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HomeMy WebLinkAboutTRUSSeY. 1 RANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FI 34736 omponents, uc one: (352)429-9429 ` (352)429-0304 ' Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS021 Printed: Fri, Sep 29 2017 -Job Intormation: Address: EOR Name and License Number., ;UstomerName: Creekside Lot 21 )R Horton 3047 Woodswalk Dr lescriptlon: City, State, Zip: UB 2807-Elle "D" OL OW16 Fort Pierce, FL Loading n ormabv,f. Rao! Loads: TC Live., TC Dead: BC Live: BC Dead: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 5 Bldg. Code: Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 48 Total 48 # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A2 5 AS 6 A6 9 B1 10 B2 13 412 14 41-1 17 V2 18 C1 21 4MV1 22 4MV2 25 BJ5 26 BJ3 29 413,11 30 4CJ3 33 FT2 34 FT3 37 FT6 38 FT7 41 171710 42 FT11 45 FG2 46 FTG1 # DESCRIPTION SEQNO 3 A3 7 A7 11 63 15 4L3 19 C2 23 EJ7 27 BJ1 31 CJ7 35 FT4 39 FT8 43 FT12 47 FT02 Manuel # DESCRIPTION SEQNO 4 A4 8 A7A 12 B3A 16 V1 20 C1A 24 EVA 28 4EJ3 32 Fri 36 FT5 40 FT9 44 FG1 48 FTG3 Digitally signed by Manuel Martinez DN: c=US, o=ldenTrust ACES Business Representative, ou=M AND E AS50CIATES P.A., cn=Manuel Martinez, 0.9.2342.19200300.100.1.1=A01098000 00014B4CF8FE960000211F Date: 201-7.0 .2910:08:42-04'00' Adobe Acrobat DC version: 2015.006,30352 40 01 5A 38 FF 56 89.BO $B 7F4 8 CO 99 2E 85 FB 7�h itatrsha tern akeir�s3ca�j;ie4nad � yealnd 6y bianet hW rttnez, �&fFL. Uc.r4liszl on the dam_ sW:ent aYxt�avVstiR SriA•1 i1c'PtiEtiGtatfaa+.f�.16 nbod'DPW oftN.edaats^=aa >-ttxtddcamd �zndsealed snd tlso-:='�iav�,enGs:tiazcode rnuf'aa tttfif.?�Jan�cydcctrank ,(� ._yjj C Page 1 of 1 Job Number: 136DCS021 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Truss Label: Al B 7'10" 14'4'8 Ply: 1 SEQN_ 744932I T131 HIPS Qty: 2 FROM. GM DRW: Wgt:218lbs / ... 09/29/17 19' 20'8" 25'3"8 31'10" 39'8" i 4'78 1-8°�' 4'7"a 6'6°s r1o" S5X8Z!5X6 E F G t3X4 -5X6 H (a) o hw!!!4X6(A2) J N M L K 3X44 3X8 �5X6 1=4 �1 T 7713 + 6 43 +I 19' 1 20'6 4 25'8? + 31 1"1 °3 + 39'8 3 �1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA I Ce: NA VERT(LL): 0.172 O 999 240 B 1640 1779 / 933 / - / 431 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.376 O 999 180 1 1641 / 779 / 933 / - / - / 5.5 Risk Category: II t BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.073 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP_ C I HORZ(TL): 0.161 K - - B Min Brg Width Req = 1.9 NCBCLL: 10.00 Mean Height: 23.00 ft Code / Mis I Criteria Creep Factor. 1.6 1 Min Brg Width Req = 1.9 TCDL: 4.2 psf Bearings B & I are a rigid surface. Soffit 2.00 BCDL: 5.0 psf Bldg Code: FLLBC 2014 RES Max TC CSI: 0.629 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.555 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.821 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 itFT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s)j A - B 27 0 F - G 1311 -1925 Wind Duration: 1.60 WAVE I VIEW Ver: 15.01.01.0402.19 B - C 1671 -2941 G - H 1462 -2402 Lumber C - D 1463 -2402 H - I 1672 -2942 Value Set: 13B (Effective 6/112013) D - E 1315 -1932 I - J 27 0 E-F 1231 -1671 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2550 -1312 M - L 2056 - 971 �i$f P-O 2548-1312 L-K 2549 -1330 Bracing O - N 2057 -939 K -1 2552 -1330 (a) Continuous lateral restraint equally spaced on N - M 1665 -673 member. Or 1 x4 "T" reinforcement. 80% length of s� , web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min ..)nails Maximum Web Forces Per Ply (Ibs) @ 6" oc. + Webs Tens.Comp. Webs Tens. Coin .041.10 ' w Y 00 P-C 289 -20 M-F 661 -466 (s) s (1) ScabC-O 435 -562 M-G 518 -708 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach O - D 477 -237 G - L 472 -232 scab to face of chord with: Nails @ B" cc, plus D - N 625 -717 L - H 437 -564 additional nail clusters at: BRG.: (0), heel: (0), 1st 4 "SATE E - N 65B -425 H - K 289 -22 panel point: (0). E - M 267 -247 Loading 4r Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide j clearance.#, Wind �Erai:�.`.• ' 40 01 5A 38 FF 56 81 B0 BB 7F48 0Q99 2E 85 FB Member design based on both MWFRS and C&C. uul�� r f ���� � �d,o�x J.41jyrr atnarttn�r PE iFt. iis. picnig1 cn thac,ita rchoa n tib3m using asKr3 l aistlfethtira3:sJs z�.ire. I . E3�te3 cep�c�sid3s eioc,ncilcctn�cran8's�`^nr¢3 and ssalnd axad ttse, 2 ihenYsa70 C-1 kmwAfci-nn asydcUwnk "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheT ' 'd ceiling Locafions shown for permanent lateral restraint of webs shalllhave bracingg installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. t'2efer to drawings 160A-Z for standard plate positions. Alpine, a division of tTW Buildin�LComponents Group Inc. shall not be responsible fqr any deviation from this drawing,any failure to build the truss in conformance with ANSIf fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Fnr more Int rmatinn —a thic inh's nanaml nntx nane and these web sites: ALPINE: www alnineitw.com: TPI: www.toinstom: SBCA: www.sbcindustmCom: ICC: www.iasafe.org 12 6 P 1112X4 D T Job Number: 136DCS021 41 Ply: 1 SEQN: 744936 ! T12 / HIPS 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 2 FROM: GM [DRW:Truss Label: A2 Wgt 238.0 Ibs . / ... 09/29/17 T10" 142"12 17' 22'8° 25'5"4 31'10" 39'8" f 7'10" 6'4"13 2'9°4 5'8" �2'9"4 6'4"13 h T10" :5X6 zz5X6 E F 1112X4 =5X14 =3X4 =5X14 1112X4 F1' T8"13 6'3"3 510" 5'10" 6'3°3 7'8"13 1� T8"13 14' 19'10" 25'8" 31'11"3 39W Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.174 G 999 240 B 1674 / 781 / 940 / - / 390 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA' Cs: NA VERT(TL): 0.374 G 999 180 1 1674 1781 / 940 / - /- / 5.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.075 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean Height: 22.50 ft HORZ(TL): 0.161 K - - B Min Brg Width Req = 2.0 NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.633 Bearings B & I are a rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.558 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.853 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 1644 -2417 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1712 -3013 • G - H 1500 -2468 Lumber C - D 15W -2467 H -1 1712 -3014 Value Set: 13B (Effective 6/1/2013) D-E 1644 -2415 I-J 27 0E - F 1334 -1937 Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens. Comp. Lumber value set "138" uses design values approved 1/30/2013 by ALSC B - O 2616 -1356 M - L 1896 -853 is)1114 $11 O - N 2613 -1356 L - K 2614 -1388 Loading�� N - M 1896 - 827 K - 1 2617 -1388 Truss passed check for 20 psf additional bottom, chord liliveload in areas with 42"-high x 24"-wide 4% " c Vill+ Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind a No 1 02 m O-C 291 -20 M-F 284 -198 Member design based on both MWFRS and C&C. .,� C - N 440 -570 F - L 747 -555 D - N 303 - 243 L - G 303 - 243 ..+ N - E 745 - 555 L - H 441 - 569 STATE OF d E-M 285 -198 H-K 291 22 40 01 5A 38 FF 55 81 ts0 8B 7F48 00 99 2E85 FB 41s1t Item hss beenv0 s"lad by LUwtl Mwanw, PE (FL. Itc. 047.19ZI on Neetale shown, al. sm v-%g a SW61 "entkt=i eadr»` Pentad eopksoftfds domrmwwt ma not omrdidesddemi and malod aasd 0,0 SFAl asdhentkaaSoncode "�t be MfLd onamydectmnic CnIes. **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply places to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlgComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the t ss in conformance with ANSI PI 1, or for handling' shipping, installation and bracing of trusses.A seal on this drrawing or cover page. . listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more Information see this'oUs general notes paqe and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; [CC: www.iccsafe.org Job Number: 136DCS021 Ply: 1 SEQN: 744940 / T11 / HIPS 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elle "U' OL OW1 Qty: 2 FROM: GM DRW: Truss Label: A3 Wgt 224.0 Ibs / .. 09/29/17 T10" 15' 19'10" 24'8" '10" 39W T10" 7'2" 4'10" 4'10" 7'312" 7"10" o5X8 1112X4 o5X8 D E F 12 6 p c p 5X6 i` =4X6(A2) B A n5X6 60 m fo H=411I6(A2) P OI N M L K J 112X4 =3X 6 =3X4 =3X8 =3X4=3X6 1112X4 T8"12 6'3"4 j' 4'10" 4'10° 1' 6'3"4 T8"12 1� TN" 2 14' 1�5 19'10" 24'8" 25' " 31'11"4 39W Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) De01CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL % W TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL}: 0.172 E 999 240 B 1640 / 783 1941 / - / 349 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.377 E 999 180 H 1641 1783 1941 / - /- 15.5 BCDL: 10.00 Risk Category: It Snow Duration. NA HORZ(LL): 0.074 J - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.163 J - - B Min Big Width Req = 1.9 Mean Height: 22.00 ft H Min B NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 rg Width Req = 1.9 s rigid Soffit: 2.00 BCDL: 5.0 psF Bldg Code: FBC 2014 RES Max TC CSI: 0.606 Bearings B & H are a surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007�Max BC CSI: 0.594 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.355 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)/l (0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Types}:� A - B 27 0 E - F 1479 -2125 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1743 -2949 F - G 14B9 -2345 Lumber C - D 1489 -2344 G - H 1742 -2950 Value Set 13B (Effective 6/1/2013) D - E 1479 -2125 H - 1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "'I 3B" uses design values B - P 2560 -1394 M - L 2012 -996 approved 1/30/2013 by ALSC P - O 2557 -1394 L - K 2557 -146 O-N 2557 -1394 K-J 2557 -1426 Bracing $,�� N- M 2 -964 J- H 2560 -14 6 (a) Continuous lateral restraint equally spaced on +@p� v�tie� member. Or 1x4 -1- reinforcement. 80% length of web member. Same species & SRB grade or better, �' p Maximum Web Forces Per Ply (lbs) attached with 8d Box or Gun (0.113"x2.5",min.)nails„ e �.sM Webs Tens.Comp. Webs Tens. Comp. @ 6" oc. N 047182 P - C 307 -18 M - F 264 -184 w C - N 490 - 622 F - L 486 - 244 Tray Scab(s) we ne, D - N 485 -244 L - G 490 -622 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach a Ift D - M 65 -185 G - J 307 -20 scab to face of chord with: Nails @ 8" oc, plus •" Ir Z E - M 194 - 222 additional nail clusters at: BRG.: (0), heel: (0), 1st ffi panel point: (0). Loading c0%x Truss passed check for 20 sf additional bottom chord lie load in areas with 42"-high x 24"-wide s clearance. "J"It! � t, Wind S'EMAL A 40 01 5A 38 FF 5B 81 BO 6B 7F48 00 99 2€ 85 FB Member design based on both MWFRS and C&C. r� tteamraseccaot�ctrd � Ipz n"a aaluafadtryr� a, dMantnc RE.(R, tic.C471821 W the dit¢,shcWS a takis a SHA>1 i�Eietilita;X�r&Cid. I . Ea�ecdc icxo#tf dn•. -.. �xrm flat C=a&=d ad salad and tfse 2as3hentsa�erc icrn�.t bt—cifaed eas ac° dectrank <wins.. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '*IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE'INSTALLERS [russes reduire extreme care in fabricatingg handlin shippinginstalling and bracing Refer to and follow the latest edition of BCSI (Building .omponeng Safety Information, by Iananc7'SBCA) tot safety practices, prior to performing these functions. Installers shall provide temporary tracing per BCSI. Unless noted herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ittached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, is applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. {2efer to Irawings 160A-Z for standard plate positions. alpine, a division of ITW Building Components Group Inc. shall not be responsible for I ny deviation from this drawing,any failure to build the russ in conformance with ANSIrfPI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page isting this drawing indicates acceptance of protessiona� 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 ANSlrrPI 1 Sec.2. r Job Number: 136DCS021 Ply: 1 SEQN: 744944 / T10 / HIPS 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 2 FROM: GM DRW: Truss Label: A4 Wgt: 215.6 Ibs / ... 09/29/17 7'10"9 13' 19'10" 26'8" 31'9"7 39'8" 7'10"9 5'1"7 6'10" 6'10" 5'1"7 7'10"9 I M 0 ro I = 05X8 1112X4 =5X8 D E F l6X4 =3X4=3X6 =3X8 =3X6=3X4 I112X4 T8"13 113 1' &' iO" 510" 53"3 T8"13 1� 7'B"13 13' 14 19'10" 25'8" 1296 31'11"3 39'8" 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: 21.50 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: tilt to h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf. NA Ce: NA VERT(LL): 0.191 E 999 240 Lu: NA Cs: NA VERT(TL): 0.414 E 999 180 Snow Duration: NA HORZ(LL): 0.075 J - - HORZ(TL): 0.164 J - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.651 TPI Std: 2007 Max BC CSI: 0.554 Rep Factors Used: Yes Max Web CSI: 0.479 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.01.0402.19 WAVE ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1660 1785 / 937 / - 1307 / 5.5 H 1661 / 785 /937 / - / - / 5.5 Wind reactions based on MWFRS B Min Brg Width Req = 2.0 H Min Brg Width Req = 2.0 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 27 0 . E - F 1670 - 2509 B - C 1759 - 2972 F - G 1596 - 2526 C - D 1596 - 2525 G - H 1758 - 2973 D- E 1670 -2509 H- 1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2577 -1406 M - L 2195 -1114 P - O 2575 -1405 L - K 2195 -1114 O - N 2195 -1082 K - J 2575 -1437 N - M 2195 -1082 J - H 2578 -1437 s' $e WIP Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. s " 4710 � P - C 258 -20 M - F 434 -290 * `ll C - O 406 -477 F - K 492 -252 • D - O 491 - 252 K - G 405 - 478 D - M 435 -290 G - J 258 -22 STATE OF E - M 356 - 4W dy ® R V � { 40 015A 38 FF 50 81 BO BB 7F48 00 99 2E85 FB 7fik ltamt<stsbacn ekdr«s�-s}/signcd aa9 ualad 6y t�7aaraazt MartL^es PE (l:L. Lk.64rS82.1 on the daw Ittown abons Le"a a SK&d a CnC;catdaACode. ms'adcoptaserrJh�. doca= A mi not =W&tod ugnad=d:xalad =d tFsn sH A,,,authant'estion code mmt baw4fid on anycdadtaW. rnylm.. —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCS] (Building Safety Information, byy TPI and SBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted ojherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, 'le. Appty plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (refer to 60A-Z for standard plate positrons. a division of its drawing any failure to build the on this drawing or cover pa e to design shown. The suitability land use of this drawing for any structure Is the responsibility of the i3unaing Designer per ANSI/ rPl 1 Sec.2. I For more infonnatlon see this lob's general notes page and these web sites: ALPINE: wtwv.alp[neitw.com; TPI: www.tpinst.org: SBCA: www,sbcindustrv.com; IM www.iccsafe.org Y Job Number: 136DCS021 I Ply: 1 I SEQN: 744948 / T8 / HIPS 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 2 FROM: GM DRW: Truss Label: A5 I Wgt 212.8 Ibs .. / ... 09/29/17 7'10"8 11' 17'1" 21' 22'B" 2 28'8" 31'9'8 39'8" i 7'10"8 + 3'1"8 { 6'1" 3'11" �1'8"1 5'11"4 3'1"B 7'10"8 05X8 =3X4 =3X6 III2X4 =6X6 D E F G H 12 T T 6 p g3X40 I�3X4 0 4X6(A2) B A I Co J=4X6(A2) K 1 1. 33 S R P O N M L It2X4 m3X4 m3X6 m3X4 m3X8 m3X6 t-3X4 12X4 1' I 3'8' 3' 89'"81"23 1' 77'8"11 1698 2ZB"12 282 2'4 3 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc. Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt.. NA I Ce: NA VERT(L4 0.187 G 999 240 B 1561 / 787 / 927 / - / 266 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.431 G 999 180 J 1561 1787 / 927 / - /- / 5.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.158 L - - B Min Big Width Req = 1.8 Mean Height: 21.00 ft Code / Misc Criteria CreepFactor. 1.5 J Min Brg Width Req = 1.8 NCBCLL: 2. 00 TCDL: 4.2 psf Bearings B & J are a rigid surface. Soffit: 2.00 Bldg Cade: BC 2014 RES Max TC CSI: 0.615 9 9 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0,512 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.548 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s) A - B 27 0 F - G 1857 -2613 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01.0402.19 B - C 1779 -2757 G - H 1857 -2613 Lumber C - D 1708 -2432 H -1 1708 -2432 Value Set: 13B (Effective 611/2013) D - E 1849 -2600 I - J 1779 -2757 E- F 1857-2613 J- K 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - S 2384 -1422 O - N 2125 -1226 q)�1 S - R 2381 -14M N - M 2125 -1226 Wind R-Q 2125-1195 M-L 2382 -1453 Member design based on both MWFRS and C&C. $ Q - P 2125 -1195 L - J 2384 -1453 R.rrr . % */ P - O 2617 -1518 :,'r'rs Maximum Web Forces Per Ply (Ibs) 047102 se Webs Tens.Comp. Webs Tens. Comp. rir ,*e ., •. aao S - C 231 - 24 O - G 298 - 330 C - R 361 -407 O - H 668 -456 o D-R 395 -284 H-M 398 -285 ®, , D - P 657 -447 M -1 361 -408 1 i Ai P - E 303 - 334 I - L 229 - 26 4 N ' SERIAL#: 40 015A 38 FF 5B 9180 BB 7F48 00 49 2E 85 FB This itemhm becnmnd=fad by fAa lMarttnes. E£ (K. Lk.=31121 an the Jaw shown abom Wng a VF l Auftne"mu mde. zY.rtad ct tieraixfx�i doecsar Ad ADZ s &rad saner.+=d saand suxE tis�.Sfi9e3 affi.ndmfiok mde nwk ba verlfl dmaayslettror _ sspias.. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible fl r any deviation from this drawin any failure to build the truss in conformance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility net Building Designer per ANSI/TPI 1 Sec.2. T, Job Number: 136DCS021 I Ply: 1 SEQN: 7449521 T7 ! HIPS 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 2 FROM: GM DRW: Truss Label: A6 Wgt 204.4 Ibs / ... 09/29/17 2_ 339' 1'5'4 74765"" 9724"04 54 4'8" �I =4XE 133 =5X8 =3X4 =3X6 112X4 =_5X8 n E F G H II � llllum���. 4X6(A2) K i 3X4 m3X6 m X4 a X10 m X6 m3X4 2'1"8 774 1 2'3"4 5' 9' 11 9' 14' 16'1" 234"12 25'8" 30'8" 398" 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: 20.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP 93 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member_ Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at right end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Sid: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE DeFl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.244 G 999 240 B 1561 / 810 / 911 1- / 225 15.5 VERT(TL): 0.562 G 840 180 J 1561 / 810 1911 / - / - 15.5 HORZ(LL): 0.075 L - - Wind reactions based on MWFRS HORZ(TL): 0.173 L - B Min Brg Width Req = 1.8 Creep Factor. 1.5 J Min Big Width Req = 1.8 Max TC CSi: 0.628 Bearings B & J are a rigid surface. Max BC CSI: 0.671 Max Web CSI: 0.916 Maximum Top Chord Forces Per Ply (Ibs) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ A-B 27 0 F-G 2179 -3171 VIEW Ver: 15.01.01.0402.19 B - C 1877 -2828 G - H 2179 -3172 C - D 1749 - 2610 H - I 1748 - 2610 D - E 2166 -3152 I - J 1877 -28N E-F 2179 -3171 J -K 27 0 No 047162 g 1 '% STATE Of :t-0 R Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - Q 2474 -1548 N - M 2297 -1356 Q - P 2298 -1325 M - L 2297 -1356 P - O 2298 -1325 L - J 2475 -1580 O - N 3177 -1895 .k '?tom. Maximum Web Forces Per Ply (Ibs) ow Webs Tens.Comp. Webs Tens. Comp. 7�f C - Q 253 -199 G - N 350 -400 D - Q 364 -118 N - H 1031 - 684 D-O 1013 -669 H-L 367 -119 O - E 353 - 405 L - I 254 - 201 J^•-. E - N 93 -89 SERIAL #; 40 015A38 FF 5B 81 BO BB 7F48 00 99 2E 85 FB ThIs Item hm Decocletst j ned arsd: lad by Man.lMartlw, PE fZ Lic. vaitgzl on the data'shown aban trig a SETA-i atthentImNaszsde. pnoted cconvJtfds do:c ent arc not cnu9mmd stgncg! and%wied and the SuA 9 z0henbcation code nut be seMtd cn any decttork curies. -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byy TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted a herwise,top chord shall have properly attached structural sheathinqS] and bottom chord shall have a pro pperly oid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp lnsiailed per BCSI sections B3, B7 or 610, e. Appiy plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of lrl 1,ortor n acceptance any structure failure to build the g or cover pa e in. The sui bility Job Number: 136DCS021 I Ply: 2 SEQN: 744961 / T22 / HIPS 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: GM DRW: Truss Label: A7 I Wgt: 193.2 Ibs .. / ... 09/29/17 T 13'7°10 19,10' 21' 26'0"6 328" 3918" 7' 67"10 6'2"6 1'2 5'0"6 6'7"10 7' 12 i3DX4 IIE 4 F3X6 m33X4 m5iX8 T 6� T =4X6(A ) B I �4 X6(A2) i Z 33 Q P� Om_ N M L_� K 112X4 m4i6 m3X8 mH0308 1112X4 1' 7'1"12 6'2"6 �9.�,4 5'10° 5'10" % 4 6'2"6 T1"12 1' F 7'1"12 + 13'4'2 �1if' 19'10" F 25'8° f6l 32'6"4 r 39'8" Loading 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 Ioc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.406 E 999 240 B 3139 / 1572 /- / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(fL): 0.948 E 498 180 ) 3139 / 1572 / - / - ! - 16.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.096 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.223 K - - B Min Big Width Req = 1.9 Mean Height: 20.00 ft NCBCLL: 0.00 Code / Mi c Criteria Creep Factor. 