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HomeMy WebLinkAboutTRUSSRANETCOMPONENTS aney 19900 Independence Blvd. Groveland, F134736 omponeiits, Etc one: (352)429-9429 - (352)429-0304 . Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS009 Printed: Mon, Oct 30 2017 -Job Information: :ostomerName. Address: Creekside Lot 9 FOR Name and License Number: A Horton 3134 Tidewater Cir A1r� SCANNED lescriptlon: "city, state, zip: BY lEJB 2807-Elie "D" OL OW16 Fort Pierce, FL T i�B waging inrormation: Roof Loads: F/oorLoads., TC Live.. TC Dead: BC Live: BC Dead: TC Live: TC Dead: 8C Llve: BC Dead: 20 7 , 0 10 40 10 0 5 Bldg. Code: Wlnd Std: Wind Speed: Bldg. Useage: Building Type: Wind Type: F13C 2014 RES ,'ASCE 7-10 160 Residential - CAT41 C MWFRC & C&C w/M Pages or sheets covered by this seal from: 1 thru 48 Total 48 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEGINO # DESCRIPTION SEQNO 1 Al 5 A5 2 A2 3 A3 4 A4 9 81 6 A6 7 A7 8 A7A 13 10 82 11 83 12 83A 17 V2 14 4L2 15 4L3 16 V1 21 4MV1 18 M6 19 M60B 20 M6A 26 8,15 22 4MV2 23 EJ7 24 EJ7A 4WIL 26 13J3 27 BJ1 28 4E,13L 33 37 FT2 30 4CJ3L 31 CJ7 32 Ff1 41 FT1 38 Fri 35 FT4 36 FT5 45 2 42 39 FT6 40 FT9 46 FTG1 43 FT12 44 FGf 47 FTG2 48 FT03 �nuvel ON,�tOUS,o=ldenTrustACES Represe rbtive, ou=MANDE ASSOCIATES PA, o,_ fnual, `j 0,9,234 °11,19100800,100,14=010 _ ?rcFeFEA60000111P daebeAc�103013;5748.�0 fi� 1015, rdt, venlon; ,30352 Y w. �: 136DCS009 2807-Elle "D" OL DWI 6/DR Horton /4EJB 2807-Elie "D" OL OW1 Label: Al i�4X6(A2) m A/ T10" \ 14'4"8 T10" 6'6"8 03X4 D 12 6 p g 5X6 C P 1112X4 =5X6 �1 7 8"13 7'8"13 I14' r Ply: 1 SEQN: 7449321 T131 HIPS Qty: 2 FROM: GM DRW: Wgt:254.8lbs / ... 10/30/17 19' 20'8" 25'3"8 31'10" 39'8" i I'7°8 + 1'8""+ 4'7"8 + 6'6°8 e 5XM 5X6 E F JG JH (a) o �4X6{A2) J K 3X4= XB =5X6 1112X4 Loading Criteria s tp 0 Wind Criteria Snow Criteria (Pg,Prin TCLL: 20.00 _ Wind Std: ASCE 7-10 �PSF) Pg: NA Ct. NA CAT:, NA TCDL: 7,00 Speed: 160 mph Pf: NA Ce:, N BCLL; 0.00 Enclosure: Closed Lu: NA Cs. NA BCDL: 10.00 Risk Category: it Snow Duration: NA Des Ld: 37.00 NCBCLL:10,00 EXP: C Mean Height: 23.00 ft sc Criteria 2.00 TCDL: 4.2 psf BCDL: 5.0 p'sfLoad : FBC 2014'RESSoffit. Duration:l.z5 MWFRS Parallel Dist: hl2 to2007Spacing: 24.0 " C&C Diist a; 3,57 ft L2007 ors Used: YesLot, from %dwalt: not in 9(0)110(0)pe(s):wind Duration:1.60 WTAW Vf w Set. % (Effective 61112013) Top chord 2x4 SP #1 Sotchofd 214 SP #1 Webs 2x4 SP #3 Lumber value uses design values Bp�fOV�� ��3��2013 by ALSC Bracing uakl aced%\ (a) ConCmuous iaterat restraint eq Y p`e\91h 01 evLer "T" re1�f%tCem@q`'g� ade or b member, Or1X4 &OR3gQ5",mm•lna`is atitlCh@tq\hSara� OT G@u rile %%. ch Trayscabts) Sp#3SOMalea%geo� pis lst ax4%0,3.11 Y Nafll Ol heel. l%) otcho�Ow)\h: sr' kolace R scab �ad~a�ona� `�101u�ecl;ar, °„aa Q�QO� dditionakb vas Ada l a efor as w.0% 42 n�9n 112 A" 5ed on b°th MWFRS and C&C VifitkeA Member destg� ba 6" 5'1"12 6'3"3 7-8"13 V 1'6 4 268" 31'11"3 39'8" Defi1CSl Criteria AMaximum Reactions Q s) / RL 1 W / PP Deflection in too Udefl U# Loc R / 431 / 5-6 VERT(LL): 0.172 O 999 240 B 1640 1779 / 933 1- / 933 1- /- / 5.5 VERT(TL): 0.376 O 999 180 1 1641 1779 based on MWFRS HORZ(LL): 0.073 K - Wind reactions g Min Brg Width Req = 1-9 \HORZ(rL): 0.161 K I Min Brg Width Req = 1.9 Creep Factor:1.5 Bearings B & I are a rigid surface. M x TC CSI: 0.629 MZ BC CSI: 0.555 Ibs) Maximum Top Chord Forces Per Tens. Comp. Chords MeX Ieb CSI: 0.821 Chords Tens.Comp- 1311 -1925 Mfg Specified Camber: 27 0 F - G 1462 -2402 A B 1671 -2941 G H 16722 VIEW Ver:15.01.01.0402.19 B- C 1463 -2402 H_ 1 27 0 C _ D I J D-E 1315 -1932 1231 -1671 e _ F Forces Per Ply (Ibs) sot Chord F Chords Tens. Comp, Maximum Chords Tens Comp 2056 971 B _ P 2� A= M - K 2549 1330 2548 -1312 2552 P _ O K 1 209 -939 iei7ir O N N M 1665 -673 per ply (Ibs) m WsComP Webs Tens. Co P• Maximum Webs Ten 681 -466 20 M - F -708 > - 518 P-C -562 289 NI-C' 472 -232 e 435 C-O 7 G-L 7 -564 1 e 477 -23 43 � s 0-0 525 -717 LH 289 -22 f 0-14 658 -425 H-K E M 267 _ 2.47 -J tsl a � ant D FOLtr • pLL�' pPN IN . SO in RpW G ping cf�c .+WAR tRNISNjNkhand1in19ats5 �etYav P10� F n°at1P� SBCA)id stVate a1 restp i+a� .a Vin!abrP1 a� top ch��en _�dton as of 1 t - M „ •acc m� nd ca i any on Fa Of 9forrcrhe suadability Job Number: 136DCS009 Ply; 1 SEQN: 744936 / T12 / HIPS 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 City: 2 FROM: GM DRW: Truss Label: A2 lWgt23801bs .. / ... 10/30/17 T10" 14'2"12 17' 22'8" 25'S"4 31'10" 39'8" f" 7'1D" + 6'4"13 + 2' - 5'B" 2'9"4 6'4"13 T10" 0 31 --5X6 Z5X6 E F 11123<4 =5X14 =3X4 =5X14 1112X4 �1 T8"13 } 6'3"3 5'10" } 5'10" 6'3"3 7'8"13 1 T8"13 14' 19'10" 25'8" 31'11"3 39'8. Loading Criteria (psf) 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: 11 EXP: C Des Ld: 37.00 Mean Height: 22.50 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: 3.97 ft Loc. from endwall: not in 9.OD ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) 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 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) 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 Sid: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.174 G 999 240 VERT(TL): 0.374 G 999 180 HORZ(LL): 0.075 K - - HORZ(TL): 0.161 K Creep Factor. 1.5 Max TC CSI: 0.633 Max BC CSI: 0.558 Max Web CSI: 0.853 Mfg Specified Camber: VIEW Ver: 15.01.01.0402.19 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL IW B 1674 / 781 / 940 1- / 390 15.5 1 1674 / 781 / 940 /- /- 15.5 Wind reactions based on MWFRS B Min Brg Width Req = 2.0 1 Min Brg Width Req = 2.0 Bearings B & I are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G 1644 -2417 B - C 1712 -3013 G - H 15DO -2468 C - D 1500 - 2467 H -1 1712 - 3014 D-E 1644-2415 I-J 27 0 E - F 1334 -1937 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - O 2516 -1356 M - L 1896 - 853 O - N 2613 -1356 L - K 2614 -1388 N - M 1896 - 827 K -1 2617 -1388 fie'+ vp Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. �No. 047102 O-C 291 -20 M-F 284 -198 r C - N 440 - 570 F - L 747 - 555 D - N 303 - 243 L - G 303 - 243 N - E 745 - 555 L - H 441 - 569 - TAT S F E - M 285 -198 H - K 291 -22 40 01 5A 38 FF 58 81 BO 8B 7F48 00 99 2E 95 FB ThUitemta t*caaledranlmlt*ngti WO salad by ratarxei Marttacs, M VL tbaeaa sitowaabM wing a SHA-1 sercra#a�,eo�e. §�iiated cr ias..aaishizti encvt a AU=d mac? �Id snktd �t6Yl���sA,�3,a�thenLkas"e�acco�¢rauar 4��rif� rm affildediarak -Tim. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping; installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, bV TPI and'SBCA) for 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 jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, '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. of 'ivi 1, or Torn acceptance any structure its drawing,any failure to build the on this drawing or cover page te design shown. The suitability 1 Job Number: 136DCS009 Ply: 1 SEQN: 744940 / T11 / HIPS 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 2 FROM: GM DRW. Truss Label: A3 Wgt: 224.0 Ibs f ... 10/30/17 T70" 15' 19'10" 24'8 31'10" 39W T10" 772" 4'10" 4'10" 7'2" 770" 5�5X8 1112X4 d5X8 D E F i i 12 6 F,—,- ;5X6 cn 5X6 C G o � n (a) (a) zo =4X6(AZ) B H-4X6(A2) A I P O N M L K J I92X4 =3X6=3X4 =3X8 =3X4=3X6 1112X4 7812 6'3"4 1' 4'10" 4'10" 1' 6'3"4 T8"12 1. T8"12 14' 15 19'10" 24'8" 25' " 31'11"4 39'8" Loading Criteria (psf) Wind Criteria li 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 ! LI/ Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.172 E 999 240 B 1640 / 783 / 941 ! - / 349 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.377 E 999 180 H 1641 / 783 1941 / - /- 15.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.074 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.163 J - - B Min Brg Width Req = 1.9 ft Mean Height: 22.00 H Min Br Width Re 1.9 NCBCLL: 10.00 Code 1 Misc Criteria Creep Factor. 1.5 9 q TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.606 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.594 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.355 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.01) ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 I Plate Type(s): 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 1489 -2345 Lumber C - D 1489 -2344 G - H 1742 -2950 Value Set: 138 (Effective 6/1l2013) i D- E 1479 -2125 H- 1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) i Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "l3B" uses design values B - P 2560 -1394 M - L 2012 -996 approved 1/30/2013 by ALSC P - O 2557 -1394 L - K 2557 -1426 1� O - N 2557 -1394 K - J 2557 -1426 Bracing N - M 2011 - 964 J - H 2560 -1426 (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80°k length of Maximum Web Forces Per Ply (Ibs) web member. Same species & SRB grade or better, �, • . ,ia attached with 8d Box or Gun (0.113"x2.5",min.)nails ,� �, Webs Tens.Comp. Webs Tens. Comp. °C 6" oc '' No 711P - C 307 -18 M - F 264 -184 C - N 490 - 622 F - L 486 - 244 Tra Scabs Y D - N 485 -244 L - G 490 - 622 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach D - M 265 -185 G - J 307 -20 scab to face of chord with: Nails @ 8" oc, plus y E - M 194 - 222 additional nail clusters at: BRG.: (0), heel: (0), 1st _ + >I panel point: (0). Loading vtRvo�6 Truss passed check for 20 psf additional bottom'��� chord live load in areas with 42"-high x 24"-wide clearance. tin Wind 40015A38FF51381BO887F4800992E85FB Member design based on both MWFRS and C&C. Thisttam'hizb a ckazodca5ozoadmdwal°dbymw t1MarcLn&t PE (FL. Lk.04rTt121 an thadzteahzwll Qbwa MangaSK44 ?tint°d ess-rp��tt� d�crzsrsimm natcxs�t�e9 �'gnrxh�d salad ma6thc=.," >S +en a9L seaai°rtcstC,euerNaewlonc v*d"tmnk e itts: -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingp handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and'SBCA) for 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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildint�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 suitbtirty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineftw.com; TPI: www. inst.o ; SBCA: www.sbcfndu .corn' IM www.iccsafe.orcj Job Number: 136DCS009 Ply: 1 SEQN: 744944 / T10 / HIPS 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 12 FROM: GM DRW: Truss Label: A4 Wgt 215.6 Ibs .. / ... 10/30/17 7'10"9 13' 19,10" 26'8" 31'97 39'8" 7'10"9 5'1"7 6'10" 6'10" 5'1"7 7-10"9 25X8 1112X4 BEi5X8 D E F 1112X4 =3X4=3X6 =3X8 =3X6-3X4 1112X4 �1' T8"13 113 1' S'10" 5'1D" 1' 53"3 T8"13 1� 7'8"13' 13. 14 19'10" 25'8" 26' " 31'11"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.191 E 999 240 B 1660 1785 / 937 / - / 307 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.414 E 999 180 H 1661 1785 1937 / - /- / 5.5 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS EXP: C HORZ L 0.164 J - - B Min Big Width Re = 2.0 Des Ld: 37.00 (T )- g q Mean Height: 21.50 ft Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 2.0 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.651 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.554 Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.479 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 E - F 1670 -2509 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1759 -2972 F - G 1596 -2526 Lumber C - D 1596 -2525 G - H 1758 -2973 D- E 1670 - 2509 H- I 27 0 Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "13B" uses design values B - P 2577 -1406 M - L 2195 -1114 approved 1/30/2013 by ALSC P - O 2575 -1405 L - K 2195 -1114 O-N 2195 -1082 K-J 2575 -1437 Loading°$ N - M 2195 -1082 J - H 2578 -1437 ., a"t Truss passed check for 20 psf additional bottom► "dry as+r��a�R chord live load in areas with 42"-high x 24"-widea� Maximum Web Forces Per Ply (Ibs) clearance. 