = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Nail S Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 e 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 1 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 30451# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48° 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# )acing Detail ri I �,��� ' V ALL NOTES ON THIS DRAVINGI -eDG,DRTANT- FRA FURNISH TNIS DRAWING-WARKINEPS READ AND TO ALL CONTRACTORS W-WING THE INSTALLERS. Trusses require extreme care to fabricating, handling, shipping, Installing and brac4p Refer to and Glow the Latest edition of SCSI (Building Component Safety Inforeation, by TPI and SBCN for sofety l aches prior to performing these functions Installers shall provide temporary bracing per BCSL rA� s noted otherNse, top chord shall have popely atto�ned structural sheathidoorhovehed rigid ces4ng, LocoSla+s shorn rpernanantlaterolwebs,: brocing Installed per SCSI sections 33, B7 or BID, s oppilcabte. Apply plates to each face truss rd pposition as shorn above antl on the Joint Deto0.5, unnlless notetl a herwlsa.rfer to drnrinps 16BA-Z for stondard plate positions, n7 Alpine, a division of ITV RUiding Conponents Group Inc. shall not be responsibte for any deviation from s ,Is drawing, any folure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, El L Minims" L Distance B L L /r endfneering respon.bEty solely for the de -hewn, Thu-IAUUMy and use of test teowind i �' for any-trucb+ Is the responsEWty of Building Designer per ANSI/TPI 1 See2 �f// 0.� eta° Earth Ciry. MO 63045 pLpgRE �,�°"afo4 oily Con,anTPiBerwiio>rn�i o-rdi secti notes www.GNC�euct�y.o 8o1CGwn-r ctc ofaard /���/f� A tt�i+•t���tt SPACING 24�0' M REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0. OC MAX. LENGTH T0. TRIM FILLER EXISTING FILLER -1 SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, LOCATE VERTICALS AT 4'-0' O.C. MAX„ OR SEE NEXT OPTION, IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH), APPLY REQUIRED BRACING (SEE BELOW), OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD -_- --- LOADING-AND-ANY=TRUSS WEB CONFIGURATION FOR-24'_O.C,_MAX._. _ — - SPACING AND-10PSF -MAX, CEILING LOAD„ -WITH =THE-EXCEP-TIONS-- — hinTcn ❑N THIS SHEET T USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME <N❑T PARTITION :RI❑R BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME, S LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, BER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'), 3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4• MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF .EACH JOINT - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH <3) 10d BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN, VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS <0.113x2.5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED, - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE J❑INT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY), —VARNM" READ AND FOUnW ALL NOTES n[ T= DRAVD0 —WM'r M FUM= T= DRAVIM M ALL CONTRACT13RS RIMMM THE DTSTALLERS Trusses require eztrene care In fabrlca*V, hmdlIng, shipping, InstalUno and bracln . Refer to and follow the [¢test 1of BCS[ (Bolding Component Safety, [.for, 111 6y TP[ 1 SBCW for so practices prtrr to perfornMp these functions. [nstnfters shalt provide tenparary bradraf per BCSL .46 no t¢d .ttwrWse, top chord shall he— property attached structurol fh¢n ng on botton chd Ashall have n properly .ttatdud rl1ppki calling. Lace tbre sho.n For permanent later.( restraint of tabi Q LI"^1g shad have iodating Instased per above sections the Joint or RID, , applbsbno Apply pl.tes to eaU fact 1���'1 of truss and ppooi 16C ec farm andar and on tin. ls.Detats, uNess noted otnarWse. Refer to droshgs l60A-Z for standard plate positions. AN RWCOMpAW Alpine, a OvW.n of [TV Buld Components Grouupp Inc shall not be responsible far any devbtion fr tuts d—ig, mry falure to but the truss In conFornancr Wth ANS[/TP[ L or For hand[IM shIppig, Installation t. bracing of trusses. A seal on this drawing or cover Pape tisthp this drawing, indicates acceptance of professional respons�iD{y sale( far the design sham. The sUtobNty odd use of #is d'o.kV 1336g Lakefront Odve form rtxWre la t1n resypoea4tfty of tM ILgdNg D¢slgner per ANS[/[Pl l Sec2. 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SPAN TYPICAL END JACK (EJ) N.T.S. tz (4) 16d NAIL vARtes See Connection Detail i ? \ OPTIONAL WEB CONFIGURATION 3 � aria Ti \ (4) 16d NAILS i See Connection Detail 1 11-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) N.T.S. TYPICAL CORNED' SET INSTALLATION ? TILE: SHINGLES: TOP LIVE LOAD! 1 20 20 TOP DEAD LOAD! 15 7 BOTTOM DEAD !AD: 10 10 TOTAL: 1 45 37 STRESS}'INC. 1.25 1.25 WIND DESIGN: MI X. 160 MPH PER ASCE 7-10 MM. 24' O.C. I **WARNING" Read & Follow all notes on this drawing. Furnish this drawing to all Pontractors including the installers. EJ wo End Jack EJ iv eveled Jack (BJ) G, _ m LU (BJ) .. Lr c m o CONNECTION DETAIL aD (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM c��GJ 2x4 SYP Nailer 16" Long Got�L e'—o" IANT. Top & Bottom use 16d ,pG Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. OPTIONAL WEB CONFIGURATION a tz VARIES (4) 16d NAILS �-,Se. Connection Detail 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. ®,y�aaBaAtFafFea�s GI- ART�iL NS* mac'�s b No m MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 STATE OF . <U \ O R � � ,e�C?ev" fffAlAAI