1.5 t Min Brg Width Req = 1.9 TCDL: 4.psf s rigid Soffit: 2-00 BCDL: 5.0 psf Bldg Code:l FBC 2014 RES Max TC CSI: 0.891 Bearings B & I are a surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 20107 Max BC CSI: 0.767 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: No Max Web CSI: 0.618 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type( }: A - B 13 -11 F - G 2289 -4641 Wind Duration: 1.60 WAVE, HS VIEW Ver: 15.01,01.0402.19 B - C 1547 -3104 G - H 2O54 -4164 Lumber C - D 2054 -4164 H - I 1547 - 3104 Value Set: 13B (Effective 6/1/2013) D - E 2289 -4641 I - J 13 -11E - F 2289 -4641 Top chord 2x4 SP #1 Sot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - Q 2736 -1352 N - M 4217 -2092 Nailnote,�8 )� Q - P 2749 -1354 M - L 4217 -2092 �w y MA P - O 4217-2092 L - K 2748 -1354 Nail Schedule:0.128"x3°, min. nails e O - N 4217-2092 K - I 2736 -1352 Top Chord: 1 Row @12.001, o.c.x� � Bot Chord: 1 Row @12.00" o.c., " Webs : 1 Row @ 4" o.c.i++-�;r` Maximum Web Forces Per Ply (Ibs) Use equal spacing between rows and stagger nails ' *+ 1 O . Webs Tens.Comp. Webs Tens. Comp. in each row to avoids splitting. "1°' 11 P 9- ap .Z C - Q 308 -49 N - G 489 -228 Loadin a C - P 1621 -801 G - L 461 -648 g * P - D 461 - 648 L - H 1621 - 801 #1 hip supports 7-0-0 jacks with no webs. D - N 489 -228 K - H 308 -49 Left side jacks have 7-0-0 setback with 0-M cant TATE OF $_ E - N 299 -348 and 1-0-0 overhang. End jacks have 7-0-0 setback ' ti" " with 0-0-0 cant and 1-0-0 overhang. Right side jacks 4*' have 7-0-0 setback with 0-0-0 cant and 1-0-0�� overhang. Wind off'1411, tilt Wind loads and reactions based on MWFRS- $Eik(.'i 40 01 5A 38 FF 58 81 H0 8B 7F48 00 99 2E 95 FB ThUltemlrssbemelectr I fnlcatjsipad and saalad b1i)Aaaa lMwtin=, PE(FL. ltc. Cdr3H21 ttsi LA# date shawa abe ma u-.fag a SHAA at.th epC ca !seas cede_ x�udc�tasnfttasdin ^^+W.not coruid ad dandsalad and tka SR.A>: x.cthwtsca ccdan", besedfedmmydadtaisb 0=las. 7 **WARNING" READ AND FOLLOW ALL NOTES ON; THIS DRAWINGI "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS [cusses require extreme care in fabricating, handlin shipping, installing and bracing. -Refer to and follow the latest edition of BCSI (Building ,omponent Safety Information, by TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary (racing per BCSI. Unless noted dtherwise,top chord shall have properly attaches( structural sheathing and bottom chord shall have a properly ittached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, is applicable. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. j2efer to irawings 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 russ in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ isting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability rnd use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS021 Ply: 2 SEQN: 744965 / T14 / HIPS 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 City: 1 FROM: GM DRW: Truss Label: A7A Wgt: 193.2 Ibs 1 ... 09/29/17 13710 12'066 328" 39W06°6"10 7'7T 710 692 T 0 o 1 = =3X4 It2X4=3X6 =3X4 ;--5X8 12 C_ rw D E F G H 6 = T 4X6(A2) 8 �4X6(A2) A _ it 112X4 m4X6 is X8 =H 308 1112X4 1' 7 1"125'10° _ 5'10° 4 6'2"6 7'1"12 1' 71"12 + 13'4°2 1d' 19'10" 25'8° "14 32'A 39'8" Loading Criteria (pso Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 20.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL:5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chard 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3', min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-M setback with 0-M cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: No FT/RT:20(0)/l0(0) Plate Type(s): WAVE, HS Ell Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 3139 / 1572 / - I- 1- / 5.5 VERT(LL): 0.406 E 999 240 VERT(TL): 0.948 E 498 180 1 3139 / 1572 /- /- /- 15.5 HORZ(LL): 0.096 K - - Wind reactions based on MWFRS HORZ(TL): 0.223 K - - B Min Brg Width Req = 1.9 Creep Factor. 1.5 1 Min Brg Width Req = 1.9 Max TC CSI: 0.891 Bearings B & I are a rigid surface. Max BC CSI: 0.767 Max Web CSI: 0.618 Maximum Top Chord Forces Per Ply (Ibs) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. A - B 13 -11 F - G B - C 1547 -3104 G � H C - D 2054 -4164 H -1 2289 - 4641 2O54 -4164 1547 -3104 VIEW Ver: 15.01.01.0402.19 D - E 2289 - 4641 I - J 13 -11 E - F 2289 -4641 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - Q 2736 -1352 N - M 4217 - 2092 Q - P 2749 -1354 M - L 4217 - 2092 P - O 4217 - 2092 L - K 2748 -1354 O - N 4217 -2092 K - 1 2736 -1352 ► oop- Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - Q 308 -49 N - G 489 -228 C-P 1621 -801 G-L 461 -648 P - D 461 - 648 L - H 1621 - 801 D - N 489 - 228 K - H 308 - 49 E - N 299 - 348 40 015A 38 FF 5B 81 BO BB 7F 48 00 99 2E 85 FB :hh itemhasbecn ck-aro 1.&pWed'mid sealed 6y W ct Martins, F£ In, tic. myimt on the dace shown abaw trios a SK%.l a thartkutcmzo a. ?s'ztcd ccprn ortfi� do£t 'd are not ccmt xed mpg end sealed ad Ihe.E"A l aiRhcndo=ncod e east twvrAf3d on mydodtonk c&o M —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building 4t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly 1id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, le. AoDty Dlates to each face of truss and position as shown above and on the Join I Details, unless noted otherwise. (Zefer to of any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rPi 1 Sec.2. T Job Number: 136DCS021 I Ply: 1 SEQN: 717824 / T2 / GABL 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL DWI Qty: 1 FROM: AH DRW. Truss Label: B1 I Wgt: 130.2 Ibs / ... 09/29/17 10'4"I 298" 10'4" 10'4" Z4" -+ 1W -1 (TYP) l N-.4X4 H J G K 12 F L 6 E IM n p I aaD:t�PW2.X4(Al) C O 8'2X4(A1) A O AE AD AC A8 AA Z YX�3X4W V U T S R 1 20'8" 1. I 20'8" 1,'1 20 8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflfCSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA 6t: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): -0.001 J 999 240 p* 81 137 139 / - / 11 1248 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 J 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duratilon: NA HORZ(LL): 0.003 M - - B Min Brg Width Req = - Des Ld: 37.00 I HORZ(TL): 0.003 M - - Bearing B is a rigid surface. Mean Height: 15.00 ft NCBCLL: 10.00 Code / MisclCriteria Creep Factor. 1.5 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.031 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CS 1: 0.087 A - B 27 0 1-1 292 -21 Loc. from endwall: Any FT/RT:20(0)/0(0) Mfg Specified Camber: B - C 82 -91 J - K 241 -18 GCpi: 0.18 Plate Type(s). C - D 78 -35 K - L 190 -24 a Wind Duration: 1.60 WAVE VIEW Ver. 15.01.01.0402.20 ID - E 94 -24 L - M 142 -45 Lumber E - F 142 -22 M - N 94 -66 Value Set: 13B (Effective 6/1l2013) F - G 190 -20 N - O 52 - 86 G-H 241 -18 O-P 6 -111 Top chord 2x4 SP 91 H -1 292 -21 P - Q 27 0 Bot chord 2x4 SP Al Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. B-AE 172 -104 X-W 190 0 Plating Notes #4 i AE-AD 180 -105 W - V 188 0 #g All plates are 2X4 except as noted. ` AD -AC 183 -106 V - U 187 0 AC -AB 185 -107 U - T 185 0 Wind �.n�. AB -AA 187 -107 T - S 183 0 Member design based on both MWFRS and C&C. *�' AA- Z 189 -108 S - R 180 0 �0 04'7 � Z-Y 190 -108 R-P 172 0 Additional Notes w Y - X 190 0 See DWGS A16015ENCID1014 & GBLLETIN1014 for gable wind bracing and other requirements. : ,° Maximum Gable Forces Per Ply (Ibs) J_ Gables Tens.Comp. Gables Tens. Comp. _. C-AE 155 -87 W-J 188 -83 ,P �* DAD 94 -69 V-K 153 -73 E-AC 100 -74 U-L 100 -73 F -AB 100 -73 T - M 100 -74 �$� G-AA 153 -73 S-N 94 -69 f H - Z 188 - 83 R - O 155 - 87 40015A38FF5881BOBB7F4800982E85FI3 1-X D -154 Thu itainhm bean elc�3%pad-zM salad by Ua�_-1 Mannar, ?E(FL, us. r<4sa921 an the d6c shawe ah mWngaSHA-1 suiii ast�a tava ca�a i'rbtmd COPUTe.9t}�a dac I arm nzrtcrees3eermd*n_d� tfv 1s d arre tine SIWI u,thmbrn e fama~t be wifi d rnammvdectimek ca�iox.. "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and'SBCA) fo'r safety practices prior to pertorming these functions. Installers shall provide temposrryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly allached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI secfions B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise_ {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinctQComponents Group Inc. shall not be responsible fl r any deviation from this drawing,any failure to build the truss in conformance with ANSI1TPi 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. i Job Number: 136DCS021 Ply: 1 SEQN: 717825 / T1 / COMN 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 2 FROM: AH DRW: Truss Label: B2 Wgt 98.0 Ibs .. / ... 09129/17 6'4"8 10'4" 14'3"8 6'4"8 + 3'11"8 + 3'11"8 D=4X4 1112X4 =3X4 =3XB 1112X4 20'8" 6'4"8 6'2"12 2'1'8" 4'1"4 6'2"12 1' 6'2"12 B'8" 5"4 10'4" 14'S"4 20'8" 1 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: It 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 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/3012013 by ALSC 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 loc Udefi U# Pt NA Ce: NA VERT(LL): -0.051 1 999 240 Lu: NA Cs: NA VERT(TL): 0.085 1 999 180 Snow Duration: NA HORZ(LL): -0.019 H - - HORZ(TL): 0.037 H - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.437 TPI Std: 2007 Max BC CSI: 0.299 Rep Factors Used: Yes Max Web CSI: 0.295 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 842 /384 /515 /- /237 /8.0 F 842 / 364 1515 / - / - / 8.0 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 (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 D- E 970 - 908 I B - C 1147 -1283 E - F 1148 -1283 C- D 970 - 908 F- G 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1086 - 837 I - H 1083 - 853 I K - J 1083 - 837 H - F 1086 - 853 J-1 1083 -837 XPW Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ r K-C 221 -23 1-E 493 -415 No 047in- C-1 493 -415 E-H 221 -23 a D - 1 681 - 569 r STATE OF 004 ID NA L- 4001SA38FF5081BOBB7F4800992E95FB Mit ltemta59ax clectdm js cd aM » W by rAmesci marthcca, n (FL. Lk.047,1E21 on thedaw shawm aban irng a 5HAi =thenttatkxsrbde— mted copfi mcrthis docm=d ma riot cauddmed sgn=lmd =led and the r..h'IA2 acthcntkatameode ow be vm iA on WclactmrAz Dios. "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, bV TPI andSBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a properly id 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 JoinTDetails, unless noted otherwise. . (tefer to 60A-Z for standard plate positions_ a division of -i N 1 1; or for It acceptance any structure its drawing,any failure to build the on this drawing or cover pa e_ to design shown. The suitability t Job Number: 136DCS021 I Ply: 1 SEQN: 688602 / T3 / COMN 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elle "D" OL 0W1 Qty: 2 FROM: AH DRW: Truss Label: B3 I Wgt: 95.2 Ibs / ... 09/29/17 6'4"8 I 10'4" 1438 298" 6'4"8 3'11"8 3'11"8 64"8 D=4X4 12 ;3X4 E �3X4 6 co � io =-3X4(A1) B F=3X4(A1) A i J 1 H G 1112X4 =-3X4 —=3X8 1112X4 1, 6'2"12 2'5"4 118" 4'1"4 62"12 612"12 I B'8" 10'4" 14'5"4 20'8" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pi in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf- NA I Ce: NA VERT(LL): 0.037 H 999 240 B 844 / 385 / 515 / - / 223 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA s: NA VERT(TL): 0.085 H 999 180 F 780 / 348 / 448 1- / - 18.0 BCDL: 10.00 Risk Category:11 Snow Du lion: NA HORZ(LL): 0.016 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C 1 HORZ(TL): 0.037 G - B Min Big Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 It Code / Misc Criteria Creep Factor. 1.5 F Min Br Width Re 9 q = 1.5 Soffit: 2.00 TCDL: psf Bldg Code:l FBC 2014 RES Max TC CSI: 0.474 Bearings B & F are a rigid surface. 9 g Load Duration: 1.25 BCDL: 5-0 sf 5-0 p MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.303 Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.313 Loc. from endwall: Any FT/RT:20(0y/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per PI Ibs y ( ) GCpi: 0.18 Plate Type(): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE I VIEW Ver: 16.02.01 D.0314.13 A-B 27 0 D-E 997 -912 Lumber B - C 1151 -1287 E - F 1212 -1295 Value Set: 13B (Effective 61112013) C - D 974 - 911 Top chord 2x4x4 SP #1Bot chord #1 Maximum Bot Chord Forces Per Ply (Ibs) We Webs 2x4 SP #3 SP 3 Chords Tens.Comp. Chords Tens. p• Comp - Lumber value set "l3B" uses design values B - J 1089 - 908 H - G 1095 -910 approved 1/30/2013 by ALSC J -1 1086 -908 G - F • 1098 -911 laj ..*'t I-H low -908 Wind Member design based on both MWFRS and C&C. y,r Maximum Web Forces Per Ply (Ibs) $� *i Webs Tens.Comp. Webs Tens. Comp. ° •� J-C 221 -23 H-E 5D5 -426 No 04 a C - H 495 -415 E - G 223 44 ° . D - H 586 - 602 w rs STATE OF 40 015A 38 FF 55 8160 BB 7F49 00 99 2E 85 FB Tiatltetniws bettyekct�xasic s�incd zdvsaled @y ma=tl martLtu. F£(a.. tic."73ffi.1 on file data shown Wi mans a sHL•i a;Ihandcalknmda. Pcfitted co9fnafdL- dorfaavatata not canddraad 4.dared coaled and tF,ass-:a aaviitanCatirst coda mwt be arrifi~d mas*gdectwnk alas. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s re uire extreme care in fabricaflng handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building nen� Safety Information, bVy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy per BCSI.. Unless noted otherwise,top chord shall have properly attached structureI sheathing and bottom chord shall have a propperly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, cable. Apply pales to each face of truss and position as shown above bnd on the Join Details, unless noted otherwise. (Refer to Is 160A-Z for standard plate positions. a division of ITW 8uildingComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSUfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability :e of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS021 Ply: 1 SEQN: 688508 / T34 / COMN 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: JAH DRW. Truss Label: B3A Wgt: 95.2 Ibs .. / ... 09/29/17 6'4'8 6'4"8 10'4" 14'3"8 3'11"8 + 3'11"8 D--4X4 1112X4 =3X4 !E23X8 1112X4 20'8" 6'4"8 20'4' - t1 [-I, + 6'2"12 y 2'5"4 + 1'8' F 4'1"4 'T F 612 J 6-2°12 -7- 8.8" 10'4° 14'5°4 20'8° Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: 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: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C Right cantilever is exposed to wind Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi L/# Pf: NA Ce: NA VERT(LL): 0.036 H 999 240 Lu: NA Cs: NA VERT(TL): 0.084 H 999 180 Snow Duration: NA HORZ(LL): 0.016 G - - HORZ(TL): 0.036 G - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.267 TPI Sid: 2007 Max BC CSI: 0.297 Rep Factors Used: Yes Max Web CSI: 0.216 Ff/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 fo z � STATE OF 0.0 40 01.5A 38 FF 5B 8180 88 7F 48 00 99 2E 85 FB aims item has basso ekzOad wd a iad6y maumlhtartbmca. FE (FL, tit. C471m.1 on 00 daft shown abaft trIng a Siff autri ertltat�t co.Ya. Frtamdc tm3 sttchis do:ccztrAWO not catntd=dslgotd andz aWd and thu.SNA,1 urthwticatica code mut bevzdfizd os owdedronA a.pim. 1 I ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 837 / 382 1512 / - / 223 / 8.0 F 787 1350 / 451 / - /- / 4.0 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A- B 27 0 D- E 592 - 896 B - C 684 -1271 E - F 698 -1249 C - D 579 - 897 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1075 -528 H - G 1049 -512 J - 1 1072 -528 G - F 1052 - 512 1- H 1072 -528 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - C 220 -13 H - E 287 - 384 C-H 302 -413 E-G 207 -12 D - H 567 - 359 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '*IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bVV TPI anr7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, le. AppTy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to 60A-Z for standard plate positions_ a division of failure to build the g or cover page _ in. The suitability Job Number: 136DCS021 I Ply: 1 SEQN: 688974 ! T20 /HIPS 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: JAH DRW: Truss Label: 4L2 I Wgt 39.2 Ibs .. / ... 09/29/17 12 T 4 p ITN O N=2X4(A1)13 fi 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., 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 it 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 Value Set- 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. 10'4" 5'3"8 n �=2X4(A1) N E F 1112X4 10, - �I 10'4" 1, �{ I 10'4" Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL I W Pf: NA Ce: NA VERT(LL): -0.027 F 999 240 B 445 / 279 / 420 / - / 80 14.0 Lu: NA iCs: NA VERT(TL): -0.030 F 999 180 D 445 1238 1260 /- /- 14.0 Snow Duration: NA HORZ(LL): -0.008 F - - Wind reactions based on MWFRS HORZ(TL): 0.009 F - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 D Min Brg Width Req = 1.5 Bldg Code_I FBC 2014 RES Max TC CSI: 0.398 Bearings B & D are a rigid surface. TPI Std: 2007 Max BC CSI: 0.235 Rep Factors Used: Yes Max Web CSI: 0.089 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0}/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type($): A - B 19 0 C - D 1201 -658 WAVE I VIEW Ver: 17.01.01A.0723.13 B - C 1230 -658 D - E 19 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 592 -1025 F - D 592 -1025 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 300 - 273 No 0471 OF rSTATE 40 01 SA 38 FF Thu Item Atasbvmetc . PE (n. Uc. "1122tan aadtiant;ct Liens each. efr'ertad aq,�a�l1}us c and t1a.5:i:41 as ftv modes. **WARNING** READ AND FOLLOW ALL NOTES —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRA a division of ivi i,ortor n acceptance any structure as SEMAL Aar 81 BO BB 7F48 00 99, 2E95 F8 k.w stnad zo sealed Fry Ma .Zl mzrttaca. late Shawn abase ulna a 514A�l not ecessidmd dgnad arsd sealed rat be azdfiad m my,dactcanY_ THIS DRAWING! RS INCLUDING THE INSTALLERS cing. , Refer to and follow the latest edition of BCSI (Building rformmg these functions. Installers shall provide temporary I structural sheathing and bottom chord shall have a properly call have bracing installed per BCSI sections 83, B7 or 10, and on the Join f Details, unless noted otherwise. (2efer to for any deviation from this drawing,any failure to build the bracing of trusses.A seal on this drawing or cover page_ _ sponsibility, solely_farthe design shown. The suitability Job Number: 136DGS021 Ply: 1 SEQN: 688972 / T31 / COMN 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: JAH DRW. Truss Label: 41-1 Wgt 39.2 Ibs .. / ... 09/29/17 n 12 fi f ---1' }--- 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 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. 57 57 C=4X6 mcn 5-2" + 5-2" 1, 57 10t4" Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.026 F 999 240 B 445 1279 / 421 / - / 81 / 4.0 Lu: NA Cs: NA VERT(TL): -0.029 F 999 180 D 445 / 238 / 252 / - /- 14.0 Snow Duration: NA HORZ(LL): -0.008 F - - Wind reactions based on MWFRS HORZ(TL): 0.009 F - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 D Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.391 Bearings B & D are a rigid surface. TPI Std: 2007 Max BC CSI: 0.235 Rep Factors Used: Yes Max Web CSI: 0.089 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s): A - B 19 0 C - D 117B -658 WAVE VIEW Ver: 17.01.01A.0723.13 B - C 1208 -65B D - E 19 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 592 -1000 F - D 592 -1000 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. _A4 ., , I a a Yoj, C - F 300 - 273 No 047102 o � STATE 0,� " •� at � ar a tu 40 01 5A 38 FF 56 8180 BB 7F48 00 99 2E 85 FB :his itamRaataeaas ck�sS�ned are9:salad b'1 raacuas9 tAarttnea, PE(FL. i%.0471921 on the dada shown aix a trjos a SHA 1 authandmi"aascode. iibted ccp n.d is dw=; Aasnot ccnsiee d sfgncdnnd ma!ed and the MiA,2suthentkaton code resat he xeakfed oa =y decttank =ios. ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQgComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, . listing this drawing, indicates acceptance of protessiona 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 ANSIfTPI 1 Sec.2. For more infonnatlon see lhis'ob's general notes page and these web sites: ALPINE: www.al (neihv,cam: TPI: www.tpinst.org; SBCA: www.sbcindu .com: [CC: www.lecsafe.org Job Number: 136DCS021 I Ply: 1 SEQN: 688982'1 T32 / HIPS 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: JAH DRW. Truss Label: 41_3 I Wgt 49.0 Ibs / ... 09/29/17 3' 3' 12 4 I p C co=2X4(A1)B s A/ H 1112X4 Ii 7,4" I 10'4" 4'4" 3' 10, =4X4 D T E=2X4(A1) F G =3X4 3'1"12 3'10"12 3'3"8 1' } 1' 3'1"12 I 778 104" Loading Criteria (pso 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 1 U / Rw / Rh / RL / W B 568 1278 / - / - / - 14.