4 Webs Tens.Comp. Webs Tens. Comp. Wind Md. 0471.821 P-C 258 -20 M-F 434 -290 Member design based on both MWFRS and C&C. C - O 406 -477 F - K 492 -252 D - O 491 - 252 K - G 405 - 478 D-M 435 -290 G-J 25B -22 'STATE F E - M 356 -408 40 01 5A 38 FF 513 8180 BB 7f 48 00 99 2E 85 FB ThkItemhubeenetedron+ ys0ed zids Iad'by Manual MArttnrs, �E(rL.ttc.C.;1F92t on LhmdaYe,ahawrz atxrms rg aSit�.3 ai'2ieflYdra$lei9 CGW'`Q a§'mecd cr. imxeaith sd no mot mniidcmd sf�mdzsaiad z.d,t4n-(Axaaaiert%m wdemvttba4vitedmwjdectra&. Cw1n. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —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, by TPI anr7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporarryY BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions_ a division of ,is drawing,any failure to build the on this drawing or cover pa e ie design shown. The suitability any Job Number: 136DCS009 Ply: 1 SEQN: 744948/ T81 HIPS 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elle "D" OL OW1 Qty: 2 FROM: GM DRW: Truss Label: A5 Wgt: 212.8 Ibs / _.. 10/30/17 7'10"8 11' 17'1" 21' 22'6" 2 28'B° 31'9"8 39'8" T1o"8 + 3'1"8 + 6'1^ + 3'11" �1'8"11 5'11"4 3'1"8 r 7'10"8 { V 5X8 =3X4 =3X6 1112X4 =6X6 D E F G H B 12 6 1 Z 3X4 S I R Q P O N M L 112X4 M93X4 =3X6 s3X4 m3X8 es3X6 =3X4 II2X4 I 7'8"12 3'3"4 3' 2'9"8 5'11"4 2'11"4 3' 3'3"4 T8"12 11' 14' 1698- 22'8^12 25'e" 28'8" 31'11"4 T �:�JK6(AZ) i� is T8"122 1. 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.187 G 999 240 B 1561 1787 1927 / - / 266 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.431 G 999 180 J 1561 / 787 /927 / - /- / 5.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.156 L - - B Min Brg Width Req = 1.6 NCBCLL: 10.00 Mean Height: 21.00 ft Code / Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = 1.8 TCDL: 4.2 psf j Bldg Code: FBC 2014 RES Max TC CSI: 0.615 Bearings B & J are a rigid surface. Soffit 2.00 BCDL: 5.0 psf 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.6.12 Spacing: 24.0 " C&C Dist a: 3.97 ft 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 I WAVE VIEW Ver: 15.01.01.0402.19 B - C 1779 -2757 G - H 1857 -2613 Lumber C - D 1708 -2432 H - I 1708 -2432 D - E 1849 -2600 I - J 1779 -2757 Value Set: 13B (Effective 6/1/2013) E - F 1857-2613 J - K 27 0 Top chord 2x4 SP #1 Botchord 3 #1 We SP Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (lbs) We Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - S 2384 -1422 O - N 2125 -1226 Wind + R - Q 212M 2 5 -1195 M -2382 -1453 Member design based on both MWFRS and C&C. l�' re yp, - Q - P 2125 -1195 L - J 2384 -1453 $# ,. P - O 2617 -1518 jAV Maximum Web Forces Per Ply (Ibs) No 047182Webs Tens.Comp. Webs Tens. Comp. S-C 231 -24 O-G 298 -330 C - R 361 -407 O - H 668 -456 ir ° D - R 395 -284 H - M 398 -285 STATE OFD - P 657 -447 M - I 361 406 P - E 303 - 334 I - L 229 - 26 . E-O 112 -109 40 015A38 ff 55 8180 80 7F48 00 99 2E 85 FI3 rhishortiand saladbyMam.v3lkatim", -PE (R4, uc.G=rrd9v on a siix4 arzth 4'nYigS'a^kY t'CY'f0. z"+64atad cs�baxsrtfus dn!cr.�-.atasa notsramsi�acii sr�na�iand •.salad an62Fe.::e��R: axrhant3tatc�scos9a nwt �aa�s3f&dc�aa°ydsctimnk tsyiat.. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, 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 properly attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 63, 137 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this 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 pprofessions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes paM and these web sites: ALPINE: www.al inefw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com• IM www.iccsafe.orq Job Number: 136DCS009 Ply: 1 SEQN: 744952 / T7 I HIPS 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 City:. 2 FROM: GM DRW: Truss Label: A6 Wgt 204.4 Ibs .. / _.. 10/30/17 T r� =4X6 Ei" + 9' 16'5" r 19' 23'4"12 h 30'8" 4'8" 4'4" 7'5" 2'7" 4'4"12 774 =_5X8 =3X4 =3X6 112X4 =5X8 D E F G H 39 i 39B" 4'4" 4'8" T 6(A2) cu�i V n Q P O N M L " =3X4 =3X6 m3X4 =3X10 ®3X6 =3X4 1' 9' 5' 2'1"8 7'3"4 2'3"4 5' 9' 1' 9' 14' 16'1" 234"12 25'8" 30'B" 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R ! U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 B 1561 1810 / 911 / - / 225 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.562 G 840 180 J 1561 / 810 / 911 ! - /- / 5.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.075 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.173 L - - B Min Brg Width Req = 1.6 Mean Height: 20.50 ft Code / Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & J are a rigid surface. Soffd: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.628 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.671 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.916 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 2179 -3171 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1877 -2828 G - H 2179 -3172 Lumber C - D 1749 -2610 H - 1 1748 -2610 D - E 2166 - 3152 I - J 1877 - 2829 Value Set: 13B (Effective 6/1l2013) E - F 2179 -3171 J - K 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC B - Q 2474 -1548 N - M 2297 -1356 I Q- P 2298 -1325 M- L 2297 -1356 Bracing P - O 2298 -1325 L - J 2475 -1580 (a) Continuous lateral restraint equally spaced one O - N 3177 -1895 member. Or 1 x4 "T" reinforcement. 80% length of * v '� rr web member. Same species & SRB grade or better, ®. attached with ed Box or Gun (0.113"x2.5",min.)nails - +r Maximum Web Forces Per Ply (Ibs) @ 6" cc. Webs Tens.Comp. Webs Tens. Camp. No 047182 Zo C - Q 253 -199 G - N 350 -400 Tray Scab(s) D - Q 364 -118 N - H 1031 -684 (1) 2x4x0-3-11 x SP 93 scab at right end. Attach e D - O 1013 - 669 H - L 367 -119 scab to face of chord with: Nails @ 8" cc, plus 4 O - E 353 -405 L - I 254 -201 additional nail clusters at: BRG.: (0), heel: (0), 1st s STATE *w E - N 93 -89 panel point: (0).Ft Wind+). Member design based on both MWFRS and C&C. 010Vr ' 40015A38 FF 55 81 BO BB 7.F48 00 99 2E &5 FB 3tds arA waled by FAx lMardner, n%. t[c. L"47tE2.km the dau: stmawaabM Wing a SN,4-1 au-theridm -nmd". 2s�md c�tnsaic#�s dffinc^sri are natc�dnd � ard sealed and )f'sx .. 3as2knnrxa9tiarezo�e Host ca mndf'cdtn=yCj"trorA-- cz,.ins. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqc1uire extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI._ Unless noted dthermse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQQComponents Group Inc. shall'not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this swing or cover page_ . listing this drawing,indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA: www.sbcindu .com; [CC: www.iccsafe.or Job Number: 136DCS009 Ply: 2 SEQN: 744961 / T22 / HIPS 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: GM DRW: Truss Label: A7 I Wgt: 193.2 Ibs .. / ... 10/30/17 T I 13'7"10 19'10" 21' 26'0"6 328" 39'8" 7' 67"10 6'2"6 1'2' 5'0"6 6'7"10 7' m3X4 112X4=3X6 m3X4 m5X8 12 C_ D E F G H T 0 (� 6so — T 4X6(AA2) B I=4X6(A2) 1 ri Q ' P O N _ M L� K 1112X4 =4X6 m3X8 mH0308 1112X4 1' 7'1"12 } 16'2"6 �4 5'10" 5'10" 4 k-14 6'2"6 71"12 1' 7'1"12 13'42 '14' 19'10" 25'8" 32'6"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell 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 11572 / - ! - ! - 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.948 E 498 180 1 3139 11572 / - / - 1- / 5.5 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 HORZ(TL): 0.223 K - - B Min Brg Width Req = 1.9 Mean Height: 20.00 ft Code / Misc Criteria CreepFactor. 1.5 1 Min Brg Width Req = 1.9 Noffit: 2. 0 TCDL: 4.2 psf Bearings B 8 I are a rigid surface. Soffit: 2.00 BCDL: 6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.891 9 g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h I2 TPI Std: 2007 Max BC CSI: 0.767 Rep Factors Used: No Max Web CSI: 0.618 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.97 itRep Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): 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 -11 E - F 2289 -4641 Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - Q 2736 -1352 N - M 4217 -2092 Q - P 2749 -1354 M - L 4217 -2092 Nailnote P - O 4217 -2092 L - K 2748 -1354 Nail Schedule:0.128"x3", min. nails 4 wr O - N 4217 -2092 K -1 2736 -1352 Top Chord: 1 Row @12.00" o.c. s , A Bot Chord: 1 Row @12.00" o.c. ,� _, Webs : 1 Row @ 4" o.c. wQ 4" Maximum Web Forces Per Ply (Ibs) Use equal spacing between rows and stagger nails No 047102 Webs Tens.Comp. Webs Tens. Comp. in each row to avoids splitting. e P 9• .. C - Q 308 -49 N - G 489 -228 Loadin �3 C - P 1621 -801 G - L 461 -648 g "7 P - D 461 -648 L - H 1621 -801 #1 hip supports 7-0-0 jacks with no webs_ W D - N 489 - 228 K - H 308 -49 Left side jacks have 7-0-0 setback with 0-0-0 cant ' `E E - N 299 -348 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. 00 Wind ht. Wind loads and reactions based on MWFRS. SEMAL At 40 01 5A 39 FF 55 811308B7F4804982E95FB This Martibast.®mctaziaotitri gx nada Awalad by rSaa lMartbcg 'PE (n.. lk.9 47021 aci a 5RA4 ati�s aritSraY�;n ca�c. and cr:��calchz 21xra:-aisi�m a�rtcm�ldsed srEnazian� zssbd ' aaA6 ilex s�A:S aasYt�esteta9&�ac�9cmvar Hie uadfiadaax any gactmr� Diaz. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rec]uire extreme care in fabricating, handlingdripping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover p%e_ listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The su' btltty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www, inst.o ; SBCA: www.sbcindu .com; ]CC: www.iocsafe.ong Job Number: 136DCS009 Ply: 2 SEQN: 744965 / T141 HIPS 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: GM DRW: Truss Label: A7A Wgt: 193.2 Ibs / ... 10/30/17 f T + 137°10 19'10" } 21't 26'0"6 32-8" 39'8" 7' 6'7"10 6'2"6 12 5'0°6 6'77 10 7' m3X4 III2X4m3X6 =3X4 m5X8 12 C= 8 D E F G H 6 (� 4X6(A2) B �=-4 X6(A2) a A 1 Q P O- N M L'- K 1112X4 =4X6 =3X8 =1-10308 1112X4 7112 + 13'4.2 1� 910" 25'8° 14 32'6"4 39'8? 1� Loading Criteria (psQ Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl 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(TL): 0.948 E 498 180 1 3139 11572 / - / - / - / 5.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.096 K - - Wind reactions based on MWFRS EXP: C HORZ L 0.223 K B Min B Width Re 1.9 Des Ld: 37.00 Mean Height: 20.00 ft �) q 9 Code / Misc Criteria CreepFactor. 1.5 I Min Big Width Req = 1.9 NCBCLL: 0.00 TCDL: 4.2 psf Bearings B & I are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.891 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.767 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: No Max Web CSI: 0.618 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): 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 - 1 1547 - 3104 D - E 2289 -4641 I - J 13 -11 Value Set: 13B (Effective 6/1/2013) E - F 2289 -4641 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - Q 2736 -1352 N - M 4217 - 2092 Q - P 2749 -1354 M - L 4217 -2092 Nailnote P - O 4217 -2092 L - K 2748 -1354 Nail Schedule:0.128"x3", min. nails 4r1 O - N 4217 -2092 K - I 2736 -1352 w� Top Chord: 1 Row @12.00" o.c.sFxaw* yea Bot Chord: 1 Row @12.00" o.c. !�6 Webs : 1 Row @ 4" o.c. r Maximum Web Forces Per Ply (Ibs) Webs Tens.Com Webs Tens. Comp. Use equal spacing between rows and stagger nails p" P" in each row to avoid splitting: C - Q 308 -49 N - G 489 -228 a C - P 1621 - 801 G - L 461 - 648 Loading P - D 461 -648 L - H 1621 -801 #1 hip supports 7-0-0 jacks with no webs. V ftD - N 489 - 228 K - H 308 -49 Left side jacks have 7-0-0 setback with 0-M cant STATE E - N 299 -348 and 1-0-0 overhang. End jacks have 7-0-0 setback qd 0 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. - 4001SA38EF5681BO6137f4800992E85F5 M item hmbem d and sailed Sy rla cl marttnes, -x^E GL. M.04119V on 02 dale, shown Above trAls a SHA 1 suthentkaltea 000dc prbud crpmx lthix do_exstA= not crost&red sq=i Ord sealed and the sp,Adi xrt9ranGcaAiarsz44n enr:at 1avcdfbd =;mydsctform: CM10. r **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, handlinp shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anc7 SBCA) fc safety practices prior to pertormmg these functions. Installers shall provide temposrryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing lnsTalled per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�PI 1, or for handling. shipping, installation and bracing of hvsses.A seal on this drawing or cover page listing this drawing,indicates acceptance of pprofessional 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 ANSIlTPI 1 Sec.2. For more information see this tab's general notes page and these web sites: ALPINE: www.alpineft.com; TPI: www.tpinst.org; SBCP: www.sbcindustry.com; ]CC: www.iccsafe.org Job Number: 136DCS009 Ply: 1 1 SEQN: 717824 / T2 / GABL 4EJI3 2807-Elie "D" OL OW16 /DR Horton 14EJB 2807-Elie "D" OL DWI City: 1 FROM: AH DRW. Truss Label: B1 Wgt: 130.2 Ibs .. / _.. 