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.026 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.058 G 999 180 E 568 1278 / - 1- / - / 4.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.008 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C Mean Height: 15.00 it I HORZ(TL): 0.01 B G - - B Min Brg Width Req = 1.5 E Min B Width Re = 1.5 NCBCLL: 0.00 TCDL: 4.0 psf Code ! Misc Criteria Creep Factor. 1.5 r9 q Bearings B & E are a rigid surface. 9 g Soffit: 2.00 BCDL: 5.0 psf Bldg Coder FBC 2014 RES Max TC CSI: 0241 Load Duration: 1.25 " MWFRS Parallel Dist: 0 to h/2 TPI Std: 20107 Factors Used: No Max BC CSI: 0.260 Max Web CSI: 0.059 Maximum Top Chord Forces Per Ply (ibs) Spacing: 24.0 C&C Dist a: 3.00 itRep Chords Tens.Comp. Chords Tens. Comp_ Loc. from endwall: NA FT/RT:20(0�/10(0} Mfg Specified Camber: GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading #1 hip supports 3-0-0 jacks with no webs. Left side jacks have 3-0-0 setback with 0-2-0 cant and 1-0-0 overhang. End jacks have 3-0-0 setback with 0-2-0 cant and 1-0-0 overhang. Right side jacks have 3-0-0 setback with 0-2-0 cant and 1-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. Plate 1 WAVE 40 015A 38 FF This Item hr bcentk PE(FL. LW.947182(an z�hmnrScatiar, rxeta. er9atadc�tnsurthiti aaad ttse..:?.ArI suthan Sias. -WARNING** READ AND FOLLOW ALL NOTES "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRA a division of ,i F'i 1,Ortorn acceptance any structure as A 19 -14 D-E 510 -1120 VIEW Ver:17.01.01A.0723.13 B-C 509-1127 E-F 19 -14 C - D 468 -1088 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1052 -470 G - E 1046 -471 H - G 1073 - 469 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 151 0 G-D 156 0 C-G 15 0 No 0471132 Z r, aj STATE OF • 8160 BB 7F48 00 99 2E 85 FB dca*ps ad mr3s lad by tAasvia9 tkari6cas; daw StWW n abou wing S S4 4.1 not ccndderad*nddm dmind nmt be vedfktd m arrdactmrk THIS DRAWING! RS INCLUDING THE INSTALLERS c!ng. Refer to and follow the latest edition of BCSI (Building rforming these functions. Installers shall provide temporary structural sheathing and bottom chord shall have a properly iali have bracing insTalled per BCSI sections B3, B7 or 10, ind on the Join Details, unless noted otherwise. kefer to e for any deviation from this drawin any failure to build the bracing of trusses.A seal on this drawing or cover page sponsibility solely for the design shown. The suitability ling Designer per ANSIRPI 1 Sec.2. Job Number: 136DCS021 Ply: 1 SEQN: 744926 / T23 / VAL 4EJB 2B07-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elle "D" OL OW1 Qty: 1 FROM: GM DRW: Truss Label: V1 Wgt: 29.4 Ibs / ... 09/29/17 4'2" 8'4" 4,2„ 4'2" 12 B=4X4 T 6� =3X4(DC1) A3X4(D1) fV 1.�Li E D 1112X4 6,4" J 4'2" 4'2" 4,2" 8'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W E* 73 / 37 / 34 / - 18 1100.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.016 D 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.019 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.007 D - - E Min Brg Width Req = - Des Ld: EXP: C HORZ TL 0.008 D - - ( ) Bearing E is a rigid surface. Code / Misc Criteria .00 NCBCLL: 10.00 Mean Height: 19.77 ft TCDL: 4.2 psf Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSi: 0.166 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.140 Chords Tens.Comp. Chords Tens. Comp. A - B 221 -212 B - C 221 -212 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.122 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A - D 269 -163 D - C 269 -163 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs Tens.Comp. Webs 2x4 SP #3 Lumber value set "138" uses design values B - D 411 -336 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. $ �i►� �� Additional Notes See DWG VAL160101014 for valley details. �4 p o 0471 �aa a . swss .► ` �$1� SERIAL. #: 40 01 5A 38 FF 55 81 B0 BB 7F48 00 99 2E 85 FB This item'tua bmen e1edr&1ka&js4ned aM Zeaiad by mA ..4 marttaes, . (.. tie.047%921 nsriAs daSa shown abeam u3,ig a SHT«i aftmuca.tkx —le. zsmtmd capims of atria dom==mm not tsa aidcasd skm¢ i and soled and dz 2aLaentimti a denwk tm mertffexd maaydectm k cawas.. **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, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, Joint'Details, kefer to as applicable. Apply plates to each face of truss and position as shown above and on the unless noted otherwise. drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the bracing trusses.A this drawing or cover truss in conformance with ANSIII PI 1, or for handlinq� shipping, installation and of seal on page_ , listing this drawing indicates of engineering responsibility solely for the design shown. The suitbility acceptance professional and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPi 1 Sec.2. Far more information see this'ob's Qeneral notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www, inst.o ; SBCA: www.sbcindu .com; [CC: www.iccsafe.o Job Number: 136DCS021 Ply: 1 SEQN: 7449281 T21 / VAL 4EJB 2807-Elie "D" OL OW16 [DR Horton /4EJB 2807-Elie "D" I L OW1 Qty: 1 FROM: GM DRW. Truss Label: V2 I Wgt: 16.8 Ibs / ... 09/29/17 f 1'11"8 3-11" 1'11"8 12 6 B= 3X4 3X4(D1)7m3X4(D1) A C I� 3'11" 3'11" I 3-11" Loading Criteria (psg Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflfCS1 Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foc Udefl U# LOG R / U / Rw / Rh / RL / W D• 70 / 29 131 / - 16 / 47.0 TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): -0.006 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.007 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duna ion: NA HORZ(LL): 0.002 - - D Min Brg Width Req = - Des Ld: 37.00 EXP: C Mean Height: 20.32 ft j HORZ(TL): -0.003 - Bearing D is a rigid surface. Code / Criteria NCBCLL: 10.00 TCDL: 4.2 psf Misc Creep Factor. 1.5 Soffit 2.00 BCDL: 5.0 psf Bldg Code: * 2014 RES Max TC CSI: 0.062 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.26 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.069 Chords Tens.Comp. Chords Tens. Comp. A - B 202 -162 B - C 202 -162 Spacing: 24.0 " C&C Dist a: 3.00 It Rep FactorslUsed: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 itFT/RT:20(0)/p(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE I VIEW Ver: 15.01.01.0402.19 Chords Tens.Comp. Lumber I A-C 158 -160 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes a See DWG VAL160101014 for valley details. �i 40 01 5A 38 FF MU ltern tasb=n ek PR(tt. M. k" M21 an 3U1tertSra&A=d-_ and tha'ERA,! atxlhent b mzlm "WARNING— READ AND FOLLOW ALL NOTES ON —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTC a division of TPI 1; or for h acceptance any structure as, 004782 mY a s iTE_101 BO BB 7F 49 00 99 2E 85 FB itslgaad and=afad by Ma .l Wwkbw, shar'" A&M tr.3nga VA4 not ayAdasd s3gna� dxslad INCLUDING THE INSTALLERS 3..Referto and follow the latest edition of BCSI (Building mmg these functions. Installers shall provide temporary uctural sheathing and bottom chord shall have a properly nave bracing installed per BCSI sections 83, B7 or 10, on the Join Details, unless noted otherwise. (tefer to r any deviation from this drawin any failure to build the :ing of trusses.A seal on this drawing or cover page msibility solely_for the design shown. The suitability Job Number: 136DCS021 Ply: 1 SEQN: 622764 / T47 / SPEC I 4EJB 2807-Elie "D" OL OW16 [DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 5 FROM: AH DRW: Truss Label: C1 Wgt 25.2 Ibs / ... 09/29/17 N 3'`E 5 --- AYAC 5'8"8 1' 5'8"8 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: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 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 foe Udell U# Pf: NA Ce: NA VERT(LL): -0.023 E 999 240 Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 Snow Duration: NA HORZ(LL): -0.009 E - - HORZ(TL): 0.012 E - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.374 TPI Std: 2007 Max BC CSI: 0.209 Rep Factors Used: Yes Max Web CSI: 0.321 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.01B.0614.20 WAVE �»No 047182. W STATE OF ' 4 � �$A� y ,. t t_,��� 4001SA38FF5081BOBB7F48CO992E85FB rtzit It¢m'isasBmsEaackrsrtesicaS/s3 cd arduatad by rAa&M Marttney F£ (a. Lk."72@2t on the date Shawn abova Wes a SHA 1 a L'dfentuatl(Amde. Fm'cd cepiasafthis d-j-tr*xrmnot cauiduad op.Aand salad and "IhMt ca43on code met ba wedPied M aW ClUt W& cmyia3.. C T 7"4 i b V EO CV ♦ Maximum Reactions (Ibs) Lee R /U /Rw /Rh /RL /W B 293 /126 /217 /- /101 /8.0 D 215 1114 1138 /- /- /1.7 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = 1.7 Bearings B & D are a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 50 -130 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-E 89 -176 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ D - E 102 - 36 C - D 1338 - 641 ""WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety, Information,, by. TPI and.'SBCA) fo'r,safety practices,prior to performing these functions. Installers shall provide tempos" id ceiling. Locations shown fof permanent lateral restraint bf webs shall have bracingg installed per BGSI sections B3, B7 or B10; e. ADogv Dlates to each face of truss and Dosition as shown above and on the JoinFDetails, unless noted otherwise, f2efer to a division of TPI 1; or for h acceptance any structure his drawing any failure to build the on this drawing or cover page. ie design shown. The suitability Job Number: 136DGS021 I Ply: 1 SEQN: 622766 / T30 / GABL 4EJB 2807-Elie "D" OL OW16/DR Horton /4EJB 2807-EIIe "D" OL OW1 Qty: 1 FROM: DJH DRW: Truss Label: C2 I Wgt 28.0 Ibs / ... 09/29/17 I3' 4'4" 5'10"4 1 2 1 3' 1'4" 1'6"4 2X4(A1 A/ Loading Criteria (psi) 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 Des Ld: 37.00 EXP: C Mean Height: 15.00 It 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 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP Al Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 12 4 p E C D T I ,o io N t` 1" F H G 6' -i 3' 1'4" 16"4 3' 4'4" 5'10"4 Snow Cr' 'ter la (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.002 H 999 240 B. 85 / 40 / 61 /- / 17 172.0 Lu: NA Cs: NA VERT(TL): 0.003 H 999 180 Wind reactions based on MWFRS Snow Du on: NA HORZ(LL): -0.002 E - - B Min Big Width Req = - HORZ(TL):-0.003 E - - Bearing B is a rigid surface. Code 1 Misc Criteria Creep Factor. 1.5 Bldg Code 17 FBC 2014 RES Max TC CSI: 0.163 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2407 Max BC'CSI: 0.057 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.072 A - B 19 0 C - D 6 -114 FT/RT:20( )/10(0) Mfg Specified Camber: B - C 14 -178 D - E 12 -40 Plate Type s): WAVE VIEW Ver: 16.01.018.0614.20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. I B - H 276 -25 G - F 289 -27 H - G 285 -26 f r STATE, F Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp_ C-H 223 -115 E-F 112 -41 D - G 242 - 79 40 015A39 FF 58 8180 B8 7F48 00 99,2E 95 FB Eels hernhasbeen alecLasmlfsisned mail=led bu ma cl Maramer, M (K. W.FS71821 on 60 dattshaw¢ atom vIng a 59A4 asdheatxatkas rcd¢. nbtad cc:phm ftkdccc 't ara not ccmndered sfewd and tealed and dw SNA-1 autheniUcncode mast be vedfi�d en mydectrank cavlm "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re uire extreme care in fabricatinq handlin shi ping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building nen� Safety Information, byy TPI and'SBCA) for sa�ety practices prior to performing these functions. Installers shall provide temporarryy per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro el tl rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 icable. Apply plates to each face of truss and position as shown aboveland on the Join f Details, unless noted otherwise. kefer to )s 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSUI PI 1, or for handling shipping, installation andlbracing of trusses.A seal on this drawing or cover page_ this drawing indicates acceptance of professlonat engineering responsibility solely for the design shown. The suitability se of this �awtng for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS021 Ply: 1 SEQN: 688503 / T24 / MONO 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 4 FROM: DJH DRW: Truss Label: CIA Wgt 22.4 Ibs / ... 09/29/17 1112X4� 12 4 p LO T r M •— LV � = 2X4(A1) B N 335 A E 1112X6 D 4'4" 1'8" 1, I- -I 6' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U I Rw / Rh / RL / W B 253 / 111 / 180 / - / 101 / 8.0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA E 173 /56 1137 /- /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.006 D - D 105 / 73 146- Des Ld: 37.00 EXP: C HORZ L 0.011 D - - ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor. 1.5 B Min Brg Width Req = 1.5 E Min Brg Width Req = 1.5 Soffit 2.00 BCDL: 5.0 sf p Bldg Code: FBC 2014 RES Max TC CSI: 0.295 D Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.182 Bearings B & E are rigid surface_ Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes p Max Web CSI: 0.191 i Bearings B & E require a seat plate. Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 Chords Tens.Comp. Chords Tens. Camp. Lumber A- B 19 0 B- C 30 -71 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Webs 2x4 SP #3 Lumber value set "138" uses design values B - D 24 -34 approved 1/30/2013 by ALSO Maximum Web Forces Per Ply (Ibs) Wind Webs Tens.Comp. Member design based on both MWFRS and C&C. ' N' �.ar.saa*are + C-D 209 -132 Right end vertical not exposed to wind pressure. 4 ' .4 + s# No 047182 �4 ,°t .. . SATE OFAi , OR % `0 N' ONAX-V 4141116, SERA 40 015A38 FF 5B 8Y BO BB 7F4$ DO g9 2E BS FB Afa&ltamta',as bsct9 ektltrtta stgnad and axaled by Ma lMartUcmz' P&.(r{.. Lfc V47192f on gods shown abc u*j;a SHA4 aantie nt3cntiesa rya, sPmtgd capindt}& dmc ntwt not ccenld&md%urinal and haled and the: aA.iaulbentkationcoder=ttmvcrifadmaoydactmck. cmimt. *"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating h indlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 1 10, as applicable. Apply to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. E�efer to Oates drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITfPI 1, or for handlinW shipping, installation and bracing of trusses.A seal on this drawing or cover page, , The listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown.. suitability and use of this r7iaw)ng for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA www.sbcindu .com; ICQ www.iccsafe.org Job Number: 136DCS021 I Ply: 1 SEQN: 725460 / T6 / VAL 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: AH DRW: Truss Label: 4MV1 I Wgt 18.2 Ibs .. / ... 09/29/17 A i W(Dl 12 4 p 5'3" 5'3" 61" T !t Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W D• 72 / 15 / 47 /- / 7 / 63.0 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 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.010 C - - D Min Brg Width Req = - Des Ld: 37.00 EXP: CMean it HORZ(TL): 0.012 C - - Bearing D is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Height: 15.00 ft Creep Factor. 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code FBC 2014 RES Max TC CSI: 0.224 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 " MWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.208 Chords Tens.Comp. Spacing: 24.0 C&C Dist a: 3.00 it Rep Factor Used: Yes Max Web CSI: 0.133 A - B 18 -54 Loc. from endwall: not in 9.00 ft FT/RT:20(0 /10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type( ): Maximum Bolt Chord Forces Per Ply (Ibs) 1 VIEW Ver: 16.01.01.0402.20 Wind Duration: 1.60 WAVE 1 Chords Tens Com Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C.� Additional Notesa See DWG VAL160101014 for valley details. i 047 STATE OF r io" ;0 � s 40 01 SA38 FF 16 8180 8B 7F48 00 99 2E 85 FB This item irm bt%m ekcS[msrsa Ssumd aM acakd by mamer m4ttiac4 PE (FL. lk."71E2i onttla dasc shown abase Lang a SWZ�l auHienC7cai�sri'C de. FMadcopiarallUsdoc Mnot ccmi&ffed7gnadand wakd and the �A;i xlhentcacede ns�tDevarifx:d rasaaydactmnk cayks. I P• A-C 106 -5 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 179 -117 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, ba�rr TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing msTalled per BCSI sections B3, B7 or I as applicable. Apply plates to each face of truss and position as shown above and on the Join?Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsibll for any deviation from this drawin 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 drrawing or cover page_ listing this drawing indicates acceptance of pr3 essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the iuilding Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS021 Ply: 1 SEQN: 725462 / T4 / VAL 4EJB 2807-Elle "D" OL OWI6/DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: GM DRW: Truss Label: 4MV2 Wgt: 14.0 Ibs / ... 09/29/17 12 4 1112X4 B A=3X4(D1 n r. 1112X4 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: h to 2h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. L 2'11 "4 711 "4 2' 11 "4 Snow Criteria (Pg,Pf in PSF) DeFl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.001 C - - -HORZ(TL):-0.002 C - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.052 TPI Std: 2007 Max BC CSI: 0.060 Rep Factors Used: Yes Max Web CSI: 0.036 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 No 718 2 � e e` 'r STATE OF Ai v� ` �° A 4 10' _ bl A to SERAL 40 015A 38 FF 5B 81 B0 BB 7F48 00 99 2E95 FB xhit Stern Brsa been cictrrcn3caap� dd'and waled by maoaol Marttr= PE tit. 11c. 1:47192.f an the date sharm abaft trina a smx-1 utdtcrid admoade. ?Mamd ctrpto Ofttd3 doc=Xnt=not C-1-A Md gptd and scaled and the V,4A A'AgnGcaW4 code rl�t ba VrAfkd m aaydectmnk cerlaL ♦Maximum Reactions (Ibs), or`=PLF Loc R I /Rw /Rh /RL /W D' 75 112 / 44 /- / 6 135.2 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 13 -23 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 59 -3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - C 83 - 60 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2ef 1 to 60A-Z for standard plate positions. a division of TPI 1; or torn acceptance any structure lis drawing,any failure to build the on this drawing or cover pa e to design shown. The suitability I Job Number: 136DCS021 I Ply: 1 SEQN: 7449211 T181 EJAC 4EJB 2807-Elie "D" OL OWI6 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 23 FROM: GM DRW. Truss Label: EJ7 I Wgt 23.8 Ibs .. / ... 09/29/17 C 12 6 M O to M CM d' I 2X4(A1) B 1 A I 1, T I T Loading Criteria (psf) _ Wind Criteria Snow Cr !teria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 336 / 155 / 257 ! - / 211 / 5.5 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 126 1102 ! - ! - 11.5 BCDL: 10.00 Risk Category: II Snow D ration: NA HORZ(LL): -0.022 D - - C 171 / 169 185 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.031 D - - Wind reactions based on MWFRS Code / Mist: Criteria NCBCLL: 10.00 Mean Height: 20.00 ft Creep Factor. 1.5 B Min Brg Width Req = 1.5 Soffit 2.00 TCDL: 4.psf Bldg Code: FBC 2014 RES Max TC CSI: 0.533 D Min Brg Width Req = Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: Y007 Max BC CSI: 0.368 C Min Brg Width Req = Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 4.50 it FT/RT:20 0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Typ (s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 15.01.01.0402.19 Wind Duration: 1.60 IWAVE I A-B 27 0 B-C 77 -160 L b um er Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l38" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. o 047182 � s `AT E "j Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 40 015A38 �F 56 8180 8B 7F48 00 992E 95 FB Tl,tt ltambas txedti lulroftiosyl4nod and scaladby MAM'9Mart6rrr, PE (a.. uc. "lual ktn thedru shown abam tn2ag a sNlF1 aU?}ICfii`#a t`�YeeS� pmudcopf xolafasall dMumertama not caasiduad 4naiand saalad and 014SRAA aa. irta2iavaaeaCe m"t bcvedfkd manydectmnk ar�las. "WARNING" READ AND FOLLOW ALL NOTE ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted ciherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ insTalled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise_ Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be respoolsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI Pi 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitabtlrty and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. see Job Number: 136DGS021 Ply: 1 SEQN: 744923 / T5 / EJAC 4EJB 2807-Elie "D" OL OW16 [DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 5 FROM: GM DRW: Truss Label: EJ7A Wgt 21.0 Ibs .. / ... 09129/17 2X4(A' T 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: 20.25 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 7' 7' SnowCriteria (Pg,Pf in PSF) DefI1CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.026 C - - HORZ(TL): 0.034 C - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.543 TPI Std: 2007 Max BC CSI: 0.373 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.19 No 7 w e � �. �O tTATE OF . 0m AL 40 01 SA38 FF 5B 8180 BB 7F 48 00 99 2E 85 FB vils item h"born slactrcatcaffira od mad x Itd by fAawcl muur as, .. vl, Lk. 0471821an the dZjt ahawn aban a^.lag a SiA•1 au1hat1t4s 1kaareds. Pibtad copwiraf this dosnrasrstara mot caasld'crad dgwd and salad and thaSHA.-t autbantcatkn ccfe rnwt ba vdfW to aaydo Mrk capins. B ♦ Maximum Reactions (Ibs) . LOG R /U /Rw /Rh /RL /W A 270 / 79 / 185 1- / 148 / 5.5 C 128 123 1105 / - / - / 1.5 B 174 1 132 / 88 I - l - 11.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 78 -161 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bVy TPI and SBCA) r safety practices prior to performing these functions. installers shall provide temporarryy BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly id ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 810, e_ Aoo?v plates to each face of truss and Dosition as shown above and on the JoinCDetails, unless noted otherwise. (2efer to a division of TPI 1; or torn acceptance any structure its drawing,any failure to build the on this drawing or cover page to design shown. The suitability Job Number: 4EJB 2807 Elle3 D" OL OW16 /DR Horton /4EJB 2807-Elie "D" II L OW1 I Qty: 16.8 1bs I FROM: GM917 / T15 / JACK I DRW i 09/29/17 I Truss Label: BJ5Wgt C 12 6 M O LO CV co 2X4(A1) B 1 A I 1, 1 5' 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 263 / 123 / 208 / - / 155 / 5.5 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 / 17 / 70 ! - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Du tion: NA HORZ(LL): -0.010 D - - C 119 / 115 / 58 / - /- / 1.5 Des Ld: 37.00 EXP: C HORZ(TL):-0.012 D - - Wind reactions based on MWFRS / M sc Criteria NCBCLL: 10.00 Mean Height: 19.50 itCode TCDL: 42 psf Creep Factor. 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Cod FBC 2014 RES � Max TC CSI: 0.329 D Min Br Width Re g q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.182 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Re Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.60 it FT/RT:20( )/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Typ (s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 15.01.01.0402.19 Wind Duration: 1.60 WAVE Lumber A- B 27 0 B- C 53 -126 Value Set: 13B (Effective 6/1/2013) Maximum Bat Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Bot chord 2x4 SP #1 Lumber value set "1313" uses design values B - D 0 0 approved 1/30/2013 by ALSC Windy#ii Member design based on both MWFRS and C&C. 13 40 01 5A 38 Ff rttcitatnbuatmnaN PEVL. Lk.r4imla a�9entlsa3nexvs�ia. ?rktrd Capin 016 ok and 11w UlAA w-'Acr cwlax. —WARNING** READ AND FOLLOW ALL NOTES —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRA a division of Iw 1,ortor n acceptance any structure as 50 81 B0 8B 7F48 00 99 2E 95 FB ats &a rs3sned aca.9aaa1ad by maamral btartkaa, theda stwwa abm miig a SH-1 zs s3c�rad it�s�adand scalod bin w=M.d m urjdactmnk THIS DRAWING! RS INCLUDING THE INSTALLERS cing. Refer to and follow the latest edition of BCSI (Building rtorming these functions. Installers shall provide temporary structural sheathing and bottom chord shall have a progeny call have bracing ins7alled per BCSI sections B3, B7 or 910, Ind on the Joint- Details, unless noted otherwise. {2efer to e for any deviation from this drawing any failure to build the bracing of irusses.A seal on this drawing or cover page. . sponsib!lity soleiy_for the design shown. The suitability see Job Number: 136DCS021 Ply: 1 SEQN: 744915 / T161 JACK 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 8 FROM: GM DRW: Truss Label: 13J3 Wgt 12.6 Ibs / ... 09/29/17 T co CD 0 r T 2X4(A1) B CV A D 3' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl L/# 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 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.004 D - EXP: C HORZ L -0.004 D Des .00 Mean Height: 19.00 ft ) NCBCLL: 10.00 TCDL: 4.2 psf Code ! Misc Criteria Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.psf Bldg Code: FBC 2014 RES Max TC CSI: 0.183 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.075 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1 /3012013 by ALSC Wind Member design based on both MWFRS and C&C. No 047ebb ebb TA` 40 01 5A 38 FF5881BO8137F4800992E95 FB rhfx itatmtras A¢crsakstrosica'�jsipud asA sealad Cry htaslrml fAutpra3 tkc 047f$2f on the dawsuawaabavd wh&35NA.1 ��i ¢i5Yoc14$aa ¢01¢. sy2sted ccohnodtfas do--=2.r arenot dwtg Y3�ns9 aad soalad and tkc S An3 authenGwtsoisra�lc rnraF i•:a wedfa.d on any dectrark �los: ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 193 195 / 162 /- / 101 15.6 D 51 /8 /42 1- I- 11.5 C 64 /62 /28 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens_ Comp. A-B 27 0 B-C 29 -110 Maximum Sot 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 ]uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an c7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSL Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly iid ceilingQ. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 63, B7 or B10, le. APA Plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to a division of TPI 1; or for nanaling snipping, instal acceptance of professional engine any structure is the responsibility of its drawin any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS021 I Ply:1 1 SEQN: 744913 / T17 / JACK 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 8 FROM: GM DRW: Truss Label: BJ1 I Wgt: 11.2 Ibs .. / ... 09/29/17 12 6 2X4(A1) B 4113 —L A I "i Loading Criteria (pst) 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: CMean Des Ld: 37.00 Height: 18.50 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C C -r eM _O _LO V co D Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W ICt: Pt NA Ce: NA VERT(LL): NA B 150 187 / 146 ! - / 49 15.5 Lu: NA IICs: NA VERT(TL): NA D 11 / 11 119 / - / - / 1.5 Snow Durtion: NA HORZ(LL): 0.001 D - - C -14 / 29 / 27 / - /- / 1.5 a HORZ(TL): 0.001 D - - Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 Bldg Code -I FBC 2014 RES Max TC CSI: 0.171 D Min Brg Width Req = - TPI Std: 20D7 Max BC CSI: 0.016 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(Oi/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. WAVE I VIEW Ver: 15.01.01.0402.19 A-B 27 0 B-C 29 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 40 015A38 FF 58 81 BO BB 7F49 00 99 2E85 FB xh9t ltalsrBsabrenakttr�§rs�}s'�nadsn9scalad m`1 rAua:e9 t+tartiaer, F£ (n.. ltc.tRTFffijan t2�✓: dots shown abara �-.�g a SH1F1 aG�latifs[aRt� CAYdR t�tnd cnpaexnixPa1s drr "��t ara nst crnsPd�aed Band :ralhd and the W%.1"az'ltimtk=6 Smdc Mn t tw VW10C40% wirdedw* czVja I "`WARNING" READ AND FOLLOW ALL NOTES ONITHIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryY bracing per BCSI. Unless noted olherw!se,top chord shall have properly attachedi structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlin,, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability, and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. R Job Number: 136DCS021 Ply: 1 SEQN: 688978 / T53 / EJAC 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL DWI Qty: 4 FROM: JAH DRW: Truss Label: 4EJ3 Wgt 12.6 Ibs / ... 09/29/17 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind Left bottom chord exposed to wind. 4 12 C F1 31 31 Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.002 D - HORZ(TL):-0.002 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.176 TPI Std: 2007 Max BC CSI: 0.069 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.01.01A.0723.13 No 078, � �r e e , STATE OF * N4 `acey $t a4��9c 1.1� 40 01 5A 38 FF 58 8180 BB 7F48 00 99 2E 85 FB WS licrssiaa3acmakdreoiCa:';fps nad am1 asalad by iAaau¢9 taartLnca, P£In. ttt-W68TH2(txi thodatezMwn at re rr.8aga SHr«2 a rahcntra ttca, Cade. ?�btodcopiesaphistl c--mtarnnotCWW&Tods n�ziandzcafad are ktl4 sSWi alacAt MUM coda nut ta.Wifcd m aaydcctmnk amles. to T r H Y ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 192 / 124 / 192 / - / 57 / 4.0 D 49 /33 /68 /- /- 11.5 C 61 /40 /31 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) -I Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 19 -61 Maximum Sot 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 quire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety. Information, by TPI an c7 SBCA) of safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, ) Appty plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of I NI 1, or Tor n acceptance any structure failure to build the g or cover page m. The suitability y.com:ICC: www.Iccsafe Job Number: 136DCS021 I Ply: 1 SEQN: 688976 I T35 / JACK 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elle "D" OL DWI Qty: 4 1 FROM: JP H DRW: Truss Label: 413J1 I Wgt: 11.2 Ibs .. / ... 09/29/17 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: 11 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 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP Al Lumber value set "l38" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C Left cantilever is exposed to wind Left bottom chord exposed to wind. 12 4 F_� C =2X4(A1)B LO A ►� 1 D Fi Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): NA B 140 / 121 / 155 1- 131 / 4.0 Lu: NA Cs: NA VERT(TL): NA D 11 10 / 6 / - / - / 1.5 Snow Du tion: NA HORZ(LL): 0.000 D - - C 0 / 22 / 23 / - / - / 1.5 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS B Min Brg Width Req = 1.5 II Code / MiSc Criteria Creep Factor. 1.5 Bldg Code( FBC 2014 RES Max TC CSI: 0.179' D Min Brg Width Req = - TPI Std: 2607 Max BC CSI: 0.019 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CST: 0.000 Bearing B is a rigid surface. 20(�)/10(0) Mfg Specified Camber: Plate Plate Type s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.01.01A.0723.13 Chords Tens.Comp. Chords Tens. Comp. A-B 17 0 B-C 22 -8 40 015A38 FI T,hbisambaabscaal AE €Fl. Ltc.7�t1Eti21 a arethanttrat�arsscsdr. 0Mthe sE laau .0wims. "WARNING" READ AND FOLLOW ALL NOTES "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRA a division of l PI 1; or for h acceptance any structure as Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 Age iSTATE OF SERIAL,* 50 81 BO 8B 7F48 00 99 2E 95 FB ;ctPm'xtrstfrs}gnad and salad by mauml MarHner. i A edaSsshawn 2baW (ring a SHA.1 I =r-A arm not crosI&c ed stgnrda dsmalad tG.tkn code nest toe atWW rat mydactmrd: INCLUDING THE INSTALLERS I.. Refer to and follow the latest edition of BCSI (Building ming these functions. Installers shall provide temporary uctural sheathing and bottom chord shall have a properly �iave bracing installed per BCSI sections B3, B7 or 10, on the Join Details, unless noted otherwise. (Zefer to r any deviation from this drawing,any failure to build the :ing of trusses.A seat on this drawing or cover page insibility solely_for the design shown. The suitability Job Number: 136DCS021 Ply: 1 SEQN: 688980 / T54 / HIP_ I 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 2 FROM: JAH DRW: Truss Label: 4CJ3 Wgt 15.4 Ibs .. / ... 09/29/17 12 2.83 F:� 2X4(A1)B A �-- 1'5" Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "136" uses design values approved 1/3012013 by ALSC Loading The following trusses need concentrated loads at the end of their overhangs: 2-11-8 span/setback member on the 0-1-7 cant side requires 17 Ibs and the 2-11-8 spanlsetback member on the 0-1-7 cant side requires 17 lbs. Sub -fascia beam assumptions: 3-11-8 sub -fascia beam on the 0-1-7 cantilever side. 3-11-8 sub -fascia beam on the 0-1-7 cantilever side. Hipjack supports 2-11-8 setback jacks with 0-1-7 cantilever one face; 0-1-7 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Left bottom chord exposed to wind. 4'2"3 4'2"3 Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D - HORZ(fL): 0.000 D - Code ! Mist: Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.135 TPI Std: 2007 Max BC CSI: 0.027 Rep Factors Used: No Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver. 17.01.01A.0723.13 WAVE No 0.47182 L 40 01 5A 38 FF 50 8180 BB 7F48 00 99 2€ 85 FB Thtt item tru btEatelsctsaxte }s8gned am scaled by boa IMarth", ri (rt. L&, gdrtfl21 on6 ccaYc xhara alwva wig a SH}ki aUtbetSG`Gl'4G:i1L Li5.i" e. £4iated ccplasrarcfdx dairer! xaa nat tens3dnaed signt3and seabd and the 9,er.A.2 ax3hentEn23arYec+de ntrst be merif3cd ut saydectrar*� rcplm ♦Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 127 /78 /- /- /- 16.7 D 20 /- /10 /- !- /1.5 C 51 /39 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 14 -9 B-C 12 -10 Maximum Bet Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly a3id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of its drawin any failure to build the on this drawing or cover pig a e ie design shown. The suitability any r Job Number. 16DCS021 Ply: 1 4EJB 2807-EIIe3 D" OL OW16 /DR Horton /4EJB 2807-Elie "D"�LOW1OI Wgt 40.61bs IS FROM: GM919 / T19 /HIP I DRW:/ 09/29/17 I Truss label: CJ7 5'3"5 + 9110"1 575 4'6"11 D 12 4.24 p �*2X4 C v io 'v I 2X4(A1) B I ^T1'a q I I-5X6 AL 9'4"1 94"1 1 6" b.ii Loading Criteria (pso 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 L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.039 F 999 240 B 326 / 199 / - /- /- 17.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.059 F 999 180' E 365 1120 / - I - /- 11.5 BCDL: 10.00 Risk Category: II Snow D ration: NA HORZ(LL): 0.011 F - - D 212 / 219 / - / - / - ! 1.5 Des Ld: 37.00 EXP: C Mean Height: 19.99 ft I HORZ(TL): 0.017 F - - Wind reactions based on MWFRS NCBCLL: 0.00 TCDL: 4.2 psf Code / M'sc Criteria Creep Factor: 1.5 B Min B q = Width Re 1.5 Soffit 2.00 BCDL: 5.0 sf p Bldg Cod : FBC 2014 RES Max TC CSI: 0.412 E Min B Width Re Big q = - Load Duration: 1.25 " MWFRS Parallel Dist: 0 to h12 TPI Std: 2007 Max BC CSI: 0.611 I Rep Factors Used: No Max Web CSI: 0.283 D Min Big Width Req = - Bearing B is a rigid surface. Spacing: 24.0 C8C Dist a: 3.00 It FT/RT:20�0)/10(D) Mfg Specified Camber: Loc. from endwall: NA Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Typ�(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 Lumber A- B 9 -8 C- D 78 -83 Value Set: 13B (Effective 6/1/2013) B-C 491 -581 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP 93 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values B - F 550 -446 F - E 0 0 approved 1/30/2013 by ALSC Loading 0't)<`01�iry�, Maximum Web Forces Per Ply (Ibs) 1t?I Webs Tens.Comp. Hipjack supports 6-11-8 setback jacks with no webs. �.art�•. C-F 487 Wind -600 Wind loads and reactions based on MWFRS." o 04718 r e . oil !MT O 40 01 5A38 fF 56 81 B0 813 7F48 00 99.2E 95 FB ikdt ltetatirvas t.+cerc a�ri;m.�acs�/x�ned.�rs¢alnd 6y riisrar�9 ktart6ti cr, PE(R.M.047i82) the dale shown abon tr.Bng a SH)'i. —antEpficrscrsda. forted cr 3irnxartrds ataacrA arenot c=5! "d ikncdanda lmd and ft—A}!autheni first cote nit be auKW cn aardeamnk ccpins. "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI andSBCA) i safety practices prior to performing these functions. Installers shall provide temposrryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs�shall have bracing installed per BCSI sections 63, B7 or 61D, as applicable. Apply plates to each face o truss and position as shown abovi and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIPI1, or for handling{ shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIfrPI 1 Sec.2. 4 Job Number: 136DCS021 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Truss Label: FT1 �- 1'6"4 — -- 1'4" (TYP) A B C D T 3': =2X4(�C _=2X4(R) 1 3 e AD Loading Criteria (psi) TOLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Ply: 1 SEQN: 688600 / T25 / SY42 Qty: 1 FROM: JAH DRW. Wgt 89.6 Ibs / ... W=3X4 E F G H I J K L W=3X4 16'7"8 16'7"8 09/29/17 M N Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF P : NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.000 N 999 360 O" 108 / - / - / - Lu: NA Cs: NA VERT(TL): 0.001 N 999 240 AB Min Brg Width Req = - Snow Duration: NA HORZ(LL): 0.001 N - - Bearing AB is a rigid surface. HORZ(TL): 0.002 B - - /- 1199 Eel Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI:0.094 Chords Tens.Comp. Chords Tens. Comp. TPI Sid: 2007 Max BC CSI: 0.021 A - B 0 -1 H -1 0 -1 Rep Factors Used: Yes Max Web CSI: 0.035 B - C 0 -1 I - J 0 -1 FT/RT:20(0)110(0) Mfg Specified Camber: C - D 0 -1 J - K 0 -1 Plate Type(s): D- E 0 -1 K- L 0 -1 WAVE VIEW Ver: 16.02.01 D.0314.13 E-F 0 -1 L-M 0 -1 F-G 0 -1 M-N 0 -1 G-H 0 -1 r o 047'` . s w 4 e . •: SIRE OF - �✓ ¢¢vpararta+°� 40015A38FF5681BOB137F4800992E&5FB This It¢mitaz b¢anoi¢ceraatcadipzigned wv!e Iodby Mw ei Marthw, ?£(fL. ik.GSrt82) an thodacesh.ownzbx winga5HA1 aalh¢n=Mdm F=tnd copinarihas do^+:=-Aa not mnsidbnd sPpwd=d salad and tis¢:-%Ess +¢nti'c4si 9rudemsstbarodbdenasydmimr&- czolat:. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. AB -AA 1 0 U- T 1 0 AA-Z 1 0 T-S 1 0 Z-Y 1 0 S-R 1 0 Y-X ' 1 0 R-Q 1 0 X-W 1 0 Q-P 1 0 W-V 1 0 P-O 1 0 V-U 1 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AC -AD 0 -5 O-N 0 -10 A -AB 0 -63 N-O 0 -65 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. B-AA 0 -155 I-T 0 -133 C-Z 0 -128 J-S 0 -133 D-Y 0 -134 K-R 0 -134 E-X 0 -133 L-Q 0 -128 F-W 0 -133 M-P 0 -155 G-U 0 -133 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly oiid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 87 or B1 D, e. ADD1w Dlates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. kifer to a division of ITW Buildin4tLLComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS021 4EJB 2807-Elie "D" OL OW16 [DR Horton /4EJB 2807-Elie "D" OL OW1 Truss Label: FT2 =4X6 A B T 38=2X4(R)X `v —2X4(R)Y rmzz 1 7 V =4X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP. NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. f _' 7 I V3"12 . 1712 4X4 1113X4(R) CI D E F Ply: 1 SEQN: 688549 / T55 / SY42 City: 12 FROM: JAH DRW: Wgt:103.6lbs .. / ... 09/29/17 9'5'8 16'7"8 2' 7'2" 1i"—'� � 1'3" =4X4 1113X4(R) W=3X4 =4X6 G H I J K L U T S R Q P =3X6 W=H0308 1113X4(R) =3X6 =4X6 1113X4(R) 16'7"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.195 F 991 360 W 901 1- 1- 1- / - 17.5 Lu: NA Cs: NA VERT(TL): 0.306 F 633 240 O 902 / - / - /- / - 14.0 Snow Duration: NA HORZ(LL): 0.034 B - - W Min Brg Width Req = 1.5 HORZ(TL): 0.055 B O Min Big Width Req = 1.3 Code / Misc Criteria Creep Factor. 1.5 Bearings W & O are a rigid surface. Bldg Code:l FBC 2014 RES Max TC CSI: 0.582 Bearing W requires a seat plate. TPI Sid: 2007 Max BC CSI: 0.682 Rep Factor Used: Yes Max Web CSI: 0.428 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s(): A- B 1 0 G- H 0 -2909 WAVE, HS VIEW Ver: 16.02.01D.0314.13 B - C 0 -1517 H - 1 0 -2543 C- D 0- 2546 I- J 0- 2543 D- E 0- 2546 J- K 0- 2543 E-F 0-2911 K-L 0 -1518 F-G 0-2918 L-M 1 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. W - V 872 0 S- R 2918 0 V- U 2134 0 R- Q 2834 0 8a► r�sx s U-T 2822 0 T- S 2822 0 Q-P P- O 2133 0 872 0 « No 0471 ° Maximum Web Forces Per Ply (Ibs) a Webs Tens.Comp. Webs Tens. Comp. fk X-Y 0 -3 G-R 54 -401 A-W 0 -41 R-H 541 -119 E OFg, W-B 0-1214 B-V 897 0 H-Q I-Q 0 -483 0 4C-U V- C 0- 859 Q- K -101 557 0 rVt 560 0 K-P 0 -857 D-U 0 -100 P-L 898 0 -1214 E-S 460 -119 M O 0 -40 �EfM# S-F 38 -312 O-N 0 7 40 01 5A 38 FF 58 81 BO 8B 7F48 00 99 2E 85 FB rk txitamhsabem akrdr4Itka*p%tned w%d walad by Ua'-"1 Mzrtb=, A£ (fL. ttc. CTTHZ{ anth�dasr sRown abtssm u^�g a SNI«i aa.'shcn�t�,cala. Tr�and cr,�ks ¢athis dor_ca^-m-s arm'nat crac€crosd d�rasi�d zsalod one Lase S�iR. ai en 'a i ssa-1c mf5i U WAfkxd wn 7dcamnk �FSos.. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTOR S INCLUDING THE INSTALLERS s reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nen[ Safety Information, by TPI anr7'SBCA) toF safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted olherwise,top chord shall have properly attached'structuraI sheathing and bottom chord shall have a propperly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, icable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. fWefer to Is 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsiblelforony deviation from this drawing any failure to build the conformance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professrona7 engineering responsibility solely for the design shown. The suitability >e oIng for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS021 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Truss Label: FT3 7'5"8 7'5"8 Ply: 1 SEQN: 688552 / T56 / SY42 Qty: 7 FROM: JAH DRW. Wqt 103.6 Ibs ... / ... 