10/30/17 1 �2X4(A1 A/ 104" 20'8" 104" 10'4" i Z4" 1.4 (TYP) ! =4X4 H J G K 6� E F L M ID N AD AC AB AA Z YX=WW V U T S R 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: ll 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 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. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 20'8" 20'8" 20'8" 1 i 1 Snow Criteria (Pg,Pf in PSF) Def11CSi 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 p. 81 137 / 39 / - / 11 / 248 Pf: NA Ce: NA VERT(LL): -0.001 J 999 240 Lu: NA Cs: NA VERT(TL): -0.001 J 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.003 M - - B Min Big Width Req = - HORZ(TL): 0.003 M - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.031 Chords Tens.Comp. Chords Tens. Comp. A - B 27 0 1-1 292 -21 Rep Factors Used: Yes Max Web CSI: 0.087 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 82 -91 J - K 241 -18 Plate Type(s): C - D 78 -35 K - L 190 -24 VIEW Ver: 15.01.01.0402.20 WAVE D - E 94 -24 L - M E-F 142 -22 M-N 142 94 -45 -66 F-G 190 -20 N-O 52 -86 G-H 241 -18 O-P 6 -111 H- 1 292 -21 P- Q 27 0 0 40 01 SA38 FF 55 8180 8B 7F4t3 00 99 2E 85 FB That leemhes tug cln�pxl grad a�aaalad by txaecml MA rtrwz 2E(€L, Lk- 04111n1 as the dal, shaven ab&m uatnp a sKt'l a�^thant�aa^+cr�n. a 4sud cWiasaftfi� doctsar Awl not cssw&f0d 1W&da;nd=1ad awsE tkc Sr".:^w;4 se�hltendta4zzaaw9tmut:br wdfbd ouafdeclmnk cinz.. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp- B -AE 172 -104 X - W 190 0 AE-AD 180 -105 W - V 188 0 AD -AC 183 -106 V - U 187 0 AC -AB 185 -107 U - T 185 0 AB -AA 187 -107 T - S 183 0 AA- Z 189 -108 S - R 180 0 Z-Y 190 -108 R-P 172 0 Y-X 190 0 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp_ C-AE 155 -87 W-J 188 -83 D -AD 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 H - Z 188 - 83 R - O 155 - 87 1-X 0 -154 *`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 anr7'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dthenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf 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 responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITI 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 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 ANSI/TPI 1 Sec.2. For more information see this iob's cieneral notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o • SBCA: www.sbcindu .com; ICC: www.Iccsafe.orq Job Number: 136DCS009 I Ply_,1 SEQN: 717825 / T1 / COMN 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qiy: 2 1 FROM: AH DRW: Truss Label: B2 Wgt 98.0 lbs .. / ... 10/30/17 6'4"8 10'4" 14'3"8 20'8" 6'4"8 3'11"8 3'11"8 6'4"8 D==4X4 1112X4 =3X4 =3X8 1112X4 1 6'2"12 6*2"12 2'5"4 1'8" 4'1"4 8'8" 10'4" 14'S"4 62"12 20'8" 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 Udefi U# Lac R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.051 1 999 240 B 842 / 384 1515 ! - 1237 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.085 1 999 180 F 842 / 384 1515 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.019 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean HORZ(TL): 0.037 H - - B Min Brg Width Req = 1.5 NCBCLL: 10.00 Height: 15.00 ft 9 Code / Misc Criteria CreepFactor. 1.5 F Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.437 Bearings B & F are a rigid surface. 9 Load Duration: 1.25 BCDL: 5.0 sf p MWFRS Parallel Dist: 0 to h12 TPI Sid: 2007 Max BC CSI: 0.299 Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.295 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 15,01.01.0402.20 A - B 27 0 D - E 970 -908 Lumber B - C 1147 -1283 E - F 114B -1283 C- D 970 - 908 F- G 27 0 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "138" uses design values B - K 1086 - B37 I - H 1083 - 853 approved 1/30/2013 by ALSC K - J 1083 -837 H - F 1086 - 853 J - I 1083 -837 Wind MAP Member design based on both MWFRS and C&C. t wir* '�*�■� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. *�� K-C 221 -23 I-E 493 -415 No ._ C-1 493 -415 E-H 221 -23 D - 1 581 - 569 * s ! 40'015A 38 FF 55 81 BO BB 7F 48 00 99 2E 85 FB a'hisan9s WwlbyBAaa lMwUnw, FE OL. tic.C+T7a312(cn tim s<%a.9e siarw�s a�an «.it,g a s3iA.i s�:id�ent�aea�¢, �rat¢d c�ias nrrt�s d.x.�-• arm nrrt crml�esmd sr3»asi and waled are 1t^C':ti9x,kas en 4 vud¢mssstta ar2t i.m=I di trrerlkz m=ius_ **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 Comp onen[ Safety Information, byy TPI ana'SBCA) fc safety practices prior to pertorming these functions. Installers shall provide temposrryy bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B1 D, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to draw!ngs 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�tL�Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the 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 pprofessions engineering responsibility solely for the design shown. The suitabrlrty and use of this drawing for any structure is flae responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes Pam and these web sites: ALPINE: www.al ineftw.com; TPI: www. inst.o ; SBCA www.sbcindu .com• ICC: www.iccsafe.org r ' Job Number: 136DCS009 Ply: 1 SEQN: 688602 / T3 / COMN 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elle "D" OL OW1 Qty: 2 FROM: AH DRW. Truss Label: B3 Wgt: 95.2 Ibs .. / ... 10/30/17 64"8 104" 14'3"8 20'8" 6'4"8 3'11"8 3'11"8 64"8 I 12 6 M io rN I I I 3X4(A1) B y� A 1, 6'2"12 6'2"12 Loading Criteria (psf) Wind Criteria J 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 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 "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C D=4X4 ,03X4 C E -3X4 J I H G 1112X4 =3X4 =3X8 1112X4 2'5"4 1'8" 4'1"4 6'2"12 8'8" 10'4" 14'S"4 20'8" 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 B S44 1385 / 515 / - / 223 18.0 Pf: NA Ce: NA VERT(LL): 0.037 H 999 240 Lu: NA Cs: NA VERT(TL): 0.085 H 999 180 F 780 1348 1448 / - /- 18.0 Snow Duration: NA HORZ(LL): 0.016 ,G - - Wind reactions based on MWFRS HORZ(TL): 0.037 G - - Creep Factor. 1.5 B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.474 Bearings B & F are a rigid surface. TPI Sid: 2007 Max BC CSI: 0.303 Bearings B & F require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.313IFR 10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate ype(s Plate Type(s): Chords Tens.Comp. Chords Tens. Comp_ VIEW Ver: 16.02.0113.0314.13 A - B 27 0 D - E 997 -912 B-C, 1151 -1287 E-F 1212 -1295 WAVE C - D 974 - 911 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - J 1089 - 908 H - G 1095 -910 J -1 1086 - 908 G - F 1098 - 911 INA ' owa Maximum Web Forces Per Ply (Ibs) 's Webs Tens.Comp. Webs Tens. Comp_ " NO 1047162- J - C 221 -23 C-H 495 -415 H - E 505 -426 E-G 223 -44 D - H 586 - 602 ' S ATE SEMAL 46015A38Ff5B81BOBB7F4800992E85FB ThA1tcm hu been sfEnad arsd+ Iad by flora lmartiaaa, PE.(a, t$c.C471E21 en the daw Mown abamt Wr ga5RA.1 attUisnhica;}etixmilit. s^abtadccpmof-dfkdea zenAmawcasrsddmail `sA Aziandre hd ter!tbc 5' 1a+.'thant3cr9iceo cmwt fle ued(W asamrfd"wr8s.. alas: "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, by TPI and'SBCA) y satPety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppey 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. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group 16c. 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 trvsses.A seal on this drawing or cover prane_ . listing this drawing indicates acceptance of proiessiona engineering responsibility solely for the design shown. The su" bility and use of this pawing for any structure is the responsibility of the Building Designer per ANSIlTP11 Sec.2. Job Number: SEQN: 4EJB 2807-EIle3 D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 I Wgt195.2 Ibs I FROM: JAH OB / T34 / COMNI DRW / ... 10/30/17 I Truss Label: 83A 6'4"8 10'4" 6'4"8 3'11"8 Da4X4 14'318 + 20W Tl1"8 64"8 112X4 m3X4 =3XB 1112X4 20'4" p 1 1 1, T 6'2"12 L 2'T4 I IT" F 4'1"4 1 6'2.12 f 6'2"12 8'8" 10'4" 14-5"4 20'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw 1 Rh / RL 1 W B 837 1382 1512 / - / 223 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.036 H 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.084 H 999 180 F 787 1350 / 451 ! - /- / 4.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.016 G - - Wind reactions based on MWFRS i Des Ld: 37.00 EXP: C HORZ L 0.036 G - - (T )= B Min B Width Re 1.5 � q = Code ! Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 it CreepFactor., 1.5 F Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.267 Bearings B & F are a rigid surface. Load Duration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: h/2 to h". TPI Std: 2007 Max BC CSI: 0.297 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.216 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 16.02.01D.0314.13 A - B 27 1) D - E 592 -896 B - C 684 -1271 E - F 698 -1249 Wind Duration: 1.60 WAVE Lumber C - D 679 - 897 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I 3B" 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 19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1075 - 528 H - G 1049 - 512 I J - 1 1072 - 528 G - F 1052 - 512 I - H 1072 - 528 Maximum Web Forces Per Ply (Ibs) Webs J - C Tens.Comp. Webs Tens. Camp. 220 -13 H - E 287 - 384 C-H D - H 302 -413 E-G 207 -12 567 -359 40 015A 38 FF 5B 88 BO BB 7F48 00 99 2E 85 FBI TLU ttain t411ba eIa23YYrdcaAjiVwd'mid =.fad by V�sl Mardi=, K(FL. tie. im,1221 on the Ears itwwaat W.As 2 SRA•1 atauseriticaat�ri cesfe. abtadc pta fttas ei=tm atom o&t=mhknd stparatand=Ia d wrttfe, :asfdrardmtima"e rn�k b� vedfimf raam=yedectrork im. '*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) fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. )tefer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1, or for handling shipping', installation and bracing of trusses.A seal on this drawing or cover 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 ANSI/TPI 1 Sec.2. For more information see this iob's general notes Dace and these web sites: ALPINE: www.alDineftw.com: TPI: www.tDinst.om: SBCA: www.sbcindustrv.com: ICC: www.iccsafe.om Job Number: 136DCS009 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: 4L1 Wgt 39.2 Ibs / ... 10/30/17 a 12 fi Loading Criteria (pso 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 91. 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. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. 5'2" 5'2" C=4X6 T N 1 111 ZAc# 10, -?i 5'2" } 5'2" 5'2" 10'4" 1' 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): -0.026 F 999 240 B 445 1279 1421 ! - / 81 14.0 Lu: NA Cs: NA VERT(TL): -0.029 F 999 180 D 445 / 238 / 252 / - /- / 4.0 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)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 19 0 C - D 1178 -658 WAVE VIEW Ver: 17.01.01A.0723.13 B - C 1208 -658 D - E 19 0 STATE 40 015A38 FF 50 81 BO BB 7F48 00 99 ZE 95 FB Wtitetsmaledbymamdmartin", �E �iFL.t[c.