1'3" 94 r"7� 1 1'3"12 1'3"12 =4X6 =4X4 III3X4(R) A B C D E F 3 e=2X4(R) Vn a =2X4(R)X 8— V Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ff NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist NA Spacing: 24.0 " C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. U T S R =4X6 =3X6 W=H0308 =3X4 9'5"8 2' 16'7"8 7'2" 1�'� -312 5 1 1�� =4X4 1113X4(R) W=3X4 G H I J K Q P O 1113X4(R) =3X6 =4X6 =4X6 L M N =4X6 16'7"8 Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.195 F 990 360 V 900 /- !- /- /- /7.5 Lu: NA Cs: NA VERT(TL): 0.306 F 632 240 N 915- Snow Duration: NA HORZ(LL): 0.034 B - - V Min Brg Width Req = 1.5 HORZ(TL): 0.055 B N Min Brg Width Req = - Code / Misc Criteria Creep Factor. 1.5 Bearing V is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.582 Bearing V requires a seat plate. TPI Std: 2007 Max BC CSI: 0.682 Rep Factors Used: Yes Max Web CSI: OA28 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s): A- B 1 0 G- H 0 -2908 WAVE, HS VIEW Ver: 16.02.01 D.0314.13 B - C 0 -1517 H - 1 0 -2542 C- D 0 -2546 I- J 0 -2542 D- E 0- 2546 J- K 0- 2542 E-F 0 -2910 K-L 0 -1516 F-G 0 -2917 L-M 3 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. V-U 872 0 R-Q 2917 0 (4 U- T 2134 0 Q- P 2833 0 araaaa " T-S 2821 0 P-O S-R 2821 0 O-N 2132 0 870 0 Additional Mores `. a + 2x6 continuous strongback. See detail as b Maximum Web Forces Per Ply (Ibs) STRBRIBR1014 for bracing and bridging recommendations. as Webs Tens.Comp. Webs Tens. Comp. Webs are square cut except dbl diagonals or as ,r W a� �,, W-X A - V 0 -3 0 -41 G-Q Q - H 53 541 -401 -119 otherwise shown. Truss must be installed as shown with top chord up.STATF-a Oak * a �htr V- B 0 -1213 897 0 H- P I-P 0 0 -483 tin B-U U - C 0 - 858 P - K 557 -101 .0 iz �+ C- T D-T 560 0 0 -100 K- O O-L 0 098 - 857 0 -1214 E- R 469 -120 N- M 0 15 ol R-F 38 -312 M-N 0 -44 SERIAL 40 015A 3E FF 5B 8180 BB 7F48 00 99 2E 85 FB Thisamtsaalad by Xaacatl Martfnra, ?EM. ttc."71921 en the datashownaba trMga SHA•1 alstti afiiiat$'!fi fd5dG, eraaead c�das�tthis docrn..ccstsganat crsul&sad ugnaz9 and smalad and tl,-9iA 3 a Acntkatkmcada: must tmxcrlf and m aeydeamak. calm. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anct'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinh�LComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ _ listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this IoVs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o • SBCA: www.sbdndu .com; IM www.iccsafe.org Job Number: 136DCS021 I Ply: 1 I SEQN: 6886081 T29 / SY42 4EJB 2607-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 City: 1 FROM: JP H DRW. Truss Label: Ff4 I Will: 89.6 Ibs I / ... 09/29/17 �- 1'6"4 —+— 1'4" (TYP) oil fffflis-� Ll AA Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA it NCBCLL: 10.00 TCDL: NA psf Soffit 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. F to t d h th" t f f th' fra W=3X4 G H I J K L M N Q P / 10 W=3X4 16'7"8 I16'7"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 N 999 360 AB•108 I- /- /- /- / 199 Lu: NA Cs: NA VERT(TL): 0.001 N 999 240 AB Min Big Width Req = - Snow Dui tion: NA HORZ(LL): 0.001 N - - Bearing AB is a rigid surface. HORZ(TL): 0.001 B - - Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Cod: FBC 2014 RES Max TC CSI: 0.094 Chords Tens.Comp. Chords Tens. Comp. TPI Std: *7 Max BC CSI: 0.021 A - B 0 -1 H -1 0 1 Rep Facto) Used: Yes Max Web CSI: 0.035 g _ C 0 1 1-1 0 -1 FT/RT:20(Q)/10(0) Mfg Specified Camber: C - D 0 -1 J - K 0 -1 Plate Type(s): D- E 0 -1 K- L 0 -1 WAVE I VIEW Ver:16.02.01D.0314.13 E-F 0 -1 L-M 0 -1 F-G 0 -1 M-N 0 -1 G-H 0 -1 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AB -AA 1 0 U- T 1 0 AA-Z 1 0 T-S 1 0 V�i�ir Z- Y 1 0 S- R 1 0 g Y-X 1 0 R-Q 1 0 .i , , X- W 1 0 Q- P 1 0 �►rsie�a '"ffi W-V 1 0 P-O 1 0 as n ra a sea mg o one ace o is me. • to 047102 Plating Notes err 0 Maximum Web Forces Per Ply (Ibs) .w x Webs Tens.Comp. Webs Tens. Comp. All plates are 2X4 except as noted. a%► AC -AD 0 -5 O-N 0 -8 Additional Notes ; STATE OFIto A -AB 0 -63 N- O 0 -65 Webs are square cut except dbl diagonals or as otherwise shown.' ; e t "rb Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp_ Truss must be installed as shown with top chord up. B -AA C- 0 -155 0 I- T 0 -133 ill Z -128 J- S 0 -133 D-Y 0 -134 K-R 0 -134 40015A38FF B81B0BB7F4800.992E&5'FB E-X F-W 0 -133 0 -133 L-Q M-P 0 -128 0 -155 7tstc ltamhasP Ctsakatra ca.ffi/*nad=6 waled by eexa Amardftrs, G-U 0 -133 ?E(a., Etc.G471221 an i odal¢ shown abaaa minx a SHA-1 wzthantmsonzodo. I Fmtcd capi".Jttus docurm=a not a2mM gnd sldnadand m1fid aasd ttc �.w l.uttficn i 9isrscoilem�tQc arcrH�,i r»say dxtrark caries. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i reqquire extreme care in fabricatingg handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building wen[ Safety Information, bV TPI and'SBCA) fo'r safety practices prior to pertorming these functions. Installers shall provide temporarryy per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to Is 160A-Z for standard plate positions. a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIAPI 1, or for handling shipping, installation and, bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie 0f this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS021 Ply: 1 SEQN: 622713 / T46 / SY42 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elle "D" OL OW1 Qty: 4 FROM: DJH DRW. Truss Label: FT5 Wgt: 131.6 Ibs I / ... 09/29/17 8'1"4 101"4 19111"8 I' 8'1"4 i 2' + 9'10"4 1112X4 =4X4 W=3X4 2X4(R) 1112X4 1112X4 1112X4 =3X4 1112X4 1112X4 A B C D E F G H I J K L M N T 8 `v 1 3'8 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc, from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/112013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Hangers / Ties (J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.37" DL: 0.26". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. =s I =5X8 — nv w �nvlry W=3X4 19'11 "8 Snow Criteria (Pg,Pf in PSF) Defl/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): 0.369 G 632 360 Z 1084 / - / - / - / - / 7.5 Lu: NA Cs: NA VERT(TL): 0.577 G 404 240 O 1098 /_ / - / - / - /_ Snow Duration: NA HORZ(LL): 0.050 B_ - - Z Min Brg Width Req = 1.5 HORZ(TL): 0.079 B - - O Min Brg Width Req = - Code / Misc Criteria Creep Factor. 1.5 Bearing Z is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.939 Bearing Z requires a seat plate. TPI Std: 2007 Max BC CSI: 0.734 Rep Factors Used: Yes Max Web CSI: 0.553 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s): A- B 1 0 H -1 0 -4070 WAVE VIEW Ver: 16.01.018.0614.20 B - C 0 -1887 I - J 0 -3304 C- D 0- 3345 J- K 0- 3304 D- E 0- 3345 K- L 0- 3304 E- F 0 -4443 L- M 0 -1894 F-G 0 -4457 M-N 3 0 G - H 0 -4456 Maximum Sot Chord Forces Per Ply (Ibs) � � Chords Tens.Comp. Chords Tens. Comp. ++ Z- Y 1057 0 Y-W 2712 0 T- S S-R 4411 0 0 0 yigre,r X-W 0 D -Q S 3812 0 W- V 3927 0 V U 3935 0 Q- P P O 2700 0 1059 0 - - o 047182 U- T 4457 0 o Maximum Web Forces Per Ply (Ibs) v Ir Webs Tens.Comp. Webs Tens_ Comp. #,, $ STATE F AA -AB 0 -3 T-H 520 -259 A-Z 0 -41 H-S 0 -543 + �* Z-B 0 -1471 B- Y 1155 0 S-1 I- Q 391 0 D -691 4*4 1 1140 Q KQ - 7U i a ` rS C - W 860 - 820 SEPAL D- W 0 -106 L- P 0 -1120 40013A39FF508180 887€4800992E95FB W-E 0 -800 E-U 877 0 P-M M-O 1161 0 0 -1477 Mijlteml=bsmtkur /siEnedw%dWAndbyra� lMbrfi;r, U-F 0 -309 O-N 0 -15 {kl.uc.ea7sazlonthsdate snawnaDaa rzogasttal G-T 136 -274 N-O 0 -44 as.therGrasknce�m nbwd ccpizs¢ittds doccnent out =W d �H_�d waled �t the S."Va authen!46M rrsle roust rrevu fw ea oar dactmrsk ssrlas. -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachexrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or B10, as applicable. Apply pplates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIq PI 1, or for handling shippinq, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of professional engineering responsibility solely, for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI I IN. Far more information see this JoVs general notes page and these web sites: ALPINE: www.al ineitw.mm• TPI: www. inst.o ; SBCA: www.sbcindu .mm; [CC: www-Imsafe.ong Job Number: Ply: 1 Truss Label: �6DC5021 I I Qty: 4 4.2 Ibs SEQN: 681723 / T33 ! SY42 4EJB 2807-File "D" OL OWI6/DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 4 FROM: DJH DRW: . / ... 09/29/17 8'1"4 8'1"4 1112X4 2X4(R) A B AC v =2X4(R) � ae AD AA AB Loading Criteria (pst) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpl: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 91 Bot chord 4x2 SP 91 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.36" DL: 0.25". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. " 1112X4I =6X6 1112X6 C D E F G Z Y IX =6X6 ==-5X8 10'1"4 207'8 2' 10'2"4 F3 W=3X4 1112X6=5X6 =3X4 1112X4 =5X6 1112X4 H I J K L M N O P 1114X6(R) =4X4 ' S R I20'3"8 Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf. NA I Ce: NA VERT(LL): 0.362 H 655 360 AB 1102 /- / - /_ /_ 17.5 Lu: NA Cs: NA VERT(TL): 0.566 H 419 240 Q 1116 / - / - ! - / - / 4.0 Snow Duration: NA HORZ(LL): 0.051 Q - AB Min Brg Width Req = 1.5 HORZ(TL): 0.080 Q - - Q Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 1.5 Bearings AB & Q are a rigid surface. Bldg Code:l FBC 2014 RES Max TC CSI: 0.512 Bearing AB requires a seat plate. TPI Std: 2007 Max BC CSI: 0.731 Rep Facto Used: Yes Max Web CSI: 0.566 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0 /10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s : A- B 1 0 1-1 0 0 WAVE VIEW Ver: 16.01.01B.0614.19 B - C 0 -1927 1- K 0 -4188 C-D 0-3413 K-L 0 -4188 D- F 0 -3413 L- M 0 -3380 E-F 0 0 M-N 0 -3380 F- G 0 -4832 N- O 0 -1932 G-H 0 -4851 O-P 3 0 H - I 0 -4839 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AB -AA 1077 0 V-U 4542 0 �s er AA- Y 2766 0 U- T 0 0 ' Z- Y 0 0 U- S 3907 0 Y- X 4032 0 S- R 2756 0 �<i7 X- W 4033 0 R- Q 1078 0 W - V 4851 0 s " Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. �TATE -OF AC -AD 0 -3 V - 1 756 0 A -AB 0 -41 1-U 0 -500 40;* BBAA 1182 14 0 L - S U-L99 390 716 AA- C 0 -1167 M- S 0 -72 C- Y 879 0 S- N 849 0 Q P. D-Y 0 -101 N-R 0 -1147 40 01 5A 38 FF 56 8160 BB 7F48 00 99 2E 95 FB a7.Lltetriktszeenekctr gs%ncdanduraladbyclsacMMartmcx Y - F 0 - 843 R - O 1188 0 PE (rL. tic.G%7.t82j en ti�xl .hewn atxaw.gaSHd<1 F-W 1165 0 O-Q 0 -1503 a:cffiiantkat;eatce,3a. W-G 0 -538 Q-P 0 -15 H-V 0 -448 P-Q 0 -44 Piristad cgsiassarehk dncave=ara not crosidexad sfenad and sealad aad i}re':�.st«» authenP,ra5ss+' seceia enrzt Dn xtdfir! of a€rydatrank �ylas. I "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! `"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Genf Safety Informatien, byy TPI anc7'SBCA) to'r safety practices prior to performing these functions. Installers shall provide temporarryy per BCSI. Unless noted 0 herwlse,top chord shall have properly attached structural sheathingp and bottom chord shall have a proppefly p rapid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply plate. to each face of truss and position as shown above aril on the Joint Details, unless noted otherwise. 12efer to Is 160A-Z for standard plate positions. a division of ITW Buildinhc�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability le of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DGS021 Ply: 1 SEQN: 6227151 T27 / SY42 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elle "D" OL OW1 Qty: 2 FROM: DJH DRW. Truss Label: FT7 Wgt 44.8 Ibs .. / ... 09/29/17 1715 7"8-� �� �- 1'2"15 �{ Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Hangers / Ties (J) Hanger Support Required, by others Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. =3X8 A =3X4 =3X8 B C 3'8"14 =3X10 Snow Criteria (Pg,Pf In PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA CY NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.002 B 999 360 E 201 / - / - / - Lu: NA Cs: NA VERT(TL): 0.004 B 999 240 D 198 / - I - / - Snow Duration: NA HORZ(LL): 0.000 D - - E Min Brg Width Req = - HORZ(TL): 0.001 D - - D Min Big Width Req = 1.3 Code I Misc Criteria Creep Factor: 1.5 Bearing D is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.066 TPI Std: 2007 Max BC CSI: 0.146 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.030 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 -19 B - C 0 -14 Plate Type(s): WAVE VIEW Ver: 16.01.01 B.0614.20 Maximum Sot Chord Forces Per Ply (Ibs) o 047M rb � r w "�STATF_ OF 40 01 5A 39 FF 58 81 B0 BB 7F48 00 99 2E 85 FB Ws Itarrihsabammid salad by mauml Maritner, i'E(FL.ttt.G$71521 on the dam= shown abom•s loe a 514f 1 aarilsaaiGtat;YdrsadG PzIN tad afksafthk don=• menot corWd ed Vgnad-d maiad and tin mwl authanemft ccdc mwr bcwAfrcd m anyda.Irmil_ "'Crj . Chords Tens.Comp. E - D 112 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. E-A 0 -65 B-D 0 -125 E-A 0 -22 D-C 0 -24 E-B 0 -116 C-D 0 -63 A-E 0 -34 C-D 0 -21 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building t Safety Information, bV TPI anr7'SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporarryy BCSI. Unless noted dtherw[se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Iiid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to BOA-Z for standard plate positions. a division of TPI 1; or for h acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS021 I Ply: 1 1 SEQN: 622717 / T40 / SY42 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elle "D" OL OW1 Qty: 1 FROM: DJH DRW: Truss Label: FT8 I Wgt: 39.2 Ibs .. / ... 09/29/17 T 1 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l36" uses design values approved 1/30/2013 by ALSC Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. '-- 12"14 �-- --{ 6" f ---{ �-- 1'2"14 --� =3n_X6 =3gX4 =3CX6 lir iiii 40 D 3X8 TY12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA I Ce: NA VERT(LL): 0.002 B 999 360 E 191 /- /- /- / - Lu: NA Cs: NA VERT(TL): 0.003 B 999 240 D 191 / - / - / - / - / - Snow Duration: NA HORZ(LL): 0.000 D - - E Min Big Width Req = - HORZ(TL): 0.000 D - - D Min Big Width Req = - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: IiFBC 2014 RES Max TC CSI: 0.068 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 20 7 Max BC CSI: 0.131 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.028 A - B 0 -10 B - C 0 -10 FT/RT:12(0) �10(0) Mfg Specified Camber: Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) WAVE I VIEW Ver: 16.01.018.0614.20 Chords Tens.Comp. E-D 101 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-E 0 -28 B-D 0 -116 E-A 0 -77 C-D 0 -77 E-B 0 -116 D-C 0 -28 40 015A 38 FF 58 8180 BB 7F48 00 99 2E85 F8 Tins Itcal11n ib. ekcli' z'igrtad ad:caf.d by rAas lMatttw, ?E K. tkc 047k821 on the €€teshavan abom wbg a SK4.1 authantictumond� mx tic C.Cim "WARNING— READ AND FOLLOW ALL NOTES ON —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACT( a division of any as naat fln ver#ibl m avycfetmnk . S DRAWINGI INCLUDING THE INSTALLERS I. , Refer to and follow the latest edition of BCSI (Building ming these functions. Installers shall provide temporary uctural sheathing and bottom chord shall have a properly have bracing installed per BCSI sections B3, B7 or 10, on the Joint Details, unless noted otherwise_ kefer to ,r any deviation from this drawing,any failure to build the :ing of trusses.A seal on this drawing or cover pa e insibility solely_for the design shown. The suitability Job Number: 136DCS021 Ply: 1 SEQN: 681697 / T37 / SY42 4EJB 2807-Elie "D" OL DWI /DR Horton /4EJB 2807-E!le "D" OL OW1 Qty: 3 FROM: DJH DRW: Truss Label: FT9 Wgt 107.8 Ibs .. / ... 09/29/17 510"4 1 7-10"4 7'11"12 15'11"8 r 5'10"4 1 2' 8 711"12 _I f — 1'3" 2'6" 1'8"12 1112X4 =4X4 =4X4 A D rr n T er 1 Loading Criteria (pst) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 1_Lf1'2"2� 1'3"1f' �'f� 2'6" —+ 1'3" -� 1112X4 =3X4 1112X4 =4X4 1112X4 G G r_ u 1 .1 T 38 1114Ab(K) =DAo =4X4 1112X6 15"1"8 Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.201 E 924 360 U 878 / - / - 1- / - 14.0 Lu: NA Cs: NA VERT(TL): 0.319 E 582 240 L 864 / _ / _ /- / _ 17.5 Snow Duration: NA HORZ(LL): 0.025 L - - U Min Brg Width Req = 1.3 HORZ(TL): 0.039 L - L Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 Bearings U & L are a rigid surface. Bldg Code: FBC 2014 RES Max TIC CSI: 0.561 Bearing L requires a seat plate. TPI Std: 2007 Max BC CSI: 0.564 Rep Factors Used: Yes Max Web CSI: 0.402 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 3 0 F- G 0 -2399 WAVE VIEW Ver:16.01.018.0614.19 B-C 0-1435 G-H 0 -2399 C-D 0-2414 H-1 0 -1439 D-E 0 -2764 I-J 1 0 E - F 0 - 2758 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. U- T B33 0 P- O 2680 0 t1jTi�t��# T-R 2016 0 O-N 0 0 S-R 0 0 O-M 2024 0 u� �� R- Q P 2768 0• 2764 D M- L 633 0 �vb Q - Maximum Web Forces Per Ply (Ibs) 4 Webs Tens.Comp. Webs Tens. Comp. A-U 0 -59 F-O 0 -382 ae' - U-B 0-1163 G-O 0 -84 STATE OF ,� �'`� B-T T-C 836 0 0 -808 O-H H-M 510 0 0 -813 D'Ie� C - R 613 0 M -1 843 0 Oyvp r " R-D D-Q 0 -978 650 0 1-L J-L 0 0 -1159 E-P 9 -154 K-V 0 -41 -3 '� dy P-F 378 -108 4001SA38FF5B8€8O867F4800992E95F8 mil ttanchss Cs•css as d9 lad by Lua,4 martb=, FE (N., tfc.eirrH2j an tha does mown atxiam tr2ag a s3tA-i acihanCca.Yx.� r»xir. Pmtud ccpias.f&!a docum= as not c Wd-ad sItn .1amd=Ind and ttsa"_}-Wl.ffiandmtSw code mint bvwAHed M acy doctrank CMIM : ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqqu!re extreme care in fabricatingg handlingshipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) satPety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI secfions B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIUI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professions engineer!ng responsibility solely for the design shown. The suitability and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more inronnation see this fob's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www, inst.o • SBCA: www.sbcindu .com' ICC: www.iccsafe.org Job Number: 136DCS021 I Ply: 1 SEQN: 6227291 T26 / SY42 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 4 FROM: DJH DRW: Truss Label: FT10 Wgt: 100.8 Ibs / ... 09/29/17 5'6"4 I 7'6"4 1578 5'6"4 2' 8'1"4 1r3n � 1�� 2'6" �f� 1'4" -i 1�Lf 2"1--I 13"1F-----�� 2'6" --f 1'3" -i 1112X4 1114X4� 1112X4 =3X4 1112X4 =4X4 1112X4 A B C D I E F G H ) 3 I K2X4(R) 3°e `r 2X4(R) ZS27A§- 1 T R Q P O N M L =4X10 =3X4 =3X6 =4X4 I 15'7"8 Loading Criteria (psf) Wind Criteria Snow Cr leria (Pg,pl in PSF) Defl1CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg. NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Lao R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.239 E 759 360 R 860 1- / - / - / - / - BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.408 E 444 240 L 845 / - / - 1- / - / 7.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.028 L - - R Min Brg Width Req = - EXP: NA Des Ld: 55.00 1 HORZ(TL): 0.043 L - L Min Brg Width Req = 1.5 Mean Height: NA ItI Bearing NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor. 1.5 g L is a rigid surface. Bearing L requires a seat late. Soffit: 0.00 BCDL: NA psf Bldg Code:l FBC 2014 RES Max TC CSI: 0.908 g q p Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2 07 Max BC CSI: 0.905 Spacing: 24.0 " C&C Dist a: NA ft Rep Facto Used: Yes Max Web CSI: 0.389 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0i/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. 