�4J.tH2f cnthadsarts�wa a6a�ia a�rga5Nt3 arsthentdwttencodm nbtedcopi zofaha4dcrrsacstmtnot cansidre9sisnadand s 1a d aR�tiLC .e7R+2341$IRfli 'a0i;86Si C1'3Wt be vedf eiiwi dedmrk carjas Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. B - F 592 -1000 F - D 592 -1000 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 300 - 273 ""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, by TPI and'SBCA} for safety practices prior to performing these functions. Installers shall provide temporary BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly iiid ceilingg. Locations shown for.permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Ar)DTv plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to a division of iPi 1,ortor n acceptance any structure failure to build the g or cover pa e wit. The suitability Job Number: 136DCS009 I Ply: 1 I SEQN: 6889741 T20 / HIPS , I 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty:' 1 FROM: JAI DRW: Truss Label: 4L2 Wgt: 3921bs / .. 10130/17 19 fi 5'0"8 5'0"8 10'4" 578 IIILA4 10, _ ! 11 10r4r, 1 10'4" 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# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.027 F 999 240 B 445 / 279 / 420 ! - / 80 14.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.030 F 999 180 D 445 / 238 / 250 / - /- / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.008 F - - Wind reactions based on MWFRS EXP: C HORZg L 0.009 F - B Min Br Width Re 1.5 Des Ld: 37.00 Mean Height: 15.00 ft �) g q NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 D Min Brg Width Req = 1.5 TCDL: 4.2 psf BldgCode: FBC 2014 RES Max TIC CSI: 0.398 Bearings B & D are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2007 Max BC CSI: 0.235 p Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.089 Chords Maximum Top Tens.Comp.Chord Chords Tens. Comp. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): A - B 19 0 C - D 1201 -658 Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 B - C 1230 -658 D - E 19 0 Lumber Value Set: 13B (Effective 6!1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP 91 B - F 592 -1025 F - D 592 -1025 Webs 2x4 SP #3 Lumber value set "l3B" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Wind C - F 300 -273 Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. yr No 047102 STATE F 0. .. .. �. 40013A38FF5B81BOB37F490099 2E 85FB Tdsi$ iteni%wnbern alecicassss pi red znds fed by Mas"I Martins, PE(FL , uc.va71971 mate d&W shaven abm u^J,g a 944,3 authenf="wide. Fimed coq�scdthnn dmumo A ara not casntdcamd igne4 and =Ind and the !HA I-z"therd30*n m de n"st ba VtdILd M MV dwtrark enpin. **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 satPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 810, as applicabgle. 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 Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of Wsses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. Far more information see this iah's general notes nape and these web sites- ALPINE www_alnineitw_mm, TPI, www_tninstam, 88CA wwwsbdndusfrv.comc ICC- www.ic safe.om Job Number: 136DCS009 Ply: 1 SEQN: 688982 / T32 / HIPS 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: JAH DRW. Truss Label: 41-3 Wgt: 49.0 Ibs .. / ... 10/30/17 3' 7'4" 3' 4'4" 12 4 p - C =4X6 ih=2X4(A1) B 13 5 A y H 1112X4 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " fi, Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to hj2 C&C Dist a: 3.00 it 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 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC i 10, =4X4 D =—JA4 10'4" 3' "12 3'10"12 3'3"8 "12 7'0"8 10'4" 1' 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): 0.026 G 999 240 .B 568 / 278 / - 1- 1- Lu: NA Cs: NA VERT(TL): 0.058 G 999 180 E 568 1278 /- / - / - Snow Duration: NA HORZ(LL): 0.008 G - - Wind reactions based on MWFRS HORZ(TL): 0.018 G - - B Min Brg Width Req = 1.6 Code / Misc Criteria Creep Factor: 1.5 E Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.241 Bearings B & E are a rigid surface. TPI Sid: 2007 Max BC CSI: 0.260 14.0 / 4.0 Rep Factors Used: No Max Web CSI: 0.059 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 19 -14 D - E 510 -1120 WAVE VIEW Ver: 17.01.01A.0723.13 B - C 509 -1127 E - F 19 -14 C - D 468 -1088 Loading #1 hip supports 3-0-0 jacks with no webs. Left side jacks have 3-0-0 setback with 0-2-1) cant �a* and 1-0-0 overhang. End jacks have 3-0-0 setback ° a with 0-2-0 cant and 1-0-0 overhang. Right side jacks i a� have 3-0-0 setback with 0-2-0 cant and 1-0-0 overhang. w Wind Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. WRLALA 40 01 SA38 FF 55 S1 ti0 BB 7F49 00 99 2EE SS FB Thuitemkmbtrnafezlrcn^ztca�y�srep"aat4s afodbyLuu,a3martrnes, a£ FL. Uc. T111PI"the da?a.sfwwa abam w.Iog a SRA3 l aa.� enC,caliws reads. 4s%secd cct��sadd�s tiacux^zsn•Q aam a�ot t.asuiad s�cxa-and sealed arsd 2t�e.'�.. u•.". a;.Phent;ca9ensszade n,:si 9os vrrSf`vn! txs acydectror�ir cayiaL. 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 "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) fr safety practices prior to performing these functions. Installers shall provide temporary bracing 1�er BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or k as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. AI ine, a division of ITW Buildintq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippinV, installation and bracing of trusses.A seal an this drawing 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 ANSI1TPI 1 Sec.2. Job Number: 136DCS009 Ply: 1 SEQN: 744926 / T23 / VAL 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 city: 1 FROM: GM DRW: Truss Label: V1 Wgt: 29.4 Ibs / ... 10/30/17 4'2" 8'4" 4'2„ 4'2" 12 B-4X4 T 6� 3X4(D1)=3X4(DC1) N A -eoa E D 1112X4 8'4" _I 4'2" 4'2" 4,2" 8'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/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 Udefi U# Loc R / U / Rw / Rh / RL / W E- 73 137 / 34 / - 18 / 100.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.016 D 999 240 BCLL: 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: 11 Snow Duration: NA HORZ(LL): 0.007 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ L 0.008 D - - �) BearingE is rigid surface. a 9 Code I Misc Criteria NCBCLL: 10.00 Mean Height: 19.77 ft TCDL: 4.2 psf Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf BldgCode: 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. Camp. A - B 221 -212 B - C 221 -212 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CS 1: 0.122 Loc. from endwall: not in 4.50 It FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.0101 0402 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 "l3B" uses design values B - D 411 -336 approved 1/30/2013 by ALSC Wind 1, Member design based on both MWFRS and C&C. MAP %� o Additional Notes. as See DWG VAL160101014 for valley details.NO 047102 i °: STATE OF s i 4, . 144 40 015A 38 FF 58 8180 BB 7F48 00 99 2E85 FB Tits ltemitss R>.sam 1edn::ddcaW%tnad and R fad by M.r lWrtbncz, n tZ Lk. 947,101 on th4daft Acwa aEmam u.4fig a SRA4 art: ihtrsticL3ic�u rax9r. ftiemdcooks ofthkdsxtYc¢-At notcr, wSvrads% ai=druled orbth¢.Wlzvkhmt'CIimav2do maze ux waifad osan y dcamnk, C.M10L —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 fellow the latest edition of BCSI (Building functions. Installers temporary Component Safety Information, by TPI and SBCA) for safety practices pnor to performing these shall provide bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, Joint -Details, (Zefer to as applicable. Appty 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 Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSIrfPI 1, for handling installation bracing trusses.A seal on this drawing or cover conformance with or shipping, and of page. . listing this drawing indicates acceptance of professrona 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. Far more information see this ioUs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.a ; SBCA www.sbcindu .mm; ]CC: www.iocsafe.org 4 Job Number: 136DCS009 I Ply: 1 SEQN: 744928 / T21 / VAL 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: GM DRW. Truss Label: V2 I Wgt: 16.8 Ibs .. / ... 10/30/17 Loading Criteria (psf) 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: 20.32 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL:5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to hl/2 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 #1 Lumber value set "13B" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 1'11"8 1 3'11" 1111,18 11111,18 12 6 B= 3X4 3X4(D1)=3X4(D1) A C D 3'11" 3'11" 3'11" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in foe L/defl L/# Pf: NA Ce: NA VERT(LL): -0.006 999 240 Lu: NA Cs: NA VERT(TL): 0.007 999 180 Snow Duration: NA HORZ(LL): 0.002 - - HORZ(fL):-0.003 - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FB_C 2014 RES Max TC CSI: 0.062 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: 15.01.01,0402.19 STATE 40 015A38 FF 5B 81 BO 815 7F48 00 992E 85 FB TM itatri Aasixern eis nad z4wafad try Ltsnm lMart in". n in, lic. =7183.tai Eh8 dais shasans abwas 4rjng a 5HA'1 asditenraca'te� zeia� 2statcdcg3iassxichis dreur sate not srmtid&aad sq"A zsd=bd an6 tho EA•1 as2ficn atitiss 9e fiat be wriftcd caany dcctsmrk sepias... ♦ Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W D• 70 / 29 131 / - / 6 / 47.0 Wind reactions based on MWFRS D Min Big Width Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 202 -162 B - C 202 -162 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 158 -160 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '"`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 1l Safety Information, bV TPI and'SBCA) r satiPety 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 pro9any Bid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 10, e. Apply pfates to each face ottruss and position as shown above and on the Joinf Details, unless noted otherwise. k6fer to BOA -Z for standard plate positions. a division of "I PI 1, or for n acceptance any structure the its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rP11 Sec.2. see Job Number. Truss Label: M6 DCS009 Wgt 15. Ibs FROM: 622764 / T47 /SPEC / 10/30/17 4EJ6 2807-Elle "D" OL OW16 !DR Horton 14EJB 2807-Elie "D" OL DWI Qty: 5 FROM: AH DRW: I Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0 " NO C 5'8118 1' 518118 $♦ 3f—I 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL:5.0 psf MWFRS Parallel Dist: 0 to h/2 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 :Rt Bearing Leg 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. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in too L/defl L!# VERT(LL): -0.023 E 999 240 VERT(TL): 0.030 E 999 180 HORZ(LL): -0.009 E - - HORZ(TL): 0.012 E - - Creep Factor. 1.5 Max TC CSI: 0.374 Max BC CSI: 0.209 Max Web CSI: 0.321 Mfg Specified Camber: VIEW Ver: 16.01.01B.0614.20 047102 <r ,e e; STATE 40 01 5A 3E FF 50 81 B0 BB 7f 48 00 99 2E 115 FB MIX Item =a smfadby FAIa lMarflAw' ?£ (;fi.. ltc.YdE7r821 Fait shawitaF.avm^,fng a 54?bd aa.�rhantkrt3rn cr�a, tads aas rxk dmc 't=not=ilt 011 maa-zimilseated ar.6 thc.5':uc� aartDranGtaAseaau.�e mint Lin marlfatd.cn wr deamnk [hp3nL N 50 r n T 71"4 _C_ ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 293 1126 /217 /- /101 /8.0 D 215 1114 /138 /- /- /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 Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-E 89 -176 Maximum Web Forces Per Ply (Ibs) I 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 fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, b 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 sheathinq and bottom chord shall have a pro pperly ,i�id ceiling Locations shown for permanent lateral restraint of webs. shall have bracingq 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 f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of its drawin any failure to build the on this drawing or cover page_ ie design shown. The suitability i Job Number: 136DCS009 Ply: 1 SEQN: 622766 / T30 / GABL 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2801 -Elie "D" OL OW1 Qty: 1 FROM: DJH DRW: Truss Label: M6GB Wgt 28.0 Ibs / ... 10/30/17 3' 4'4" 5'10"4 A2 3' 1'4" 1'6"4 E 12 4 T T C;:—D C rc fM � N n 2X4(A1)B I iv Al 11I 1 F H G 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 #1 Webs 2x4 SP #3 Lumber value set "13131" 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. 