1: NA GCpi: NA Plate Type(s): A - B 3 0 F - G 0 -2326 Wind Dfration: NA WAVE I VIEW Ver: 16.01.01B.0614.20 B - C 0 -1383 G - H 0 -2326 Lumber C- D 0 -2462 H- 1 0 -1400 Value Set: 13B (Effective 6/112013) D- E 0 -24E - F 0 -2479 I- J 1 0 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313Chords Tens.Comp. Chords Tens. Comp." uses design values ' approved 1/30/2013 by ALSC R - Q 812 0 O - N 2529 0 Q-P 1%8 0 N-M 1970 0 Plating MANotes t P- O 2480 0 M- L 813 0 All plates are 4X6 except as noted. s►�y *�% s F Maximum Web Forces Per Ply (Ibs) Hangers / Ties �tv�r ♦ Webs Tens.Comp. Webs Tens. Comp. (J) Hanger Support Required, by others � i tla No ��� ++ � A-R 0 -58 F-N 0 -275 Deflection R- B 0 -1133 G- N 0 -75 Max JT VERT DEFL: LL: 0.24" DL: 0.19". See detail '"® B - Q 794 0 N - H 485 0 DEFLCAMB1014 for camber recommendations. : Q - C 0 -814 H - M 0 -792 "„ C-P 812 0 M-1 816 0 Additional Notes ¢XE OF P - D 0 -399 I - L 0 -1132 + 2x6 continuous strongback. See detail r, E► E - O 70 -164 J - L 0 -41 STRBRIBR1014 for bracing and bridging r*x� O - F 292 -265 K - S 0 -3 recommendations. Webs are square cut except dbl diagonals or as ���J; otherwise shown. Truss must be installed as shown with top chord up. SERIAL 40 015A 38 FF 58 8180 8B 7F48 00 99 2E 85 FB V,4ItnmI,=be»alsc itr s nadwdsealsdbyFAar=lMartin", PE (Ft.. Lk.947IN21. thgdaSe shaven abaw w.'g a SN#i asxth Giil3q.iieir �Q. I ar4secdcaptcxaafxlisd aaenotcer��Srnd�gnazlandscaLd and tine �� avihentka��e m�F 6e xetsf�9 cn aer�c9ectrank-- �7ns. —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ —IMPORTANT• FURNISH THIS DRAWING TO ALL CONTRACTOf S INCLUDING THE INSTALLERS trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building .omponen Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary tracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathincl and bottom chord shall have a proper y ttached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, is applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise_ (2efer to irawings 160A-Z for standard plate positions. alpine, a division of ITW Building Components Group Inc. shall not be responsiblelfor any deviation from this drawing,any failure to build the cuss in conformance with ANSIJTPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page fisting this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability, rnd use of thIs thawing for any structure is file responsibility'of the gIII Ing Designer per ANSIlrPI 1 Sec.2. or more information see this iob's aeneral notes oaae and these web sites: ALPINE: www.aioinedw-M, M' TPI- w tninst om' SBCA• w-,hdndustm -- lrrc w irr_safe nm ft Job Number: 1360CS021 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Truss Label: FT11 8114 10'1" r 8'1"4 I 2 3F1'3� �3"12 PA 17� I" 102X4 =3X4 m2X4(R) 112X4 112X4 112X4 ...A B C D E F G H 20'3"12 Ply: 1 SEQN: 622745 / T43 / SY42 Qty: 2 1 FROM: DJH DRW: Wgt 238.0 Ibs I Page 1 of 2 .. I .. 29'5"12 1078 97 "q 27-4 P"„ i 3" a d 3"q I" iW�X4 =5X10 I� 112X4 112X4 =5X8 m5X6 I J KL M N O P Q 311 2' 09/29/17 39'7" , T11"12 PA t1 a y PA t"3"j4 P1 W=3X4 112X4 m2X4(R) 112X4 m2X4m3X4 m4X4 112X4 R S T U V W X Y Z ,, ,, AS AR AQ AP AO AN AM AL "AK AJ AI AH AG AF AE AD AC I ' AB =3X6 m4X4 M4X4 m4X10 m5X8 i-m5X10 m4X10 m4X4 R-.3XB r=3X6 �4X4 W=H0308 �5X8 W=3X4 20"I"ll Loading Criteria (pso Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Lac. from endwali: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 91 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.28" DL: 0.26". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 397' Snow Criteria ft,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.284 F 844 360 AT 972 / - / - / - / - / 7.5 Lu: NA Cs: NA VERT(fL): 0.504 F 476 240 AK 2585 / - / - / - / - 14.0 Snow Duration: NA HORZ(LL): 0.048 B - - AB 929 / - / - / - / - / 7.5 HORZ(fL): 0.083 B - - AT Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor. 1.5 AK Min Brg Width Req = 1.3 Bldg Code: FBC 2014 RES Max TC CSI: 0.990 AB Min Brg Width Req = 1.5 TPI Std: 2007 Max BC CSI: 0.933 Bearings AT, AK, & AB are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.767 Bearings AT & AB require a seat plate. FTIRT:12(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: 16.01.018.0614.20 A-B 1 0 N-O 2141 0 B- C 0 -1664 O- P 1083 -1089 C- D 0- 2845 P- Q 1083 -1089 D - E 0 - 2845 Q - R 527 - 2314 E- F 0- 3401 R- S 0- 3083 F- G 0- 3410 S- T 0- 3095 G- H 0- 3401 T- U 0- 3089 H - 1 175 - 2766 U - V 0 - 3089 1-1 666 -1625 V- W 0 -2667 g�!. tdr J - K 666 -1625 W - X 0 - 2667 11 ygvv4xa MAP�S dgtr K-L 666-1625 X-Y 0 -1573 L- M 1352 0 Y- Z 1 0 t" 4* +� M - N 3419 0 No 047182 'low WP Maximum Bot Chord Forces Per Ply (Ibs) lift w. Chords Tens.Comp. Chords Tens. Comp. AT -AS 945 0 AK-AJ 0 -3283 y AS -AR 2355 0 AJ-AI 233 -1453 sTATFAR-AQ 3198 0 AI-AH 1838 -769 Ai AQ-AP 3410 0 AH-AG 1838 -769 AP -AO 3181 0 AG-AF 2782 -273 �► �` �'� AO -AN 3181 0 AF-AE 3095 0 O AM-AAN-A�820 -990 AD-AAC 2223 0 L 0 2286 AC AB 900 0 SERIAL k A AK 40 01 SA38 FF 5B 81 B0 BB 7F48 00 99 2E 85 FB rttcttamA„o�enckttrcrss�ncdlsc�tcdhyra>ziea�ca Maximum Web Forces Per Ply (Ibs) PE(r+..uc.04rissloa Webs Tens.Comp. Webs Tens. Comp. albhenttrat&�ascc3r_ AU -AV 0 -3 AK- N 0 -994 ermnacrgoxseietsdK zranot =mldmdAgnod-9ssaW A -AT 0 -41 N-AJ 1612 0 andu&.asazm=ydectmnk AT-B 0-1316 AJ-O 0 -1566 ctoks.. B -AS 999 0 O -Al 1300 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI `"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this pawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more Information see this lob's general notes page and these web sites: ALPINE: www.al ineftw.com: TPI: www. inst.o ; SBCA: www.sbcindusl .com; ]CC: www.icesafe.org i Job Number. 136DCS021 Ply: 1 SEQN: 688654 / T41 / SY42 4EJB 2807-Elie "D" OL OW16/DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: JAH DRW: Truss Label: FT12 Wgt 64.4 lbs / ... 09/29/17 T Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " f - - 1712 -+- 1'4" (TYP) A B C D E F G H I T =2X4(R J 3"8 =2X4(R 38 S K R Q P O N M L 1178 11'3"8 Wind Criteria Snow Criteria (Pg,Pf in PSF) DeFl/CSI Criteria Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.000 1 999 360 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.001 1 999 240 Category: NA Snow Duration: NA HORZ(LL): -0.002 B - - EXP: NA HORZ(fL):-0.003 B Code / Misc Criteria Mean Height: NA ft Creep Factor. 1.5 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.095 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.021 C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.035 Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): VIEW Ver: 16.02.01D.0314.13 Wind Duration: NA WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #1 Bot chord 42 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. xac Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. *y Truss must be installed as shown with top chord up. SERIAL* 40 015A 38 FF 5B 81 BO 88 7F 48 00 99 2E 85 FB Mg lurnAutmeasaa9 waled br)Au tl Martbn'es, ?E(R., Lk.0471221 on the daft Shatvnaba Mkii aSHAII zmtenC:Ca. ' Saa3a Revd ct�Aarrarltxs drecxc�-aaaa rat cmddxvad stgnad.and zralad and trut.SK44 auffientsaskseode nut baredfied m myeledrank mrjck ♦ Maximum Reactions (Ibs), or `=PLF Loc R /U /Rw /Rh /RL /W K' 109 /- /- /- /- 1135 S Min Brg Width Req = - Bearing S is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-B 1 -1 E-F 1 -1 B-C 1 -1 F-G 1 -1 C-D 1 -1 G-H 1 -1 D-E 1 -1 H-I 1 -1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. S-R 1 -1 O-N 1 -1 R-Q 1 -1 N-M 1 -1 Q-P 1 -1 M-L 1 -1 P-O 1 -1 L-K 1 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-S 0 -83 J-T 0 -3 I-K 0 -65 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens_ Comp. B-R 0 -155 F-N 0 -135 I C-Q 0 -128 G-M 0 -128 D-P 0 -135 H-L 0 -155 E-O 0 -133 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ggwire extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building t Safety Information, byY TPI anc7'SBCA) to'r safety practices prior to performing these functions. Installers shall provide temporary r BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly )id ceilmpp Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, e. AppTy plates to each face. of truss and position as shown above and on the JoinFDetails, unless noted otherwise. (2efer to 60A-Z far standard plate positions. a division of I NI 1; or for m acceptance r any structure ral rotes page and its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS021 I Ply: 1 SEQN: 681717 / T39 / SY42 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: DJH DRW: Truss Label: FG1 I Wgt: 46.2 Ibs .. / ... 09/29/17 Loading Criteria (pst) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BOLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/112013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac=1.00I Plate Dur.Fac =1.00) TC- From 50 plf at 0.13 to 50 plf at 4.17 BC- From 5 pit at 0.00 to 5 pit at 4.17 TC- 1102 lb Conc. Load at 0.31, 2.31 Hangers / Ties (J) Hanger Support Required, by others Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. f 1,3°---I I�-I E31 F3 i �'� I - 1,3,E 111�(6 =�x6111�X6=Sx6 myx6 =_& =3X6 4'2" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.019 C 999 360 H 1674 /- ! - I - I - / 6.0 Lu: NA Cs: NA VERT(TL): 0.030 C 999 240 F 754 / - / - / - / - ! - Snow Duration: NA HORZ(LL): 0.003 F - - H Min Brg Width Req = 1.3 HORZ(TL): 0.004 F - - F Min Brg Width Req = - Code / Misc Criteria Creep Factor. 1.5 rigid Bearing H is a 9�d surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.481 TPI Std: F007 Max BC CSI: 0.234 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.242 Chords Tens.Comp. Chords Tens. Comp. FT/RTA1 (0)/10(0) Mfg Specified Camber: A - B 21 -1 C - D 0 - 833 Plate Type(s): B- C 0 -833 D- E 0 -17 WAVE I VIEW Ver: 16.01.018.0614.19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. H- G 668 0 G- F 772 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ A-H 7 -1031 G-D 136 0 H- B 0- 934 D- F 0 -1023 B-G 364 0 F-E 82 0 C-G 4 -454 E-F 0 -128 o 047102�s ` � e it r 10, STATE00 091. , d 40 015A38 1�1`56 8160 BB 7F48 00 99 2E 85 FB Thli iternAaabeen'kokare�ay%trigd mid s.alad'by flan ltaarur=, €SE(R. Uc. 04ltII2.. thedate shawa abaw wing aSHR»i and the =Iw. "'WARNING" READ AND FOLLOW AL —IMPORTANT** FURNISH THIS DRAWING TO ALL a division of ,IF,i i,orrorn acceptance any structure eu9 d�rszcra ma not ccrml'�ersd d0^na3and scaled �daatarscra>a rnr .t Ca �dfcd eracyalectmrak INCLUDING THE INSTALLERS I.. Refer to and follow the latest edition of BCSI (Building ming these functions. Installers shall provide temporary uctural sheathing and bottom chord shall have a properly lave bracing installed per BCSI sections B3, B7 or 10, on the Join f Details, unless noted otherwise. kefer to r any deviation from this drawing,any failure to build the :ing of trusses.A seal on this drawing or cover pa e msibility solely_for the design shown. The suitability Job Number: 136DCS021 Ply: 1 SEQN: 622742 / T28 / SY42 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: DJH DRW: Truss Label: FG2 Wgt: 240.8 Ibs Page 1 of 2 .. / ... 09/29/17 8'1"4 8'1"4 a '�t"3"M 11 P"A F,., m4X6 R) m4X4 m3X4 B C D E F ti 10'1" 29'5"12 31-5"1 8 39'7" 2' 19'4"8 2' 1 T 11 "12 i a P"�I {JyN a Wj4 W!F3a ""1 f- 2-4"6 -1 P".� 12 "'.IyP"14 P 3; W=3X4 112X6 W=3X4 =2X4(R) =4X4 m4X6 m5X6 m6X8 =8X10 =6X10m4X6 m3X4 m3X4 m4X4 m4X6 G H IJ K L MN O PQ R ST U V W X Y Z AA ABs„ via A AV AU AT AS AR AQ AP AO m4X4 =4X6 =3X6 ;=-3X4 m4X4 m4X4 =4X10 m4X10 W=3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BOLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 65.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 :W24 4x2 SP #1: Lumber value set "l38" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) TC- From 100 plf at 0.00 to 100 plf at 39.33 BC- From 10 plf at -0.13 to 10 plf at 39A6 TO- 754 lb Cone. Load at 23.69 Plating Notes All plates are 2X4 except as noted. Deflection Max JT VERT DEFL: LL: 0.29" DL: 0.16". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 20'1"8 AMAL AK AJ Al AH AG AF AE m6X10m5X6 m4X4 m3X4 m3X8 m3X6 a4X6 W=3X4 19'5"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W PY NA Ce: NA VERT(LL): 0.294 W 784 360 AW 839 / - I - l - 1- l 7.5 Lu: NA Cs: NA VERT(TL): 0.459 W 501 240 AN 3307 / - / - / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.049 AD - - AD 937 / - / - 1- / - / 7.5 HORZ(TL): 0.076 AD - - AW Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 AN Min Big Width Req = 1.3 Bldg Code: FBC 2014 RES Max TC CSI: 0.937 AD Min Brg Width Req = 1.5 TPI Std: 2007 Max BC CSI: 0.851 Bearings AW, AN, & AD are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.740 Bearings AW & AD require a seat plate. FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp, WAVE VIEW Ver: 16.01.018.0614.2D A-B 1 0 O-P 4482 0 B-C 0 -1384 P-Q 0 0 C- D 0- 2292 P- R 649 0 D- E 0 -2292 R- S 0 -1221 E- F 0- 2435 S- T 0- 2393 F- G 0- 2436 T- U 0- 2393 G-H 0 -2418 U-V 0 -3139 H-1 0-1496 V-W 0 -3150 t}�1tjs 1-1 0 -372 W-X 0 -3143 �- J- K 0- 372 X- Y 0- 2698 K-L 0 -372 Y-Z 0 -2698 L- N 1877 0 Z -AA 0 -1589 M- N 0 0 AA -AB 1 0 N - O 4482 0 lot No. 04l11,52e AW + CC ,STATE$ Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AW-AV 805 0 AM -AL W9 -119 AV -AU 1944 0 AL -AK B89 -119 (' q)j��► AU -AT 2488 0 AT -AS 2436 0 AS -AR 2049 0 AK-AJ AJ-AI AI-AH 1923 1923 2853 0 0 0 e detl ebridging �`� ON 8009 STRBRIBR1014 forrbrac bracing and AQ AP 9679 0 AG AF 0 recommendations. 4snil E#29 SL #. AP -AO 0 -759 AF-AE 2246 0 Webs are square cut except dbl diagonals or as 40 01 SA 38 FF 58 81. SO BB 7F 48 00 99 2E 85 FB AO -AN 0 -2994 AE-AD 908 0 otherwise shown. AN -AM 0 - 2368 Truss must be installed as shown with to chord u P p. T6lr lturnirasbx c{attmn9csk}s%ncd ZMwfcd iry 7Aan lMartini, PE(FL. Lk. nbseaz(w11hedate srmwaWXMwaogaSMA.a a;ther1==nemdc. Maximum Web Forces Per Ply (tbs) Webs Tens.Comp. Webs Tens. Comp. emcedcopa=afttkdw rAmot C=ndd..ds4umdand=hd .61t 4wAO:authcnrta-3mwdcrnwtbcacrtfiedcaaard"Ironc AX-AY 0 -2 AN-P 0 -2870 CWID . A -AW 0 -42 P -AM 2391 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rd ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildipht�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ _ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. For more information see this io6s aeneral notes Daoe and these web sites: ALPINE: www.alo(neitw.com: TPI: www.Wnstorq: SBCA: www.sbdndustrv.com: [CC: www.iccsafe.orq Job Number: 136DCS021 Ply: 3 SEQN: 688564 ! T58 / MONO 4EJB 2807-Elle "D" OL OW16 /DR Horton 14EJB 2807-Elie "D" OL OW1 Qty: 1 �Wgt: FROM: JAH DRW. Truss Label: FTG1 99.4 Ibs / ... 09/29/17 15"1 3'4" 5'9"12 7'9"12 10'4" 12'10"8 15'6'8 15'11"8 15"I' 2'11" 2'5"12 + 2' { 216"4 2'6"8 2'8" 5" 1112X4 1112X4 =3X4 A B=5X12 C D E F G =5X12 L K J I H 1113X4 =3X4 1113X4 2'8"8 2,9" 2'6" 2'9"8 2'8" 2'6"8 28"8 15'5"8 7-11"8 1 1019, 13'5" 115'11"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 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: 10.00 Speed: 85 mph Pf. NA Ce: NA VERT(LL): 0.316 D 607 240 N 3690 / - 1- / - ! - 14.0 BCLL: 0.00 Enclosure: Open Lu: NA Cs: NA VERT(TL): 0.493 D 388 180 O 3590 / - / - / - / - / 7.5 BCDL: 5.00 Risk Category: Snow Duration: NA HORZ(LL): 0.044 A - - Wind reactions based on MWFRS ' EXP: B Des Ld: 55.00 HORZ L 0.069 A (T )= N Min Br Width Re 1.5 g q' Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 O Min Brg Width Req = 1.5 TCDL: 0.0 psf Soffit: 0.00 BCDL: 0.0 Bldg Code: FBC 2014 RES Max TC CSI: 0.560 Bearings N & O are a rigid surface. O psf Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.568 gearing requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.883 Maximum Top Chord Forces Per Ply (Ibs) Lac. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.00 Plate Type(s): Wind Duration: 0.00 WAVE VIEW Ver:16.02.01D.0314.13 A-B 0-3057 D-E 0 -5019 Lumber Deflection B- C 0 -4998 E- F 0 -4722 C-D 0 -5013 F-G 0 -2892 Value Set: 13B (Effective 6/l/2013) Max JT VERT DEFL: LL: 0.32" DL: 0.18". See detail To chord 2x4 SP #1 P DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Maximum Chord Forces Per Ply (Ibs) Bot chord 2x6 SP M-26 Chords Tens.Comp. Chords Tens. Camp_ Webs 2x4 SP #3 :Ml, M5 2x4 SP #1: Lumber value set "13B" uses design values N - M 20 0 K - J 4774 0 approved 1/30/2013 by ALSC M - L 3264 0 J - 1 3101 0 l L-K 5013 0 I-H 17 0 Nailnote' Nail Schedule:0.128"x3", min. nails !ue'i if Maximum Web Forces Per Ply To Chord: 1 Row 12.00" o.c. @ x ���+ ax aP (Ibs) Webs Tens.Comp. Webs Tens. Comp. Bott Chord: 2 Rows 6.00" o.c. (Each Row) 0 E J 0 Webs : 1 Row @ 4" o.c. �+ A - N -1070 - -178 Repeat nailing as each layer is applied_ Use equal 2 Vie: M - B 0 -709 F - I 0 -719 spacing between rows and stagger nails in each row L - C 0 -97 G - H 0 -1073 to avoid splitting. e D - K 52 -7 Special Loads a --(LumberDur.Fac=1.00/Plate Dur.Fac.=1.00) •, `" E OF Maximum Gable Forces Per Ply (Ibs) TC- From 50 plf at 0.00 to 50 plf at 15.96 - rt R4 Gables Tens.Comp. Gables Tens. Comp. If at 0.00 to BC- From 5 5 If at 15.96 P P° ° 40 re A- M 3206 0 J- F 1748 0 BC- 915 lb Cone. Load at 1.85, 3.85, 5.85, 7.85 9.85,11.85,13.85 v, +� 863 I-G 3054 0 13 K-E 8 0 Plating Notes All plates are 4X10 except as noted. 40 015A38 FF 53 8180 8137F48 00 99 2E 95 1`8 Purlins iih i Wm hasDzarn ei=xtrrsxecaP'xys&ped.wd ssalad by ifxrue9 Martinez, The TC of this truss shall be braced with attached . . uc.047mla,thacawthcwna a nsassrna spans at 24" oc in lieu of structural sheathing. aneta tcc�a. Additional Notes trdccpfasarxiescrs"rtccmtradsa� aal�� mad theg% xrihan aziczteerCa rnrra[ Ban a &Wmasidactrak Truss must be installed as shown with top chord up. Win,., "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 Component Safety Information, byy TPI SBCA) for shipping, installing and bracing. Refer to and follow the latest edition of to these functions. Installers shall BCSI (Building temporary an safety practices prior performing provide bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Appty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildingp�Components Group with 1, for handliA Inc. shall not be responsible for any deviation from this drawing,any failure to build the installation bracing trusses.A on this drawing or cover truss in conformance ANSI or shlppinq, and of seal page. . listing this drawing indicates acceptance of pro-fessionR engineering responsibility solely for the design shown. The suitability this drawing for is the responsibility of the Building Designer ANSI/TPI 1 Sec.2. and use of any structure per For more information see this'otft general notes pacte and these web sites: ALPINE: www.al ineftw.com; TPI: www. inst.o ; SBCA www.sbcindu .corn; 1= www.iasafe." Job Number: 136DCS021 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Eile "D" IOL OW1 Truss Label: FTG2 5" 2'7"15 5" 2'2"115 A 4X10 I W2 Wgt 54.6 Ibs I FROM: JAH 87 / T38 /FLAT I DRW 5'0"6 I 71511 17t1 Qtt )� 2'47 T 24"10 15" 1112X4 = 3X4 = 3X10 BCp 0 jF I =5%2 =4X10 E 1113X4 1113X4 09/29/17 27"15 I 2t9"7 2715 I 5151`6 2'4"10 7'10" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: N I Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph PY NA Ce: NA VERT(LL): 0.051 C 999 360 H 2953 / - / - / - / - f 6.0 BCLL: 0.00 Enclosure: NA Lu: NAII Cs: NA VERT(TL): 0.079 C 999 240 E 2463 / - / - / - 1- / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.009 A - - H Min Brg Width Req = 1.7 Des Ld: 55.00 EXP: NA Mean Height: NA ft I HORZ(TL): 0.014 A - - E Min Brg Width Req = 1.5 Bearings H & E NCBCLL: 10.00 TCDL: NA psf Code IFI isc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.547 9 are a rigid surface. Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Stdj 2007 Max BC CSI: 0.633 Maximum Top Chord Forces Per Ply (ibs) Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.484 Chords Tens.Com Chords P• Tens. Coin P- Loc. from endwali: NA FT/RT:20(0)/10(0) Mfg Specified Camber: A - B 0 -2410 C - D 0 -2254 I: NA GCpi: NA Plate Type(s): B -C 0 -2410 Wind Duration: NA WAVE I VIEW Ver: 16-02.01D:0314.13 Lumber Maximum Sot Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 6/112013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x6 SP #1 H - G 19 0 F - E 19 0 Bot chord 2x4 SP #1 G - F 2521 0 Webs 2x4 SP #3 :W2, W6 2x4 SP #1: Lumber value set "13B" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Naiinote- Nail Schedule:0.128"x3", min. nails ` A- H 0 -1450 C- F A - G 2541 0 F - D 0 -914 2393 0 Top Chord: 2 Rows @ 3.50" o.c. (Each Row)+ -� R ,e B - G 0 - 830 D - E 0 -1203 Bot Chord: 1 Row @12.00" o.c.� G - C 2 -120 Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails NO 471 in each row to avoid splitting. . w. Special Loads —(Lumber Dur.Fac =1.00/ Plate Dur.Fac =1.00) TC- From 50 If at 0-00 to 50 If at 7.83 P P BC- From 5 at 0.00 to 5 at 7.83 STATE OF calf calf TC- 1098 Ib Conc. Load at 0.35, 2.35, 4.35, 6.35 1:,� "P " es TC- 191 Ib Conc. Load at 2.81' ire TC- 201 lb Conc. Load at 4.81, 6.81 Puriins ' The TC of this truss shall be braced with attached SERLALA spans at 24" oc in lieu of structural sheathing. 40 015A 38 FF 5B 81 S08B 7F49 00 99 2€ 95 FB Ti'ik Itemhai wfined zveI waled by tAa "l mzrw a; Additional Notes PEQFL. Lk. tRit iwelt d=sffawla&I wng awm.'L Truss must be installed as shown with top chord up. askketstknazr"rze. tedCOPM.4r�1 dcccrw��taaemat cnatZemli73rz s�dsealed anE tic&Kool set�6mIlmcede mwt be vtdf&d ratacryd"trar»k c00as. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re9uire extreme pre in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and'SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attachedcablriggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applie. Appiy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW 8uildi hcLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawing indicates acceptance of professions engineeripg responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the, Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS021 Ply: 2 SEQN: 688540 / T51 /FLAT 4EJB 2807-Eile "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: JAH DRW: Truss Label: FTG3 Wgt: 28.0 Ibs / ... 