6' 3' + 1'4" + 1'6"4 3' 4'4" 5'10"4 12 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.002 H 999 240 B* 85 140 / 61 / - ! 17 / 72.0 Lu: NA Cs: NA VERT(TL): 0.003 H 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.002 E - - B Min Brg Width Req = - HORZ(TL):-0.003 E - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 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(0)/10(0) Mfg Specified Camber: B - C 14 -178 D - E 12 -40 Plate Type(s): WAVE I VIEW Ver: 16.01.01B.0614.20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H Z76 -25 G - F 289 -27 H - G 285 - 26 }� 40015A3.8FF5B81 80BB7F48C0992E&5FB 4hk13arr tvx9as xak red a�xlcd6yrsarssx7motin=, e'E (ri., srt.s�aaszl nn t�ucia4c 5R7wn atavm rig a SHk"3 ftbudcnpluoftfut drxu^s a not mwdwod �4=ti salad and im mwt bcvadfw we my Weetrmrh� .. r 16L a Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C-H 223 -115 E-F 112 -41 D - G 242 - 79 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricatingg handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI and'SBCA) y 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 any Iid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610, e. Appty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to a division of ITW BuildinccL�Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shippIn, 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 suitabdtty ie of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS009 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: M6A Wgt 22.4 lbs .. / ... 10/30/17 3 rr 4'4" 1'8" 1' '{ 6' _I 6' 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 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 #1 Webs 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. Right end vertical not exposed to wind pressure. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.006 D - - HORZ(TL): 0.011 D - - Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.295 TPI Std: 2007 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.191 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 �.No 04711.62 STAFF OF 40015A38FF5881BOBB7F4900992E85F6 Thtt item has bztn e{ar3cmn send s3rSaeatad by FAaamzmd rAnrttnrs, F'E(1, uc.C471821 M badrt shown zb, tringa SHA-1 au3hnnC,cat3�xs aa�Je, t to et �.s¢rshss d^-=-*�ara a�rot cr se9 Npvi2, s=6d arod1% �vthen a, ern�zt hm s�et3Fc6mmydearmw-- capias- ♦ Maximum Reactions (Ibs) Loc R I 1Rw /Rh /RL /W B 253 / 111 / 180 / - /101 / 8.0 E 173 / 56 / 137 / - / - 18.0 D 105 /73 /46/- Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = 1.5 D Min Brg Width Req = - Bearings B & E are a rigid surface. Bearings B & E require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 30 -71 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 24 -34 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - D 209 -132 —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 f Safety Information, byy TPI ancT'SBCA) 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. AfpTy plates to each face of truss and position as shown above and on the Joint'Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of "I NI 1, or for nanaiir acceptance of ppr any structure is thi ral notes page and these failure to build the g or cover page rn. The suitability � C r ! Job Number: 136DCS009 Ply: 1 SEQN: 725460 / T6 / VAL 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 City: 1 FROM: AH DRW: Truss Label: 4MV1 l Wgt: 18.2 Ibs .. / ... 10/30/17 1 12 R T I!t 5'3" 5'3" 5'3" Loading Criteria (psf) Wind Criteria i Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TOLL: 20.00 Wind Std: ASCE 7-10 I Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf, NA Ce: NA VERT(LL): NA D* 72 115 / 47 /- / 7 163.0 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: C HORZ(TL): 0.012 C Bearing D is a rigid surface. Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 1.5 NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 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 Factors Used: Yes Max Web CSI: 0.133 A - B 18 -54 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bat Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE IVIEW Ver: 15.01.01.0402.20 Chords Tens.Comp. Lumber A-C 106 -5 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bat chord 2x4 SP #1 Webs Tens.Comp. Webs 2x4 SP #3 Lumber value set "l313" uses design values B - C 179 -117 approved 1/30/2013 by ALSC Wind+ Member design based on both MWFRS and C&C. 't e� matra Additional Notes�� mow. v See DWG VAL160101014 for valley details. No-. �- " .7 c "aSTATE OF SERIAL* 40 013 38 FF 5B SI BO BB 7f 4g 00 99 2E &5 FB Tfslt hamWaa becn cledratkabyslpad'.and ualad by M=Al Martinma, K (a. 1%e.9471921 an the r�aim shaaan abate tastng a 5H$i zset3f an[tsazteas sn_de. rvbtad ceata rJtNx dora-mantmrm not cmeawad*nan3and.fi2d and If e 5FAa avtian6ka2kamde mcat ba wffW maarpdactrads . ra pim **WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlingshipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an7'SBCA) r safety practices pnor to performing these functions. installers shall provide temporary bracing per BCSL Unless noted olherrrise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling.' shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this �awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. * Job Number: 136DCS009 Ply: 1 SEQN: 725462 / T4 / VAL 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: GM DRW. Truss Label: 4MV2 Wgt: 14.0 Ibs / ... 10/30/17 12 4 F-� 1112X4 B A=3X4(D1 n r_ 1112X4 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 to 2h Spacing: 24.0 " C&C Dist a: 3.00 it 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 #1 Webs 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. Additional Notes See DWG VAL160101014 for valley details. 2'11 "4 �{ 2'11 "4 2'11 "4 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.001 C HORZ(fL):-0.002 C - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.052 TPI Sid: 2007 Max BC CSI: 0.060 Rep Factors Used: Yes Max Web CSI: 0.036 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 M0047-102 e STATE 01F. 40 015A 3E FF 5B $ISO 837F48-00 99 2E 85 FS r£'.tt iterniraai3aan ake9taaYra /xagnad=Azsalad by Y,12—s3 Mirttaes> A(FL. LkV37101 on the ddazitownabwm w•.ngaSPA4 ats"13fafitSq$%$9£LtS' 6. r"Ymtadco,�3asdxhia does Amagotamtdduad zi'gruw and aatad mob fi�.S�iR-3 �.4aianGwtimnc2tla raa:.[araaaarif�i r� sad* e�ectw�is ca�lax� ♦ Maximum Reactions (Ibs), or *=PLF Loc R I /Rw /Rh /RL /W D* 75 /12 /44 /- /6 /35.2 Wind reactions based on MWFRS D Min Big 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 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 f Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ceiling. Locations shown for permanent lateral restraint of webs shalt have bracingg installed per BCSI sections B3, B7 or B10 Kildc, ,. ADDty Diates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. hefer to a division of ITW BuildiphComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI�I PI 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 ;e of this drawing,, for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. information see this mob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinsf.org; SBCA: www.sbdndustry.com; IM www.ic safe. 14EJB Label: lle D" OL OW16 /DR Horton /4EJ8 28 7-Elle "D" OL OW1 I Wgt 23.8 Ibs ISFROM:GM744921 / T18 / EJAC I DTrussRW % 10/30/17 I T ) Loading Criteria (psf) Wind Criteria j 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: 20.00 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 l Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "l3B" uses design values approved 113012013 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 Udefl U# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.022 D HORZ(fL): 0.031 D - - Code i Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.533 TPI Std: 2007 Max BC CSI: 0.368 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.19 0 ST ,ATE QF 40 015A38 FF 58 8180 8B 7F48 00 99 2E 95 Ft3 Z7ait itamhsask+scsa alazteyz�+radaeadsmalad dry Maxa^�i Mart(nez. W.947192.t an the Sshua�ssa6as^s trdngr5HR3 aiahea�3cr9€as�Me. s'tnd nr�ia'sadtts dt�ss�ata.mffietat crnsttaxad sa�ezi aaad s�alnd E t7� x+,tx anl3cal�vx �mwtA.awAf dmsri deatmr& dins.. C 1 O to M Ch 1 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 336 / 155 / 257 1- / 211 / 5.5 D 127 /26 /102 1- /- 11.5 C 171 1169 /85 1- l- /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) Chords Tens.Comp. Chords Tens_ Comp. A-B 27 0 B-C 77 -160 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shi ping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and'SBCA) for satPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, le. AoDty Dlates to each face of truss and.Dosition as shown above and on the Joint Details, unless noted otherwise. kefer to a division of ITW Buildin�fL�Components Group tnc.,shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handl!ng shipping, installation and bracing of trusses.A seal on this drawing or cover page. this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability ;e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS009 Ply. 1 1 SEQN: 744923 / T5 / EJAC 4EJB 2807-Elie "D" OL DWI /DR Horton /4EJB 2807-Elle "D" OL OW1 Qty: 5 FROM: GM DRW: Truss Label: EJ7A Wgt: 21.0 Ibs .. / ... 10/30/17 2X4(A' T Loading Criteria (psq 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: 20.25 it NCBCLL: 10.00 TCDL: 4.2 psi 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: 0A8 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 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 7' 7' Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Pf: 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. 1.6 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)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.19 ,'Z No 047182" � v � e 0 Sa J 40 01 5A 38 FF 5B 81110 8B!F49 00 49.2E 85 FB r7"ds Item hw Sbrm aad %uledby Ma"A Martin", eE(FL.lYt.C+TA:E2tarrt%a a3exriav+scaFx rr igaSN,k1 ��thett��r.cnde. ifr;aend rr+aiasarth� tiacr�ct�i arca�bte�mdrsad stdncais�d sea�x4 w,6 tFc S—:s4aE aarthenCcatisua code mmktove fiad morydatmmb_ cr< Im B ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 270 / 79 / 185 1- / 148 / 5.6 C 128 / 23 1105 1- /- / 1.5 B 174 / 132 / 88 / - / - 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 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 Safety Information, byY TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. AppTy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. k4fer to 60A-Z for standard plate positions. a division of any ris drawin any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS009 Ply: 1 SEQN: 744917 / T15/ JACK 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Eile "D" OL OW1 Qty: 8 FROM: GM DRW: Truss Label: BJ5 Wgt: 16.8 Ibs .. / ... 10/30/17 C 12 6 M O � CV ch CM 2M(A1) B 13 A D {� 1 a 5' I 51 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 263 / 123 / 208 / - / 155 15.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 117 170 / - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: 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 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 19.50 it TCDL: 4. psf Cree Factor. 1.5 p B Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.329 D Min B Width Re � q = Load Duration: 1.25 MWFRS Parallel Dist: D td h/2 TPI Std: 2007 Max BC CSI: 0.182 C Min Brg Width Req = Spacing: 24.0 " C&C Dist a: 3.00 ft i 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: GCpi: 0.18 i Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 1 WAVE VIEW Ver. 15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. 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 byALSC Wind Member design based on both MWFRS and C&C. 40015 Tf588180BB7F4800992E&5FB sta7xltnmr,*arssela�t's�nadar..