09/29/17 2,2' 4,4" 271 2,2" T 1 F Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 500 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 2.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads —(Lumber Dur.Fac. 1.00 / Plate Dur.Fac.=1.00) TC- From 50 pff at 0.00 to 50 plf at 4.33 BC- From 5 pff at 0.00 to 5 pff at 4.33 TC- 860 lb Conc. Load at 1.35, 3.35 TC- 191 lb Conc. Load at 2.81 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. A 3X4 1112X4 = 3X4 BC 2'2" 27' 2'2" 414" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NP Pf NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Sid: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.011 B 999 360 VERT(TL): 0.016 B 999 240 HORZ(LL): 0.002 A - - HORZ(TL): 0.003 A - - Creep Factor: 1.5 Max TC CSI: 0.537 Max BC CSI: 0.103 Max Web CSI: 0.373 Mfg Specified Camber: ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W F 971 1- l- I- l- /6.0 G 1177 /- /- /- /- 16.0 F Min Brg Width Req = 1.5 G Min Brg WidthReq = 1.5 Bearings F & G are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 0 -716 B-C 0 -716 VIEW Ver: 16.02.01D.0314.13 1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. F-E 11 0 E-D 14 0 ND 047107. 40015A98FF5091808137F4900992E95 FB 75btnitamhsat tecfxtarc rrz nadzdwaladbyrsw clR4arth=& E`ery. 'w.M.047t$zt C6 taCe3Y@.cnawn ati¢vm fY fl�asi#A+3. a�ertaratiea,�fa. z3�stad c�5ysd'ti�s dffirrrmtms not ccrs7esam9 s�nsd an9 :salad w,a t1,4EA3 a-AhanGcaficascodtn tb ,a df3d tar anydeamnis caps Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- F 0- 464 E- C 779 0 A- E 783 0 C- D 0 - 567 B-E 0 -709 '*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling 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 o�herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propen id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, e. Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherv✓ise. (2efer to 60A-Z for standard plate positions. of �I rl i, or for acceptance any structure failure to build the g or cover pa e_ rn. The sui bthty i�Bolsecascade Triple 1-3/14" x 16" VERSA -LAM® 2.0 3100 SP Floor Beam\BM1 Dry' 1 span I No cantilevers 1 0/12 slope September 29, 2017 08:53:36 BC CALL® Design Report Build 6080 File Name: 136DCS021-Beams&Joist.bcc Job Name: 4EJB 2807-Elle "D" Description: Designs\BM1 Address: Lot 21 Creekside 136DCS021 Specifier: City, State, Zip:, FL Designer: Jason Hill Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: 20.06-12 Horizontal Product Length = 20-06-12 Reaction Summary (Down / Uplift) (lbs) l Bearing Live Dead Snow wind Roof Live BO, 3-1/2" 2,163 / 0 2,186 / 0 B1, 3-1/2" 2,840 / 0 2,437 / 0 Load Summary Taa Description 1 Standard Load 2 Wall 3 Corner Jacks 4 End Jacks Ref. I Start Live Dead Snow wind Roof Live Trib. End 100% 90% 115% 160% 125% Unf. Area (lb/ft^2) L 00-00-00 20-06-12 40 15 Unf. Lin. (lb/ft) L 00-00-00 20-06-12 0 110 Trapezoidal (lb/ft) L OI -00-00 0 0 07-00-00 245 91 Unf. Lin. (lb/ft) L O7-00-00 20-06-12 245 91 Value %Alllowable Duration Case Location Pos. Moment 25,313 ft-Ibs 45.2j/0 100% 1 10-06-09 End Shear 4,424lbs 27.7i/6 100% 1 01-07-08 Total Load Defl. U473 (0.51 ") 50.7°(a n/a 1 10-04-05 Live Load Defl. U889 (0.271 ") 54°(o n/a 2 10-04-05 Max Defl. 0.51" 68a(o n/a 1 10-04-05 Span / Depth 15.1 n/a n/a 0 00-00-00 Squash Blocks Valid % Allow % Allow Bearing Supports Dim. (L x M Value Support Member Material BO Post 3-1/2" x 3-1/2" 4,349 Ibs n/a 47.3% Unspecified B1 Post 3-1/2" x 3-1/2" 5,277lbs n/a 57.4% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is� required at this bearing. Notes Design meets Code minimum (U240) Total load deflectic Design meets User specified (U480) Live load deflection Design meets arbitrary (0.75") Maximum Total load deflei Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 criteria. 0 0 01-00-00 n/a n/a n/a n/a 40 01 5A 38 FF 58 81 BO 8B 7F 48 00 99 2E 85 FB This Iminhn &,m 21mrb=k2&fs5pvdzed�Ud by Memel Mattiar, n rai, L&- n7aaa) ante&W siwein ab =ftawml nabthanlfsaWncadie. piwad eopkIOVr'.sdoemmaare nel c&Wad%Plda d=kd =,d kfw-We1aAm tkadm ea3etmzct be �c cHElad Ca=1 das Wr& cr�iax. i®eolsecascade Triple 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Floor Beam1BM1 Dry 11 span I No cantilevers 1 0/12 slope September 29, 2017 08:53:36 BC CALCO Design Report Build 6080 File Name: 136DCS021-Beams&Joist.bcc Job Name: 4EJB 2807-Elie "D" Description: Designs\BM1 Address: Lot 21 Creekside 136DCS021 Specifier: City, State, Zip:, FL Designer: Jason Hill Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: Connection Diagram Disclosure �I b d Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for • O • O • particular application. Output here based c on building code -accepted design properties and analysis methods. • • Installation of Boise Cascade engineered e O O O wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call a minimum = 2" c = 11" (800)232-0788 before installation. b minimum = 3" d = 6" e minimum = 3" BC CALC®, BC FRAMERS, AST"" ALLJOISTO, BC RIM BOARD-, BCI®, Nailing schedule applies to both sides of the member. BOISE GLULAM- SIMPLE FRAMING Member has n0 side loads. SYSTEM®, VERSA -LAMB, VERSA -RIM PLUS®, VERSA -RIM®, Connectors are: 3-1/4 in. Pneumatic Gun Nails VERSA -STRANDS, VERSA-STUDO are trademarks of Boise Cascade Wood Products L.L.C. 40 01 SA38 FF 58 8120 88 7F 48 00 99 2E95 F6 3tala itam La bren ekttraarngf geed amd=W by ld�l Martke. "I In. Ur- eanaal an the t'aecahown abmt : o a 59&,l ar9iantkatimsade P&tad ecpkiol tdc doc a a=aal cmcaL&. td dgm de dca kd wddw vioi saffimtdzit nwic natet br wdfbd m atryrel.amre Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Orr. 120 noh Wind S-cf. IS' Mean Helnht. Pnrtlally Enclosed. Exnnsure 11. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) 1x4 'L' Brace N (1) 2x4 'L' Brace x (2) 2x4 'L' Brace II. (1) 2x6 'L' Brace ■ (2) 2x6 'L, Brace it Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8. 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' - S PP F #3 3' 8- 5' 9' 6' 2' 7' 8' 7' ti' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' F Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6- 12' C' 12' 6' 14' 0' 14' 0' c Q H Standard 3' 8- 4' it' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' li' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 1 7' 10' e' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' -� S P #2 3' 10' 1 6' 7' 6' 10' 7' 9' e' 11. 9' 3- 9' 7' 12' 2' 12, B' 14' 0' 14' 0' D F #3 3' 9' 5' 3' 5' 7- 6' Ill 7' 5' 9' 2' 9' 7- 10' 11' 11' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7- 10, it, 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2- 6' 7' 8' 4' 8' 11' 9' 8' 10' 4- 13' 1' 14' 0' U_ r #1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10, 7' ill 0' 13' 11' 14' 0' 14' 0' 14' 0' 'i > S P r #3 4' 2- 7' i' 7' 9- 8' 9' 9' V 10' 5' 10' 10- 13' 9' 14' 0' 14' 0- 14' 0' U O I i P f� Stud 4' 2- 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' B' 10, 5' 10, 10, 12, 8' 13' 7' 14' 0' 14' 0' #1 4' 7- 7' 7- 7' 11' 9' 0' 9' 4' 10' e' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 51 1 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13' Ill 14' 0' 14' #3 4' 4' 6' 5' 6' 10' e' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14, 0- 0) D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10' it, 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2- 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' t0' 10, it, 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' B' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d u X U O S P F t F I�l #3 4' 7' B' 2- 8' 5' 9' e' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14. 0' 14' 0' stud Stud 4' 7- 8' 2' 8' 5' 9' 8' 10, 0' Ill 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' d 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' Ill 6' 12' 0' 140' 14' 0' 14' 0' 14' 0' 01. 5' 1' e' 5' e' 8' 9' 11' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' V 14, 0' d S P #2 4' 10' 8' 3' 8' 7- 9' 9' 10, 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4- 7' 10' 9' 8' 10, i' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' 01i.---I D F L Stud 4' 9' 7' 4' 7' f0' 9' 8' 10, 1' It' 7' 12, 0' 14' 0' 14' 0' 14' 0' l4' 0' Standard 4' 7' 6' 6' 6' il' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Bracing Group Species and Gradesi Group AI S race -Pine -Fir Hen -Fir tl! / #2 Standard #2 Stud #3 Stud tl3 Standard Dou Ins Fir -Larch Southern Pine... 13 #3 StudI iStud Stnndnrd Stnndnrd Group Bit Hen -Fir NI 6 Btr #1 Do Ins Fir -Larch Southern Plne.s. tll #1 tl2 #2 lx4 Braces shall be SRB (Stress -Rated Board), ■.For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values me be used with these rode.. Gable Truss Detail Notes, Vind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load), Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.12Sfx3,0=m1n>-nits.- Ati U' able Truss bracer space nails at 2- o.c, _ In IS' end zones and 4' ae between zones. (2) 'L' braces- space nalls at 3' o.c. Diagonal brace option, in IS' end zones and 6' o.c between zones. In -vertical a -I ngih mayb T doubled when diagonal 18' 'L' bracing must be a minimum of 80% of web brace Is used. Connect L member length, diagonal brace for 600# Gable Vertical Plate Sizes at each end, Max web Brace total length Is 141. 11111E Vertical Lennth No Splice 2x6 DF-L #2 or Less than 4' 0' 2X3 _ better diagonal r" Greater than 4' 0', but 3X4 Vertical length shown bracef single 8, less then IL' 6' Greater than 11' 6' 4X4 In table above. IIII I 45• or double cut Cos shown) at L 1 4 Refer to common truss design for upper end, peak, splice, and heel plates. S'BRefeaddressed r to the Bby Ithisng Ddeetaiir for conditions I///t/ Connect dingona at �0011 not mid alnt of vertical web, Refer to chart above forenrint11%, ..flp LL�1tddt9 th f WARNMISM IM AND FULLDV ALL NaTES-m TMS DPA11IIVG1 ..DfMTMT- FtXMIISH TMS WAVMG TD ALL CONTRACTORS INCLUDING Tie VIST&LERs Q` \G NS 2�'. REF ASCE7-10-GAB16015 Trusses requlrc extren. care in fabricating, handtng,•sNpping, Installing and bracing. RafeO to and ? F = Follow the latest etlitbn of SCSI (BuAdNp Component Safety Inforrwtlon, by TPI and SBCA) four. safety,"4( practices prior to performing these functions. Installers shall provide tanporary brats par SL =bottBC y _,. DATE 10/Ol/14 Unless noted otherwise, top chord hag hove proper4y attached structural sheathing chord shall have a attached rigid telling. Locations shown For pernnnent lateral restraint of webs Ir _ DRWG A16015ENC101014 property Apply plates to enudu face ' Ien as sham above sectionsB7 nr B10, as unless shall have bracing Installed par BCSL sections the of truss and bracing on the 7 cr B10, s, antics noted othareise. ^' Refer to drawings 16OA-2 for standard plate posltbns Alpine, divldon of ITV Buadin0 Components Group Inc shall not by respansmle For arty derinSlon from Fr /+N lrwaowtP�Nlr this dra.fg, any CdWrc to build the trays h pnmfornance .Im ANSIRPI 1, or for hand g, shWDhg. Installation IL bracing of tr us . O RI� �.�� \ \ MAX, TOT, LD, 60 PSF A soul on this draving or cover page Ustbhg this dm.ho, Indicates acceptance of peofessimal g'r!% •nOLreertrq resporub0lty solMr'osPonsEa,tY ode.10. showmof this drawingP the BuRd%V DoslPrer fr Is AHSLiPL 1 Sec2. �� nnl Drive ruby st,vcttee Per this these re � e Eanhciry,Mos004s Earth City, For non etformatlon s.a Job's general notes P.O. and web eItes+ ALPIND nuatchelt-onf TPD www.tolmstargf SBCM ww..sbc1ndustry.argl IM wwwlccsaFearg MAX, SPACING 24,0 MAX. Gable Stud Reinforcement Detail ASCE 7-10; 160 mph Wind Speed, 30' Mean Height, EncCosed, Exposure C, Kzt = 1,00 Ora 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 ❑ri 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nn, lPn mnh WIm,J Sn,a—l_ an' Mnnn Holnht. Pnrtintiv FnrIn—ei. Exnnsure n. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Specles Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Braces (1) 2x6 'L' Brace x (2) 2x6 'L' Brace I■ Group A Group B Group A Group H Group A Group B Group A Group B Group A Group B #1 / #2 3' B' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13, 9' 14' 0' P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' US F" Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' Ill ill 13' 7' 14' 0' 0 f 1 f H Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, 1' 14' 0' u1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' Ill 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' 03 3' 7' 4' 10' 5' 2' 6' 5' 6' I1' e' 9' 9' 1' 10, 1' to, 10' 13' 8' 14' 0' ou D P L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10' 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' e' 11' 9' 7' 12' 2' 13, 0' �-% #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' _ U S P F LI #3 4' D' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' t0' 4' 13, 1' 13' 7' 14' 0' 14' 0' 0 �l Standard 4' 0' 5' 8' 6' 0' T 6' 8' 0' 9' Ill 10' 4' 11' 10' 12, 8' 14' 0' 14' 0' QJ #1 4' 5' 7' 3' 7' 6' 8' 7' 8' Ill 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' t0' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Q1 D F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' to, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 5' 1 7' 7' 8' V 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' X U O H F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' t0' Ill 11' 5' 14' 0' 14' 0' 14' 0' 14, 0' Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' #1 4' 10' e' 0' 8' 3' 9' 5' 9' 9' ill 2' 1t, 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' il' 8' 2' 9' 4' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10' 7' 3' 9' V 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' DF L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' V 8' 7' 10, ill 11' 5' 12, 8' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades, Group Al Spruce- me- Hem -Fir k1 / 02 Standard a2 Stud a3 Stud a3 Standard Dou las Fir -Larch Southern Pinexxx 03 #3 Stud Stud Standard I Standard Group BI Hem -Fir aI Btr Xl Dou has Fir -Larch Southern Plnewww at al a2 a2 Ix4 Braces shall be SRB (Stress -Rated Board). wwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these mrades. Gable 1 russ lJetodt Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Land). Gable end supports load from 4' 0' outlookers with V 0' overhang, or 12' plywood overhang. Attach 'L' braces with IOd (0.128'x3.0' min> nails. About l� )1( For (1) 'L' brace, space nalls at 2' o.c. able Truss In IS, end zones and 4' o.c. between zones. )1 )War (2) 'L' braces space nails at 3' o.c. Diagonal brace option, T In 18' end zones and 6' o.c. between zones. vertical length may be doubled when diagonal IB' X 'L' bracing must be a minimum of 80% of web brace Is used. Connect L member length. diagonal brace for 690a 'L' Gable Vertical Plate Sizes at each end. Max web Brace total length Is 14'. W)K Vertical Len tin No Splice I 2x6 DF-L X2 or Less than 4' 0' 2%4 better diagonal T Greater than 4' 0', but 04 Vertical length shown I braces single B. less than t2' 0' ove. In table ab 45' or double cut (as shown) at L 1 * RePer to common truss deslgn for upper end, peak, splice, and heel plates. ontlnuous Bearing Refer to the Building Designer for conditions Connect diagona at 111111111/ length, not addressed by this detall. midpoint of vertical web. Refer to chart above for max gdR`�e r(Nah —11ARN1113- READ AND FOLLOW ALL NOTES tN THIS DRAWM ..WMTANT— FURMISH THIS DRAVRIG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .�` ` \V REF ASCE7-10-GAB16030 DATE 10/01/14 Trusses require extreme care In Pabri-tha, handling, shand bracing. Installing abracing. Refer to and Fallow the latest odltion of BCSI G KcUno Component Safety Inforration, by TPI and SECA) for safety ^ `��Q` ���� ` practkes prior to port—Ing these functions. Installers shad id prove temporary brad per BCS1 button chord DRWG A16030ENC101014 I7 I� unless noted otherwise, top ch-d shall have property attached structur.t sheathing on shall have a properly ottochetl rlpld ceiling. Locations SVn..1 for permanent lateral restraint of webs Shall have bracing Installed per BEST sections 83, B7 or 810, as oppecabie. Apply plates to eu h face of trust aM pocltlon ac sham above and on the Joint Details, unless noted otherwlss. _ 1do C' = I IL��ItJr=� 11I�— RePer to drosings 16OA-Z for standard plate positions, datian from ATE OF AN ITWCOMPANY Alpine, a devl ivlslon of ITV BAdin0 Components Group Inc shalt not be resp—We for any thls drowbig, any faawe to build the truss In —Formate .Ith ANSI/TPI 1, or for hwdUna, shipping, %'0 (� ll�� �t MAX. TOT. LD. 60 PSF installation L bracing f trusses A ..at on this &rowing a covsr page listbg this dro.tg, bd4:ates acceptancw of professlawl Par the da•Ian The use of this d ..Yg ` �! Fl Otive m�+eerirg responsb6lty solely shown sultabtlty and for any strlct+rs hi the resporuatJllty of 'the Building Designer per ANSI/TPI 1 S.ra. iF y MAX, SPACING 24,0' 13389 Lakellonl Eadh City, MO 63045 For more Information see this Job's general notes page and these web sites+ t*•p °pf�f, �QN& ALPINO www.alpinuitw.caei TPD ww.tpinstwgi SECA$-w.Sbcbxductryargi ICO www)ccsafearg ,++' 10 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. Gable vertical length greater than 48' 'L' 3r 'T' brace required Gable Truss Plate Sizes 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. Exampler 2*2X4 *2X8 V No 'L' or, brace requirere d .}U \ In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design. vertical length greater than Attach each 'T' reinforcing member with 48' 'L' or T' brace required End Driven Nallsr 10d Common (0.148'x 3.' min) Nails at 4' o,c. plus (4) nails In the top and bottom chords. Rigid Sheathing Toenalled Nallsi 10d Common <0.148'x3',min) Toenails at 4' o c. plus 4 Nall (4) toenails In the top and bottom chords. .T. This detail to be used with the appropriate Alpine gable detail for SCE Reinforcing wind load Member ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, Gable A13030051014, A12030051014, AU030051014, A10030051014, A14030051014 Truss Spaced At ASCE 7-10 Gable Detail Drawings 4' oc A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A1803CENC101014, A20030ENC101014, A20030END101014, A2003OPED101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length, 4 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End-nait IN 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. Jeb Length Increase w/ 'T' Brace 'T' Relnf. _T' Misr. Size Increase 2x4 30 2x6 20 Exampler ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable vertical = 24'o.c. SP 83 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30Y = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30x8'7'=11'2' "WARH41Glu WXO AND FIRLDV ALL WIMS w T111S DRAVDIGI 1111DW tTANTwe FU NISM nos WAVDJG m ALL COTiRACrURS DIMUOOJG TIE DISIXIETts. .ua, "a+r'`'� REF LET -IN VERT DATE 10/01/14 Trusses require extreme cart h fnbricathp, handiha, sthtppho. Instditl Ond bracing. Refer to and fallow the latest edition of SCSI COmAdhD Component Safety Infonntion, by TPI and SOW for safoty : �,il.,••••••••. {y+� EN s� pracMces prior to perfornha these functions Installers shall provide ten p hrndno psr BCSL ass noted otherwise. top have n°' i�ln, chord =�.,�P� no a471b2 i '¢ Z*t =*- chord shall properly attached structural andbottom stall have a properly attached rlyd cePha Locations shown for pernanin t lateral restra►,t of webs ' p,ah ;tt� DRWG GBLLETIN1014 I7 n 'iIL— IiJi�\\I1' sholtof have and iontas s own above Joint or MO.Dee is n-rr..rJ-Icoble. Apptj� ptnlss to each into of trhav and aft Shaer abOVe and nn ttffi 7or Details. IYIIl33 n. A atherwl4e. sand an the STATE of "..Q�:h ��^ Refer in drow�ips 160A-2 far atendard plate poaltbns n , ap0,��>r AN ITW COMPANY Alpine, a division of ITV IhAdinp components GroupInc. shall not be responsIble for wn�Y deviation from ttds drawtl;, any faOJre to btidthe truss h conformance ANSI/TPI 1, for hanarnn0. '% � qt *y`'• with or stU*0 hstaaatton L bracing of trusses. eaol..rs..... ....85B MAX. TOT. LD. 60 PSF A ,Nair am this dra.ry or cover pa Detwo this dra■hg, Indlcntes acceptance of professional .mdmeefrro solo fart deglp, shmm Terse rro MV 1 - . _� . DUR, FAC, ANY 133891ekeftcnt!Niue far any struetrr�i Is a respyaenabAiq of iix WA&V wr A�/TP�I Sew MAX. SPACING 24,0' Fatnciry,MO63M For more Information see this Job's Conerot moues paps lh"e web situ ALPINEi wwrAlWheltw.coM TPIr wwwADInstoral SBCN eww chtlu Aral 1:C1 ewwJccsofe.oro v- Hip Frame Details Hip Frame 2; R' lthed Use this detail ASCE 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer, Hip frame is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where Indicated. Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So, Pine lumber, ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structural anels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hIr),%% W.2 � lil iYwrllns, VAPNDQ— READ Arm fII111V ALL HDiss m THIS DRAVBxa • Qom' GEN �I� '� REF HIP FRAME —DOWMTss FURNISH T= BRAVM TO Au C4(fRACT�LS DIMM tfi THE DIVAUMM Trusses equlra ewtre,w cars h fabricating, bonding, shtppinp..stnWng and brochp. Refer to nrw �V� `SF DATE 10/01/14 folio the latoat edtan of BCSI (9uedlrg Can . Int Safety Inforimtbn, a or and SBCA) far safety NN pr�ctkes prior to perforninp these functions. Installers shall provide ttnporry �bradrh9 per BCSI. UMtss rated otMrwise, top chord chap have property attndhed structural sheauvnp and bottom chord = DRWG HIPFRI801014 shop have a properly attached rigid etllhp. Locations shhom far permanent lateral rostraht of wtbs. /� r7 �� aha0 have =rP% .stalled par BCSI sections B3, B7 or B10, as ap lcable. Apply platts to each face d II ILJ1� of truss arm posltkvh as shorn above and on the Joint Detalls, ss noted othersLne. S, ArE OF IL.I�IU�� Refer to araetrfps 160A-Z for standard ptnte posttiom ­0 l Atpkhe, divislon of ITV Mdtnp Conpahants Group Inc shall rot be responsible far ony deviation from t'Q AN (TW47►viPi4N'i this drnw.p, any faQhs•e to =d the truss . C-Frnance with ANSI/TPI 1, r for harha0.1nd-hipp.p, .stallatan t bradnp of trusses. st TY A seol on IN. dradnp r cover Pape ILat.9 this drawling, .dcates acceptance of profossloral r eev resporWhNty solely fr the design a/a IM�nar' perYAtS1/TPI l SetB y� "`;t! `r'4�N�� 13389 Lakefront Drive for- ion ructore Is the responWlilty oP iho BuR Earth City, MO 63045 For rare Infornatlan set this ,Job's G—ral notes Pape and these web sites. uefhjlllhtl%%%%N ALPINE, wrwalp.eltw.con) TPB e—tpt-t-91 SBCN rr—J Industry orpt ICO wwwlccsafe.orp m .0'b2 ❑NI❑ddS ``��� •� v rL%/n ,�J �, ` ?` , �.� `� �% ?i © Q `a �Q �L� ✓ % _ _ - sq = 4 / d \`� �,i: i'J�'i o{ cI!(y � � eJo•a,{oo�l'�a 031 le.m•R+#snMu W-,a IngS )n+a#s4W ..'IdL tw�a#laulcq— i3Md-W �##is qaa asma puo aeod aa#ou lo,uuae s.gor sM aes ual#uwa,tq — Joj Z'&S I Idtnaar -d '"`Arab i +vi jo 's'I 1Oa1°' ° 'T1O JOd H4.s+P sPp ea asn P� �sfto�ptq -im •eupoJ+yawspsFq Q"L Te4iIs+P ayi Joe .`pins Iouops joJd do ,auo#daso s0 aeod Je ssn,p iJfl P-qq appwq •eupalys •Ounwoy Jad Jo 'T Idl/1SNtl 4#I6 +wouJo use 4 smJi +4# pp11M of oJngvj Au 'N—P SM va a ugi'q—p uo Jae ,p avodsaJ aq #w pays suI ,iu,uod..3 e401PH All pa v.Iglp . •aupltl •su m-d ainTd 1.1:1. 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Or 140 nph 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, sultable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detall Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads, ■a Refer to Enolneer's sealed truss deslon drawing for oloovback and base truss soeciflcations. Detail A I Purlin Spacing = 24' o,c, or less 12 Up to 12 17 II o.c, max 1—Top Chord Scab <Typical Each End) Flat top chord purlins required at both ends and at 24' max o,c. spacing In between. Detail B - Purlin Spacing > 24' o.c, Piggyback cap truss slant Walled to all top chord purlln bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 k3 grade scab (1 side only at each end) attached with 2 rows of 10d box naps (0,128'x3') at 4' o,c, 12 Attach purlln bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x15'). Up to 12 V I I \\ 4' \\ Purlin Spacing I I \\ / I Ird ) L11(/ 24' o.c, max Top Chord Scab (Typical Each End) ChoFlat top chord purlins required at Depth both ends, purlln spacing > 24' o.c, Notes If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o,c. max. and use Detail A, ,¢a�JJii1J11JJ --•BHPIIiTANT" FMGSH T= BRAVM TU AU COCRRRACMRS La1UDa4 TlC DW&LERS ``�v��\ �J Trusses require a:trans cwe in fabricating, handling shipping, Installing and bracing, Refer to and �+C 9��• follow the latest edition of SCSI (Building Conponent Safety Infornatlon, by TPI and SBG1) for safety �� �GENtS pprraad:ticec prior to parforM U these fwctlons. Installers chd( provtd tanpornryy �br d^8 par BCSL V Unisss noted otherwise, top chord shall have properly ottadd+ed stweGral cheathtlrgamtl bottom c}wrd z JV f shall have a properly attached rtpid cellbng. Locations shown For pernment laternl restraint of webs d rI ^� shots have 6ra9np installed s per above sections the J or Bea as nppeC¢blo. Apply pintas to o¢d:h Fnco _ III II�IIILLYIILrrJrr' of truss nM ppog. 16C as sham andar and an the Joint Details, unless noted otherwise. Refer to drowhgc 160A-Z for stmtlnrtl plate pocltbns. Alpine, a rsvislon of ITV BWldin Components Grouupp Inc shall not be spmob far my tlevWtbn frW + "(j AN fTW OOMPANY tHs drawing, my rallure to build the truss In conforomce with MSI/TPI for for hand ag, shipping, = AT�OF Installotbn 6 brndng of trusses. A seal on tfds droving or cover page Usting tins drawing, Indicates acceptance of professlonat .y s,{A I,a, erpinaerwp nsponstbAlty solely for fine deslon horn The sWW69Ky and use of this dfroN wing ��3 �,l 13389 Lakefront Drive for any structure Is She resporM6sity of the Busing Bosdyer• per ANSI/iPt L S—Z �n •A Earth City, MO 63045 For more Information see this Job's general notes page and these web sites, r�.fu;91 IHO Al ALPwewatol eftw.eon- TPS www.tainstoro- SBCA, __Ia:Indust)e rw.0M IM wwwes¢Feora 4i,_ fY Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 H3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlln bracing to the flat top chord using (2) 16d box naps <0.135'x3.5'). The top chord H3 grade 2x4 scab may be replaced with either of the followings (1) 3X8 Trulox plate attached with (8) 0,120'x1.375' nails, (4) Into cap TC 6 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'xl,375' nails. Note- Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods- Trulax Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face a 8' o.c. with (4) 0.120'x1.375' nails Into cap bottom chord and (4) In base truss top chord, Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' (min) APA rated sheathingg ggussets (each face). Attach a 8' o,c, with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF N2, full chord depth scabs (each face). Attach 2 8' o.c. with (6) IOd 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 pigggyback plate to each face 8' o,c. Attach {eeth to plgg back at time of Fabrication. Attach to supporing truss with (4) 0,120'xl,375' nails per face per ply. Piggyback plates may be staggered 4' o,c. Front to back faces. SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 A CLR Reinf orcing This detall Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired, Notest 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 Relnforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 I row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2xiSOV L-reinf-orc-ement,-L reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, <X Center scab on wide face of web. Apply (1) scab to each face of web, Member Substitution T-Reinforcement or L-Reinf orcementt Apply to either side of web narrow face. Attach with 10d (0.128'x3.01,min) nails at 6' a.c. Reinforcing member Is a minimum 80% of web member length. 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) naps at 6' o,c. Reinforcing member Is a minimum 80% of web member length, T-Reinf. or L-Reinf. 0109/ .�1 L Reinf. MAD AM FOLLOW �MKrRRA � M.q�+fT'.��,� TC LL PSF REF CLR Subst, ■wD<PMUffn TMSS MAVIM TO ALLMRS uaD;Iwc TIC WSTAUJM& Trusses req," extreme core In fabricating, hoWDng, 9hl eV, MctalUng are! bra Refer to and �.�`'�veL fauo. the cart omtlon of Bcsi <Buarrng component sofety°PtnParnatwn, by TPI andd sCal far safety practicec prior to perforling there functions. TnstoBers shall provide temporary bracing per RCSL / 'y NS� -:/� �. TC DL PSF DATE 10/Ol/14 DRWG BRCLBSUB1014 Unless rated otherwLse, top hard shop have properly attached structural sheathing and bottom chard shall have Lowtloro for latrrnl restrains of webs ��C C DL PSF t. Q I 1 1 U to I I IL=ILr� IL�� a properly attached rloom cellYq. shorn permanent rhal hove bracing Installed per BCSI sections 113, B7 or B10, as opplkablo Apply plates to each face of truss and position as shorn above and on the Joint Details, unlras noted other.ise. $C LL PSF Refer to drawings 16OA-Z Per standard plate positions Alpine, a mvwan of ITv BAt U Components Broup Inc shatt not be responsroir for on devktbn iron - LD, PSF /ai rtWCOMPYINY g this drawing, any felt— to bJld the truss In conformance with ANSVTPI 1, or for inn dUn2, shbptrhe, TEF OF --TOT, installation r bracing of trusses. A sea on vas drawing r mver page luting this drawee, 6dlcates acceptarce of prof rrrio-tQ. etresponsT okely for the design shown, The sWteb Z wd use of V" drawing fr on Is the respas$41ty of the Baking Dedgner perANSVTPI1 Sec.?- j'� Fy' I(` /, "y 11 i DUR, FAC. 13389 Lakefront Ddve Earth City, M063045 For more Infornatlan see thls Job's generot notes page and these web sites, AIPMEi wrwalpineltaconi TPI- wsw,tphst.orgi SBCN wwe.ebclndustryrgi ICO wwwlccraf—rg '66 I �d*'tj'f , ' it`s 4/ _ (?II"lAl A h i?G ,s\ i .�PAl.irlG 10 Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces May be Increased for or web member. This design Is valid only for single ply trusses with 2x4 or, 2x6 broken Members, No More than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (U = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and secies as damaged member. Apply one scab per face. Minpimum. side member Length(s) = (2)(L) + (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. Nail 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 ma 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 ~ + 0 + 0 + 0 + 0 0 + 0 + Q + 0 + —'I 2' i-- Stagger + = Back Face 10d Box (0.128' x 3', min) Nailst 0 = Front Face 2x4 Member - Double Row Stagger,e 2x6 Member = Triple Row Staggerec Duration of Load Maximum Member Axial, Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web ❑nty 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 24 r 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' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# Minimum L Distance B L L Nail Spacing Detail rl —VARNMGirr READ AND fOILOV ALL NOTES ON THIS BRAVD43 ..DeORTANT- fUMiSH TIUS DRAVING TII ALL CMMTORS DiCLODING THE DISTALLERS. 1 C - l;� o, REF MEMBER REPAIR DATE 10/01/14 Trusses rrquw xtrane care in Pobricathg, handling, shipping, InstoWng and brnchg. Refer to and Pallor the latest aditlon of BCSI (BuRdng Component Safety Infornotlon, by TPI and SBCA) for safety V` �. y fl �� r� prnctkes prior to performhg these functions. Installers .Matt provkd¢ tempowry b—ch,q par BCSL lhte:. noted otherwise, tpp a,ord shill have properly att4Z.d structural shentNng and bottom dear shop have a properly attachetl ripld crAlnB• Locotlons shown for permanent lateral restwlnt of ebs mill have browng Instilled per BCSS cectlonc H3, B7 or BIB, os Apply plates to each fact No, L m IIRWG REPCHRD1014 d I I i L--� to I �--. ILI�IUe Irg updknble. of truss and position as shorn above and on the Joint Detoes, Hess noted otherwise. Refer to daring. 16BA-Z for standard plate posltlws. - E OF AN ITWODMPAW Alphe, a dlvWm of ITV Building Components Group Inc shod not be responsible for any deviation from this d-awhg any fallu•e to bu6d the truss In conformance wtth ANSI/TPT 1, or far handling, sNppkv, 0 q 9 '�I < hst.H.11on L bracing of trusses. A sea on*" drawing or cover page B.'ielg W. drat4p. I,dicntes acaaptnnce oP profetsiarml Per the The _11 of this dowsing 0 n englneering respo..l1aU solely design sham. svltab and use for any atr,=,h— Ls the re.pansWlty of the Bating Decigner per ANSVTPI 1 Sec2 t\ \ f'4/,,f"'e�lpNAL SPACING 24.0' MAX Eanh Cty. M06bga5 ALPINE. rrrnlp4witr.conl TPI e�' .tpMct.Iorgi SBCA`rrr.sbclpn0ustryArgJ ICb nr c cofacrg S U %%0, STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX. LENGTH TO TRIM 1ILLER 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). yt 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), AIL-ATERAL—BWACIN`G 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 C❑NFIGURATION FOR 24' O.C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS hlnrcn ON THIS SHEET T USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS, )S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'). iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATI❑NS AFTER MODIFICATION, SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL <JOINT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CH❑RD--IN=PLANE—W-I-TH THE—TRUS . — 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 (0.126'x3') NAILS AT EACH END OF EACH VERTICAL. <12' MIN. VERTICAL BLOC - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2.5') (2 3' ❑,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 JOINT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY), aw1)tP�tTWww VF SH nQS MAVWM 'M " COCONTPATCTMSS DDCUMEWV TTW INSTALLEIM N` 9r H , ON 'DO ,A +,� REF BC FILLER Trusses regWre ncirane care M fabrQ ati bV, handling, shbatnp, InstnlUrw and brochp Refer to nTy `` �y� ,/. EN j�'rrr� DATE 10/01/14 fellow the latest edttlon of SCSI (Bn Con neat Saki t for,ation, y TPI and BCN for safe [ V lT �`�r pprreatcties prior to pwforning these functions. InstaGers shall provNte temporary 6roctnp per BCSL �/ UNeas noted otherwise, top chord shall have properly attached strucbaN sheaSiunp and bottom N + DRWG REPBCFIL1014 shall have a properly attached Hold celing. Locations shorn for pernanent lateral restraint of webs shod have bracing Installed per SCSI sections the B7 or BIO, as unlessapplicalge.no Apply plates W each face of truss Orel ppaodtlon os shorn above and to osi .bMt Datatc, unless rotetl otherwise. Yc a Refer W drawhps SbpA-Z far standard plate positions. Alpine, a dvtslw of ITV Bu1,Lng Conponents Group Inc shnU not be responsible for my devlatian fr S Ad E OF' AN I WCOMPANY tFM drowinp any fa4we to W id the truss In confornance with ANSVTPI 1, or for horcWr*, shipping, ,� Ar installation 1, brochp of trusses. A seal on this drawbV w cover page Usurp this drawing, indicates acceptance of professional respons solely for the design for any Is da res Witt of lino hof this 13389 Lakefront Drive sBusndg dubp4rtyAdl 1oSec2 droe4p . cam, Earth City, MO 63045 For more Infornatlon see this Job's general notes pace and these web sites l�t�IiffY��V ALPINE, ww.c w.alolns,ton, TPI, www.tolnst.oro, SBCM www.sbcb'd_trva ICO wwsa 1ccfeara 's4s,' k4 !vt SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 Mph wind, CAT II, EXP C, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6.0 psf, Kzt = 1.00, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = L00, Minimum 2X4 scab, sane grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,126'x3.0', min) nails at 8' o,c. plus clusters of four nails where shown in figure below 00. NOTE. #2 is the minimum lumber grade allowed for all species. NOTEI Add 210# uplift (max,) to reported truss uplift for wall connections. vARNBde■■ READ AND FTB.Lov ALL rmra ON THIS DRAVBua " �� ��� TOTAL TOP CHORD REF 2X4 SCAB O.H. ■■WORTANT>o FTJR= TIM BRAVING TO ALL CONMCTORS IMMUBM THE INST&LEIIS `` \ ,�/ '� Trusses requln extrrne tort N fobrlcating, handWq, shlpphp, Inst.ft. and brod,p Refer to and `���\ �pEN$F F`�.� LOAD NOT TO DATE 10/Ol/14 fora. the latest moron of >SI ®,ilding Component safety Infornatmn, by TPI and SttCAI for safety \ %EXCEED 40 P$F proctic¢s prior to perforning these ;unctions. Installers sMU provide tenparaarryy .C" par SCSL UN ss noted othsrekt, top chord shall have properly atl='d.strvctural Matw,g on baetom shard _ N10 (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 ahaN have a properly attached rlgId cefttg Loc.tlons shorn for permanent t.Ural restrdnt of nbs d ��� shall Maui M ri Installed per SI And on the J or BIR, as applicable. Apply plates to each fact _ 1, truss aM ppaGtan as shorn above and on the Joint Reines, unless nand other.lse. Refer to dro.hps IaRA-Z for standard plate posltbns. S A.rF OF he, a dvlsion of ITV BuerSn Conponents Gro, Inc shall not be responsible for Any deviation from �. AN RWOOMPANY tN�dro.Mp, any facture to build the truss In conformance dth ANSV7PI t, or for hanaung, sNppkg. 0 L(fV hstollatbn 6 broclnp oP trusses. A seal an INs dro.kV ar cover Pape Bstbip thIs dra.bp, bullsutes acceptance of profesdonnl = �® 40 tngV,ttN,g re y sot Ny for the of th sh.— Th. sWtabidty and us. of this dro.ft �� °°° DUR, FAC, 1.15/1.25 13389 Lakefront Drive for arty strueture ttut resporlsbRFty of the BuR&nA BerJpner per ANSI/IPI I Stet. p� p \\° - EanhCity.M0630a5 For oars Infornatlon sn this Job's penerol notes pope and these .eb sitedf,Sf,IVI't��\\\t\t SPACING 24' ALPINE; n.,alpinaft..conl TPI, .n.tphst orgl SBCA� .w.sbcbraWctryarg, ICG n.Jcccnfe.org /f SS ci STRONGBACK BRIDGING REC❑MMENDATI❑NS BUTT STRONGBACK BRIDGING TOGETHER 4' -0. ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STR13NGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL N❑TEi Details 1 and 2 (2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0,128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB —ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3> 10d COMMON (0.148'x3.O') NAILS OR (4)10d BOX/GUN (0.128'x3.0'> are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON (0.148'x7) NAILS OR (4) 10d BOX/GUN /�Ad28'X3.D') NAILS STRONGBACK BRIDGING ATTACHMENT attachment methods O STRONGBACK BRIDGING SPACING REQUIREMENTS Up to 10' None re aired W to 20' 1 roe (at center of spW 20' to W 2 rats 0 at eod, v3 ) 30' to 40 3 roes 0 at each V4 ) Over 40 rots at 9 oe ATTACH STRONGBACK TO BOTTOM CHORD WI (2) 810 3' SCREWS ALTERNATIVES No -Alt scab -on blocks shall be a minimum 2x4 'stress graded lumber.' ►All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' ow -The purpose of strongback bridging is to develop load sharing between Individual trusses, resulting In an overall Increase In the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, Is recommended at 10' -0' o.c. (max.) ow -The terms 'bridging' and 'bracing' are sometimes mistakenly used Interchangeably. 'Bracing' is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing JDD) for the bracing requirements for each Individual truss component: 'Bridging,' particularly 'strongback bridging' Is a recommendation for a truss system to help control vibration. In addition to aiding In the distribution of point loads between adjacent truss, strongback bridging serves to reduce 'bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore Is strongly recommended by Alpine. F-or—addl-tlonal-informa-tlon-regarding strong bridging, refer to BCSI (Building Component Safety Information). aVARN Owe READ NM MUN All. NOWS IN TWS DRAWDIO etaT MT"" ROM 7M MAWM TO ALL WaRAOM nw„mnn TIE nsTAtJ.FRS. �asarrtr ,�„u ,,,;�g TC LL PSF REF STRONGBACK DATE 10/01/14 oothdxtreme �(�nyItlllingnPdsosafw the st el DCST24dka ComponentPeyInfonao, byTI aannsWfsafety to functions �.� t<. TC DL PSF DRWG STRBRIBRIO14 practices prbr perfornkp these installers shall provide temper ary _lrndnp pe e d Unless rated .1awlse, top cord shalt have property attached structural she. and *'� N. main - BC DL PSF w j� �� 11 I�JD shall have a properly attached rW eelNp. Locations shown for pernonent lateral restraint of webs shalt hove hrechp Installed per BESI sections 113, 97 or 810, as applicable. Appl plates m each fnca of trues and position as shorn above and an the .kht Detals, hitless noted.4erdsa. Sy .� STATE OF 'hash' BC LL PSF 1 `�1 for stogy teats Pon Ref m droingsdNlaon �rtW � of rr tau tat be respanamle sot any deviation fraz e, n ,vision of ITV o bfi p Crcornhfp harmttg, slhlpphhC, Inds cation any to saes the truss In ornonc�e Nttf MLSLTPI 1, or far gjyy`t �7 h�dtu TOT, LD. PSF ing of Installation i bracing 0e _ A seal an this dr'awInp for tc ��dm;Wn amen 7l�ie b0cates acceptance ofrAW4:Y tlds daa0 W= aHeXz wnz,a,,,sea wmnmssnasre - - - DUR. FAC. 1.00 Lakefront for any s Cwre"MD rosotsltty &Adit Bestorrr oer AKsl R I Sect - SPACING �3tl0 �D�rNs For more Infarrvatian see tNs Job's penernl notes ppnaaee and these web skean AIPIDE. wnalpMkw.cm TPI. eeetpkmt argil SBG1+ wnsbdndustrvaro, Ica wewiccsnfe aro ,-, •--«----»----.---