�a+ealmdtryvAaaa�9�larcbwar, %�i{EL.Uc.�%21B2t ��,m d�aa shaw,taLaa�ta^.9a,g�sT senticavezaaa Pr�otndCopbff ftdd5dwormcmt� not cwuldmdstdna.6 =d=hd grad ti<c :P2 sv�dacn�t�ea�la mvxi Paa-aerifk:d_� acprsdectrerk ccyin,. A-B 27 0 B-C 53 -126 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricatingQ handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenF Safety Information, byy TPI and SBCA) toh'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 propperly d riggid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, icable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise: (2efer to )s 160A-Z for standard plate positions. a division of ITW BuildinlComponents 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 Wsses.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 thawing for any structure is a responsibility of the Building Designer per ANSIlTP11 Sec.2. Job Ply: 1 Trusty Number: BJ3DCS009 Wgt - 8 Ibs I FROM: 744915 / T16 / JACK I / 10l30/17 I 4EJ6 26D7-EIIe "D" OL OW16 [DR Horton /4EJ8 2807-Elie "D" OL OW1 Qty: � 8 FROM: GM DRW: C 12 6 co O � T_ 2X4(A1) B CV A D 3' 1' 3' Loading Criteria (psf) 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: 11 EXP: C Des Ld: 37.00 Mean Height: 19.00 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 "l36" uses design values approved 1/30/2013 byALSC 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 Udefl U# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.004 D HORZ(TL):-0.004 D - - Code / Misc Criteria Creep Factor,. 1.5 Bldg Code: FBC 2014 RES Max TC CSi: 0.183 TPI Std: 2007 Max BC CSI: 0.075 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.01.0402.19 WAVE 40 015A FF 5B 8180 BB 71748 DO 99 2E 95 FB ThIc Itemieaab� tlearanIcAyMpodwAaaaW by MwweAbbrtiam:z ?� €fit., uc.n�r.E2(an t4icd3x¢shawn atsr® uiog a SNAM3 =AN=dQ&ACCdr. �8zt¢d crmimsarttds dacr�at � spat ccna§dea¢d �xtc.3 and z�akrd and the to aW d=tmnk mr,1.1.. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 193 195 /162 /- /101 /5.5 D 51 /8 /42 1- /- /1.5 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) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -110 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin sh!pping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSL Unless noted dtherwise,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 B10, e. AppTy plates to each face of truss and position as shown above and on the Join[Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of lrl i,orrorn acceptance any structure lis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 09 Ply: 14EJB 8077IEIIBe "D" OSLOW16 /DR Horton /4EJB 280I -Elie "D" OL OW1 I Wgt 111.2 Ibs I FROM: GM913 / T17 / JACK I DRW./ 10/30/17 I Truss 4"3 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: II EXP: C Des Ld: 37.00 Mean Height: 18.50 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: 3.00 It Loc. from endwall: Any GCpi: 0.16 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 "l38" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 12 6 C =2X4 Al B co o Ln A �- D 1' �— 1' 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D - - HORZ(TL): 0.001 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.171 TPI Std: 2007 Max BC CSI: 0.016 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. 047102 STATE 0 40 01 A38 FF 58 81 B£i BB 7F 48 00 99 2E 95 FS ThuItate lu%bem Akana'awivivn4dM%dwifadby r�tara 9uasrt£sa ; Pee ri.,0C.CS7=1as the data Aaw"at:atm tying35NJ.•i. sezidraumoode. ?Tbwd 4CPkSdW1 do==A Nnnot C=W'knds4na-: ndst~aiad ant thc:. 3—A.ttkatimcole nit ha wdHcJ enamddectranY- snttat. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 150 187 / 146 1- / 49 15.5 D 11 /11 /19 1- 1- 11.5 C -14 /29 127 1- 1- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Big Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -19 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 Safety Information, by TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarV BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly )id ceiling Locations shown for permanent, lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. fkefer to 60A-Z for standard plate positions. a division of ilure to build the or cover page . The suitability any Job Number: 136DCS009 Ply: 1 SEQN: 688978 / T53 / EJAC 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty:.4 FROM: JAH DRW: Truss Label: 4EJ3L Wgt: 12.6 Ibs / ... 10/30/17 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: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 fit NCBCLL: 10.00 TCbL: 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 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 byALSC 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 III to M 11 Fi Y 31 i 31 Snow Criteria (Pg,Pf in PSF) DefilCSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R ! U / Rw / Rh / RL / W B 192 1124 / 192 ! - ! 57 / 4.0 Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 49 133 / 68 / - / - / 1.5 Snow Duration: NA HORZ(LL): -0.002 D - C 61 140 / 31 1- I - / 1.5 HORZ(TL):-0.002 D - - Creep Factor: 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.176 D Min Big Width Req = - TPI Std: 2007 Max BC CSI: 0.069 C Min Big Width Req = - Bearing B is a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. i VIEW Ver: 17.01.01A.0723.13 WAVE A-B 19 0 8-C 19 -61 NO 04710 TA79 40 015A38 IFF 5B 81 80813 7Fi 49 00 99 2E 85FB Thk it¢r*r: ;ss .¢c3tic1¢et. 'x +ndwAsealrd'by Ss4n&d R4artmaY, (¢L.. itc, s#Tf;3y(amt3r4; xhawrs s�<v.�»�e�a54r�+Z ;�tE44rtA;¢sisa. �+a�rcd c¢�i¢.ss5 dr�c�sseratmm arz+tcsanimd apt mad ssai¢d asxfi ih "A-!3 zxdie¢ tirati as¢a9¢.nit ka�dfbdM 3fdf tr4f . codas.. **WARNING"* READ AND FOLLOW —IMPORTANT** FURNISH THIS DRAWING TO A as a division of nice with ANSU I F9 1, or Tor n ing indicates acceptance s thawing for any structure see this lobs general notes page an( Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 L NOTES ON THIS DRAWING! CONTRACTORS INCLUDING THE INSTALLERS tailing and bracing. Refer to and follow the latest edition of BCSI (Building ces prior to performing these functions. Installers shall provide temporaryiy perly attached structural sheathing and bottom chord shall have a proppefly Sint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, shown above and on the Join Details, unless noted otherwise. (2efer to be responsible for any deviation from this drawingq any failure to build the stallation and bracing of trusses.A seal on this drawing or cover page g res ponsibility solely_for the design shown. The suitability i 1 Job Number: 136DCS009 I Ply: 1 SEQN: 688976 / T9 / JACK 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJ8 2807-Elie "D" OL OW1 Qty: 4 FROM: JAH DRW: Truss Label: 4BJ1L I Wgt: 11.21bs / ... 10/30/17 12 4 � C 2X4(A1) B r r— A D r Loading Criteria (psf) Wind Criteria I 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 Udefi U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(iL): NA BCDL: 10.00 Risk Category: II I Snow Duration: NA HORZ(LL): 0.000 D - Des EXP: C HORZ L 0.000 D )t Cade / Misc Criteria .00 NCBCLL: 10.00 Mean 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: 0.179 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.019 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver. 17.01.01A.0723.13 Wind Duration: 1.60 WAVE 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. Left cantilever is exposed to wind Left bottom chord exposed to wind. No 04710a 40 01 SA38 FF51381BO8B7a 4500992E&5F8 *&iw(nhasarA=aaiadbgtMa�ui4Aar3kn44 €*£ K. tie.947=21 an Vie dYtesttwn ab m Wng a 53iA4 ar�renticasieas:.tzde. ' �aaatasd cr�nSa.�id�sd�Ersmztaremat ccxai�md ��nar'uad:ealaai araE ih�S'i-'.:a�2�.4iheat4a^,catac�la m4:.t be verlf�m`a�jdscim�a& . cncim ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh 1 RL 1 W B 140 /121 /155 /- 131 14.0 D 11 /0 /6 1- /- 11.6 C 0 /22 l23 /- I- /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) Chords Tens.Comp. Chords Tens. Comp. A-B 17 0 B-C 22 -8 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses recq]uire extreme care in fabricating, handlinq'shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and, position as shown above and on the Joint Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group., Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1, or for handlingf 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 dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sen. . Job Number: 136DCS009 Ply: 1 1 SEQN: 6889801 T36 / HIP_ 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty-. 2 FROM: JAI- DRW: Truss Label: 4CJ3L Wgt: 15.4 Ibs .. / ... 10/30/17 2.8312 2X4(A1)B 3 A �--- VY 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 It 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: 3.00 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 #1 Lumber value set "136" uses design values approved 1/30/2013 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 span/setback 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. T 4'2"3 4'2" 3 Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D - HORZ(TL): 0.000 D - - Code / Misc 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)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.01.01A.0723.13 No 047162 ` m S TAT +es .E O 40 015A38 FF 58 81BO 811 7F48 00 99 2E,95 FB Thu iramisasipem a{a�.q nad.ar 9s;etlad by mare lwrftf , PE in. ik.0471921 on t3�s �aSethuvan atxave..�nga SFiT 8 as�?asemttsa%}�+cax�r, c r��ac3 r��.smiih� sicxi�,csaat mm a�mca�m3ivsed signpz.' � ssal�� and thx�L3:.2aut$tcntca7kwavadonul rxn�dtcd rara�dectmr� «Ins. C T TN D - ♦ Maximum Reactions (Ibs) LOG R I /Rw /Rh /RL /W B 127 178 /- /- /- 15.7 D 20 1- /10 /- /- 11.5 C 51 /39 /- 1- I- /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 Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS gwire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and SBCA) 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 lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, 'le. Appty plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kifer to 60A-Z for standard plate positions. a division of 'IF9 i,ortornan acceptance of any structure is failure to build the g or cover page in. The suitability information n Job Number: 136DCS009 I Ply: 1 SEQN: 744919 / T19 / HIP_ 4EJB 2807-Elie "D" OIL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 4 FROM: GM DRW. Truss Label: CJ7 Wgt: 40.6 Ibs / ... 10/30/17 I 575 9110"1 575 4'6"11 D =2X4(A1) B T 1'5" —+— Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed I BCDL: 10.00 Risk Category: 11 Des Ld: 37.00 1 EXP: C Mean Height: 19.99 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: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 j Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. i 12 4.24 p '-�,2X4 C v 9) v =5X6 9WI 9'4"1 6" Snow Criteria (Pg,Pf in PSF) DeflICSI 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): 0.039 F 999 240 B 326 1199 / - / - ! - / 7.0 Lu: NA Cs: NA VERT(TL): 0.059 F 999 180 E 365 / 120 / - / - ! - 11.5 Snow Duration: NA HORZ(LL): 0.011 F - - D 212 / 219 ! - / - ! - / 1.5 HORZ(TL): 0.017 F - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.412 E Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.611 D Min Brg Width Req = - p Factors Used: No Max Web CSI: 0.283 B is a rigid surface. ZBearing RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens_ Comp. WAVE VIEW Ver: 15.01.01.0402.19 A-B 9 -8 C-D 78 -83 B-C 491 -581 0 4o 01 sA 3a FF 55 811301117F 48 00 99 2E 95 FB z9sishawsatas ieataekei�rratrs /x ttadare2.a1ludbyLL-A ad69AaLnar' ZL, UB ."711121 on the cYats shnrars ahnva using a WWI aL'�fatSC9Ca$iL37 �G Pr9atad«su saait}drdg�a-saw a€saF ecrai�$rod rasi azad MW m6tivt fSA taAemtimssmecdammi bave3fcdmwydatmwk sa 10L Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. B-F 5W -446 F-E 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 487 - 600 '"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vqire extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and'SBCA) for 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 propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins sled per BCSI sections B3, B7 or B10. e. Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of any structure is its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability .b Number: 6DCS009 Ply,' rB 2807 Elle3D"OL OW16 /DR Horton 14EJB 2807-Elie"D"OL OW1Wgt189.6 Ibs IFROM: JAH 00 / T25 / SY42 DRW.Is Label: FT1 / ... 10/30/17 �- 1'6"4 --�-- 1'4" -- (T'P) A 2X4(R) � 3a A W=3X4 B C D E F G H I J K L M N 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 6/112013) 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 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 out except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. No W=3X4 16'7"8 16'7"8 Snow Criteria (Pg,Pf in •PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.000 N 999 360 O. 108 /_ / - /_ /_ 1199 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 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. Camp. TPI Std: 2007 Max BC CSI: 0.021 A - B 0 -1 H - I 0 -1 Rep Factors Used: Yes Max Web CSI: 0.035 B - C 0 -1 1-1 0 -1 FT/RT:20(0)/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 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 Bot 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 >)out Z- Y 1 0 S- R 1 0 14, MAP 411 Y-X 1 0 R- Q 1 0 ro%a i * X-W 1 0 W-V 1 0 Q-P P-O 1 1 0 0 a ��e�► V - U 1 0 yr No 047182 - 0 , Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. e AC -AD 0 -5 O-N 0 -10 A -AB 0 -63 N-O 0 -65 ' D Maximum Gable Forces Gables Tens.Comp. Per Ply (Ibs) Gables Tens. Comp. v- . � I B -AA 0 -155 I- T 0 -133 # C- Z 0 -128 J- S 0• -133 D-Y 0 -134 E-X 0 -133 K-R L-Q 0 0 -134 -128 40015A38FF5881BOB137F4800992E95FB F-W 0 -133 M-P 0 -155 Thit item hm been eleamn#cA�}stoed wd Uziedby 4Aa lktarunc:, G-U 0 -133 °� (&L. 24c.m47183.:j t:ttt8tta �iYCffiiV3wik dbBiAY.iP'affi` i535H�*'i. aL^tSieRCxCJ.tiHSS4it�e.• �3ated rr�a�,"$sfsL• dtxerra�tane noteid 5�new snd;ealad anE the �.£,.*:. zenticat�x wde ntat tze anr3f�A tat stryelatrar� C=IeL "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) toy 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 proppefly 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. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq�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 handlia shippinq, 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 thawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this' Us cieneral notes page and these web sites: ALPINE: www.al ineitw.mm; TPI: www, inst.o ; SBCA www.sbcindu .com• ICC: www.iccsafe.o R Job Number: 1'36DCS009 4EJB 2807-E!le "D" OL OW16 /DR Horton /4EJB 2807IElle "D" OL OW1 Truss Label: FT2 7'5' 8 r5"8 �1'3" 94 1_�17--1 =4X6 =4X4 . 1113X4(R) A B C D E F T8 =2X4(R)X a —2X4(R)Y 1 �'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 ft Loc. from endwall: NA 1: 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 I Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes I1 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. Ply: 1 SEQN: 688549 / T55 / SY42 Qty: 12 FROM: JAH DRW: Wgt 103.6 Ibs / ... 10/30/17 9'5"8 16'7"8 2' 7'2" 1� 3"12 13 =4X4 1113X4(R) W=3X4 =4X6 G H I J K^ L M U T S R Q P =3X6 W=H0308 1113X4(R) =3X6 =4X6 1113X4(R) 16'7"8 Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W PF NA Ce: NA VERT(LL): 0.195 F 991 360 W 901 1- / - / - / - / 7.5 Lu: NA Cs: NA VERT(TL): 0.306 F 633 240 O 902 / - / - / - ! - / 4.0 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 I Misc Criteria Creep Factor. 1.5 Bearings W & O are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.582 Bearing W requires a seat plate. TPI Std: 2007 Max BC CSI: 0.682 Rep Factors 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 1- 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. Camp. It W- V 872 0 S- R 2918 0 MAq V-U 2134 0 R-Q 2834 0 'vrwx U-T 2822 0 Q-P 2133 0 PEN ;0 T- S 2822 0 P- O 872 0 04 710 �' Maximum Web Forces Per Ply (Ibs) roa Webs Tens.Comp. Webs Tens. Comp. X-Y 0 -3 G-R 54 -401 A-W 0 -41 R-H 541 -119 ft " STAT W-B 0-1214 B-V 897 0 H-Q I-Q 0 -483 0 ": V- C 0- 859 Q- K -101 557 0 e� C- U 560 0 K- P 0 - 857 D- U 0 -100 P- L 898 0 ai0 ON 14 1240 4 E- S 469 -119 M O 0 S-F 38 -312 O-N 0 -7 4001SA38FF5381.BO6137F4900992€85FB Thultemhasbe�rsek .a§Ica. zad�&alodby ca ,lhUrtlwa; FEM.t .ce�r29.T.:(mrrh da9cshaw�sa6samaarn8asit, i . z"9�atad ccp€xc�rd�n drxFxamat a�at ccada+d ;iga'i and :�bd �.r:E the 3. sLT aa:Kttent±caE£ors ccdam�r#rs mcr5ft«.t.�a�sfeztra�b_ c�sins:. "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI an c7 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 aftached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusSes.A seal on this drawing or cover page listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS009 Ply: 1 SEQN: 688552 / T66 / SY42 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 7 FROM: JP H DRW: Truss Label: FT3 Wgt: 103.6 Ibs .. / ... 10/30/17 7'5"8 915"8 167"8 778 2' 77' 1�'I 1�.� i1� 1�'� � 1-3"'� =4X4 =4X6 =4X4 1113X4(R) 1113X4(R) W=3X4 =4X6 A B C D E F G H I J K L M T a e=2X4(R) W v 2X4(R)X V U T S R Q P O N =4X =4X6 =3X6 W=H0308 1113X4(R) =3X6 =4X6 =4X6 =3X4 16'7"8 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.195 F 990 360 V 900 / 7.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.306 F 632 240 N 915- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.034 B - - V Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA Mean Height: NA ft HORZ(fL): 0.055 B - - N Min Brg Width Req = - NCBCLL: 10.00 9 Code / Misc Criteria Creep Factor. 1.5 Bearing V is a rigid surface. TCDL: NA psf Soffit: 0.00 BCDL: NA psf 9 Bld Code: FBC 2014 RES Max TC CSI: 0.582 Bearing V requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.682 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.428 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): A - B 1 0 G - H 0 -2908 Wind Duration: NA WAVE, HS VIEW Ver: 16.02.0113.0314.13 B - C 0 -1517 H - 1 0 -2542 Lumber C- D 0 -2546 I- J 0 -2542 Value Set: 13B (Effective 6/1/2013) D - E 0 -2546 J - K 0 -2542 E-F 0 -2910 K-L 0 -1516 Top chord 4x2 SP #1 F- G 0 -2917 L- M 3 0 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Camp. 1 V- U 872 0 R- Q 2917 0 Plating Notes U- T 2134 0 Q- P 2833 0 All plates are 2X4 except as noted. T - S 2821 0 P - O 2132 0 a a� S- R 2821 0 O- N 870 0 Additional Notesft �;� + 2x6 continuous strop back. See detail 9 ma ,� Maximum Web Forces Per Ply (Ibs) STRBRIBR1014 for bracing and bridging g Webs Tens.Comp. Webs Tens. Camp. recommendations. Webs are square out except dbl diagonals or as W - X 0 -3 G - Q 53 401 otherwise shown. A - V 0 -41 Q - H 541 -119 » Truss must be installed as shown with top chord u V-B 0-1213 H-P 0 -483 STATE « U-C 0 -858 P-K 557 0 C-T 560 0 K-O 0 -857 D-T 0 -100 O-L B98 0 1 E-R 469 -120 N-M 0 215 „�. R-F 38 -312 M-N 0 -44 40 01 5A 38 FF 56 81 BO BB 7F48 00 99 2E 95 FB EEht Itemh;nbem akctran#sa q .ned wd=ladby mamAMartkGax, ?E!FL. W. p47M1 M the cz11akffiwa abease udni; a VkA PCs arsCcaitcs. sx:�e. e f2ale+3t $szorttsstiara m-,texmmot ea- is$ rod sipjetaw.'aand:satad anc tFsz 3 aa�rcentsca9uascpde must �a asri%�1 on as}rdcctmnk cayras. **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, byy TPI and SBCA) for 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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 63, B7 or 61D, as applicable. Apply plates to each face of truss and position as shown above and on the Join9Details, unless noted otherwise. i2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this 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. For more information see this !oUs general notes pacte and these web sites: ALPINE: www.al inehw.com; TPI: www, inst.o ; SBCk www.sbcindu .com; IM www.iccsafe.org Job Number: 136DCS009 Ply: - EQN I Truss LabelElle FT D" OL OWi 6 /DR Horton /4EJB 2807i Elle "D" OL OW1 I Wgt189.6 Ibs I FROM: JAH 8860111 T29 / SY42 I DRW i 10/30/17 I 1—1'6"4 4--1'4" --1 T a s=2X4(�C �t=2X4(R) 3 88 AD 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 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 "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., W=3X4 16'7"8 16'7"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 L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 N 999 360 AB*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): 0.001 B - - /- /199 N 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 Std: 2007 Max BC CSI: 0.021 A - B 0 -1 H - I 0 1 Rep Factors Used: Yes Max Web CSI: 0.035 B - C 0 -1 1-1 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 0 0,4 - . w. SEFtI&A 4001SA38FF5881BOBB7174800932E85FB M Item h4l hs gladrawQ&I Stead ma saafad by VR ml warttnu, FE(rt, =t1md1WtMWGa VA80a W4 zU1henffiia$SiiA=,1& Flu adaWwdt% daxm-plat not aawaWad sitmd•IM=Ind Mdin ydentmrk smilax: Maximum Bot 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 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 -8 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, handlingg shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Safety Information, byV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly 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 Join f Details, unless noted otherwise. (2efer to a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of frusses.A seal on this drawing or cover pa e_ _ this drawing indicates acceptance of professtonq engineering responsibility solely for the design shown. The suitability ie of this drawing, for any structure is a responsibility of the Building Designer per ANSVTPI 1 Sec.2. Job Number: 136DCS009 Ply: 1 SEQN: 622713 / T46 / SY42 4EJB 2B07-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elle "D" OL DWI Qty: 4 FROM: DJH DRW: Truss Label: FT5 Wgt: 131.6 Ibs / ... 10/30/17 8'1"4 10'1"4 19,11"8 8'1"4 2' 9'10"4 � I I`3 Lf*1712 _F _ -I F8 F_ _ „if3„1--I 1112X4 =4X4 W=3X4 2X4(R) 1112X4 1112X4 1112X4 =3X4 1112X4 ,_ A B C D E F G H I J K L =5X8 =JAV IIIJAVtf\f W=3X4 19,11"8 1112X4 M N Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U ! Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.369 G 632 360 Z 1084 / - / - / - / - / 7.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.577 G 404 240 O 1098 /-/- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.050 B - - Z Min Brg Width Req = 1.5 EXP: NA HORZ L 0.079 B O Min B Width Re Des Ld: 55.00 Mean Height: NA ft p �) q 9 Code / Misc Criteria Creep Factor: 1.5 Bearing Z is a rigid surface. NCBCLL: 10.00 TCDL: NA psf Bearing Z requires a seat plate. Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.939 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.734 Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.553 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ I: NA GCpi: NA Plate Type(s): A - B 1 0 H - 1 0 -4070 Wind Duration: NA WAVE VIEW Ver: 16.01.018.0614.20 B - C 0 -1887 1 - J 0 -3304 Lumber C- D 0 -3345 J- K 0 -3304 D- E 0 -3345 K- L 0 -3304 Value Set: 13B (Effective 6/1/2013) E - F 0 -4443 L - M 0 -1894 Top chord 4x2 SP #1 F- G 0 -4457 M- N 3 0 Bot chord 4x2 SP #1 G - H 0 -4456 Webs 4x2 SP #3 Lumber value set "l3B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Plating Notes Z- Y 1057 0 T- S 4411 0 All plates are 4X6 except as noted. MAP rye* Y - W 2712 0 S - R 0 0 X-W 0 D S-Q 3812 0 Hangers / Ties #i� r+ W - V 3927 0 Q - P 270D 0 (J) Hanger Support Required, by others' A V - U 3935 0 P - O 1059 0 0147182 U-T 4457 0 Deflection �. Max JT VERT DEFL: LL: 0.37" DL: 026". See detail em Maximum Web Forces Per Ply (Ibs) DEFLCAMB1014 for camber recommendations. t Webs Tens.Comp. Webs Tens. Comp. Additional Notes ar` a, STATE AA -AB 0 -3 T- H 520 259 + 2x6 continuous strongback. See detail Al A - Z 0 -41 H - S 0 -543 STRBRIBR1014 for bracing and bridgingZ - B 0 -1471 S -1 391 0 recommendations.B-Y 1155 0 I-Q 0 -691 oWebs are square therwise shown. cut except dbl diagonals or as r) C _ C 860 -11477 KQ _ Q �0 -700 # D-W 0 -106 L-P 0 -1120 Truss must be installed as shown with top chord up. SERIAL #: W - E 0 -802 P - M 1161 0 40 01 5A38 FF 58 81 BO SB 7F48 00 99 2E 85 FB E - U 877 0 M - O 0 -1477 shEiitem b"bze cluum y*nodndxeafadbyWraclMardnm U-F 0 -309 O-N 0 -15 Lk. rA7ifi2l oo the data shawa abate wing. VA, L G-T 136 -274 N-O 0 -44 hanr�catixszcxda. meted caphmal did d„oxmmd me vot cwsl6=a dgaadaaad scaled aiad the amuthenpmla =ca do rem t:tsa xmdfw esr ampmiectrank c=ias.. "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 sh! ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for sa%ty 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 propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawingg 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 ANSIlTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineft.com; TPI: www. insLo ; SBCA www.sbcfndu .corn; ICC: www.iocsafe.org Job Number: 136DCS009 Ply: 1 I I 23 / T33 / SY42I I sElls OL OW16 /DR Horton 14EJEI 2807I Elle "D" OL OW1 FROM: DJH DRW Truss Label�IWgt 144.2 Ibs / 10/30/17 8'1"4 10'1"4 1 2078 8'1 "4 2' 11074 VY f'-71� �31y'i P_­3r� Kf 212 1 3 1� III WA W-3X4 2X4(R) 1112X4 =6X6 1112X6 A B G D E F G -� 3: AC e - AD) AA Z Y X W AB ==5X8 =6X6 W=3X4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 40.00 Wind Sid: NA j Pg: NA Ct: NA CAT: Ni TCDL: 10.00 Speed: NA mph j Pf: NA Ce: NA BCLL: D.00 Enclosure: NA Lu: NA Cs: NA BCDL: 5.00 Category: NA Snow Duration: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Soffit: 0.00 BCDL NA psf Bldg Code: FBC 2014 RES Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Loc. from endwall: NA FT/RT:12(0)110(0) I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE 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 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. 1112X6=5X6 =3X4 1112X4 =5X6 1112X4 H I J K L M N O P 1114X6(R) =4X4 20'3"8 S R Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL VERT(LL): 0.362 H 655 360 AB 1102 /- /_ /_ /_ VERT(TL): 0.566 H 419 240 Q 1116 /- I- /_ /_ HORZ(LL): 0.051 Q - - AB Min Brg Width Req = 1.5 HORZ(TL): 0.080 Q - - Q Min Brg Width Req = 1.3 Creep Factor. 1.5 Bearings AB & Q are a rigid surface. Max TC CSI: 0.512 Bearing AS requires a seat plate. Max BC CSI: 0.731 /W 17.5 / 4.0 Max Web CSI: 0.566 Maximum Top Chord Forces Per Ply (Ibs) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ A-B 1 0 1-1 0 0 VIEW Ver:16.01'.01B.0614.19 B-C 0-1927 I-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 - 1 0 - 4839 M�� 40 015AS8 FF 5981130 B8 7F48 00 99 2E g5 FB b iCRmBas trmsAIEZSY:Ri6[1 i(S .YICd widwaladb! Mm"Warthm 'c £ (rL, t[c. G�ai92(es� [-'aaca4c 5h®vaa abmva u^�nga SN�Y av^dicntica�'aisccdn. whi,adeePiosCd1f1sdv:rs ,t�mot omll adskn+eda dxalad arac tlsc.�sad avghenr�ta9eaaar3.9e msssE�wadf�d maz�r3octrsi+sk .. ca�3ns_ Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp - AB -AA 1077 0 V - U 4542 0 AA- Y 2766 0 U- T 0 0 Z-Y 0 0 U-S 3907 0 Y- X 4032 0 S- R 2756 0 X- W 4033 0 R- Q 1078 0 W - V 4851 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp - AC -AD 0 -3 V - 1 756 0 A -AB 0 -41 1- U 0 - 500 AB- B 0 -1499 U- L 397 0 B-AA 1182 0 L-S 0 -716 AA-C 0 -1167 M-S 0 -72 C- Y 879 0 S- N 849 0 D-Y 0 -101 N-R 0 -1147 Y-F 0 -843 R-O 1188 0 F-W 1165 0 O-Q 0 -1503 W-G 0 -538 Q-P 0 -15 H-V 0 -448 P-Q 0 -44 "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 anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Uniess noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly i1td ceilingp. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. AocTv plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI�i 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 ce of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. information see this iob's general rotes oaae and these web sties: ALPINE: www.aloinehw.com: TPI: www.toinst.om: SBCA www.sbcindustiv.com: ICC: www.iccsafe. Job Number: 136DCS009 Ply: 1 SEQN: 6227151 T27 / SY42 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 2 FROM: DJH DRW: Truss Label: FT7 Wgt: 44.8 Ibs .. / ... 10/30/17 1715 7"8 [--L - �- 1'2"15 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BOLL: 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 T =3X4 =3X8 B C 3'8"14 =3X10 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 Ce: NA VERT(LL): 0.002 B 999 360 E 201 /- /- /- Lu: NA Cs: NA VERT(TL): 0.004 B 999 240 D 198 /- / - ! - 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 / 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)110(0) Mfg Specified Camber: A - B 0 -19 B - C 0 -14 Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.20 Maximum Bot Chord Forces Per Ply (Ibs) it In 40 015A38 FF 513 8180 BB 7F48 00 93 2E 95 FB sifcitem lasbeen ele mi=*ysd�ncd: �afad5yuwae8moun". '!Z(a. Lk. 0471321" the da3t ShvTPJitabx owi; a5t3A3 3U'iti EA tBCH"w-SY iCY:{G meted 4win oftf,`s loss^wA we not mmIScred:'tuna: mad s led andtha. 'xadim:: antuas`cascm9ernokkaredfiodms=jdL:tmr_-k cepias.. 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 qquire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, bV TPf and'SBCA) F 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 i�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI secfions B3, B7 or 610, 'le. Applyy pplates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to 60A-Z for standard plate positions. a division of '1 PI 1, or Torn acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS009 Ply: 1 SEQN: 6227171 T40 / SY42 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807IlElle "D" OL OW1 Qty: 1 FROM: DJH DRW: Truss Label: FT8 I Wgt: 39.2 Ibs ! ... 10/30/17 1'2"14 n �- --� �-- 1'2"14 --� =3X6 =3X4 =3X6 A B C T d. E D =3X8 =3X8 Loading Criteria (psf) Wind Criteria TOLL: 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 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 It Loc. from endwall: NA I: NA GCpi: 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 "l3B" 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 3'5"12 Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in [cc Udefl U# Pf. NA Ce: NA VERT(LL): 0.002 B 999 360 Lu: NA Cs: NA VERT(TL): 0.003 B 999 240 Snow Duration: NA HORZ(LL): 0.000 D - - HORZ(TL): 0.000 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.068 TPI Std: 2007 Max BC CSI: 0.131 Rep Factors Used: Yes Max Web CSI: 0.028 FT/RT:12(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.20 f. rmmsam 13 4001SA38FF5581B06137F4800992E85FB 2hk ltrmhw bearvaletawicaty%�pada aaalad bPAaaaA Martb r, 1£.1. uc.047..1921 an the data shown abom usbe a SFiP l =1hcns5ra*.aean eas.1e. ?ktrd tcpusoltha drxsa^.zzA=vat ctnM&md 4wdend asalad acne Ifa.::er.AI aa1.'vrntkaV3=z044 Must ba xVAf•C-iM M V elretranM. cras;las. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 191 /- /-!- D 191 /- /-/- E Min Brg Width Req = - D Min Brg Width Req = - Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 0 -10 B-C 0 -10 Maximum Bot Chord Forces Per Ply (Ibs) 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 **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, b TPI an r7 SBCA) for safety practices prior to performing these functions. Installers shall provide tempora BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y id ceilingp. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, e_ AooTv mates to each face of truss and oosition as shown above and on the Join f Details. unless noted otherwise. 12efer to a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shlppinp, 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: 136DCS009 Ply: 1 SEQN: 681697 / T37 / SY42 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-EIIe "D" OL OW1 Qty: 3 FROM: DJH DRW: Truss Label: FT9 Wgt 107.8 Ibs / ... 10/30/17 T 1. 5'10"4 5'10"4 �+ 1'3" -i �— 2'6" --{+ 1.8"12 —� 1112X4 =4X4 =4X4 A B C D 7-10"4 7' 1"12 2' 8 15'11"8 7'11"12 L±Lf_ d 1'3"1�_ 2'6" --+ 1'3" —� 1112X4 =3X4 1112X4 =4X4 E F G H 1112X4 J K2X4(R) =2X4(R) III I�� � �—I I Illlrl �- WAA � ►�� I�� ,--I ill 112X6 15'11"8 =4X4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL 1 W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.201 E 924 360 U 878 1- l - l - 1- l 4.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.319 E 582 240 L 864 /- / - / - ! - 17.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.025 L - - U Min Brg Width Req = 1.3 EXP: NA Des Ld: 55.00 HORZ L 0,039 L - - � )� L Min B Width Re 1.5 � q Mean Height: NA ft 9 NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 P Bearings U & L are a rigid surface. TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.561 Bearing L requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.584 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.402 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): A - B 3 0 F - G 0 -2399 Wind Duration: NA WAVE I VIEW Ver: 16.01.01 B.0614.19 B-C 0-1435 G-H 0 -2399 Lumber C- D 0 -2414 H- I 0 -1439 D-E 0-2764 I-J 1 0 Value Set: 13B (Effective 6/1/2013) E - F 0 - 2758 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC U - T 833 0 P - O 2680 0 T- R 2016 0 O- N 0 0 Plating Notes All as noted. are 4X6 except t S- R 0 0 O- M R - Q 2768 0 M - L 2024 0 833 0 P P 0 "� 1& Q- P 2764 Additional Notes 4,6 + 2x6 continuous strongback. See detail t 7 Maximum Web Forces Per Ply (Ibs) STRBRIBRIO14 for bracing and bridging � � Webs Tens.Comp. Webs Tens. Comp. recommendations.+ r Webs are square cut except dbl diagonals or as A - U 0 59 F - O 0 382 otherwise shown.. * U- B 0 -1163 G- O 0 -84 Truss must be installed as shown with top chord up. z' B - T 836 0 O - H T-C 0 -808 H-M 510 0 0 -813 'ram C- R 613 0 M- 1 R- D 0- 978 I- L 843 0 0 D-Q 650 0 J-L -1159 0 -41 wo K- V 0 -3 -, P- F 378 -108 40 015A38 EF 58 91 BO BB 7F 49 00 99 2E R5 FB ae�st3r��aa$�I.rr�sa,�a fadtay facet r��ret�s. 1-£ (a. ttc,.CdTS82t air t.',¢c'a3c. sluzwn al+avm,r ng a sx:-e l Yi�iEn�ius3'C Cd{A . nt2ted e"erthb dtxr ,trim not caZlimad eeadacedsaabd and tha K--W, avtivent£ca2 acade nz.:,t Ott rlfa^;d marfdectmrk Z=10 . "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 Componen[ Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigld ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation From this drawing,any failure to build the I.. in conformance with ANSIIt 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 professtona engineering responsibility solely for the design shown. The sui brirty 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'ab's cieneral notes page and these web sties: ALPINE: www.al ineitw.cam; TPI: www.tpinst.org; SBCA: www.sbdndu .com: ICC: www.iccsafe.org Job Number: 136DCS009 I Ply: 1 SEQN: 622729 / T26 / SY42 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elle "D" OL OW1 City: 4 FROM: DJH DRW. Truss Label: FT10 Wgt: 100.8 Ibs / ... 10/30/17 T v �1 66"4. 7'6"4 1578 r 5'6"4 2' 8'1"4 1712 I I-- 2'6" 1'4" --{ f -Lf _Lt { 13"1�---- �►}�— 2'6„ _ 1'3" 1112X4 1114X4 A B C D R Q i P =4X10 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 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 Windburation: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP Al Bot chord 4x2 SP #1 Webs 4x2 SP 93 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC i Plating Notes l All plates are 4X6 except as noted. Hangers / Ties (J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.24" DL: 0.19". 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 **WARNING** READ —IMPORTANT** FURNISH THIS C reqquire extreme care in fabricating, har nent Safety Information, byV TPI anr7'SBC Le BCSI_. Unless noted Yherwise,top c d riggid ceiling Locations shown for pern icable. Apply plates to each face of trus Is 160A-Z for standard plate positions. a division of ITW Buildin Components f conformance with ANSI PI 1, or for he this drawingg indicates acceptance c >e of this drawing for any structure t information see this iob's aeneral notes Dam and 1112X4 =3X4 1112X4 =4X4 E F G H O N =3X4 =3X6 1112X4 I J K2X4(R) ys =2X4(R) 38 M L y =4X4 157"8 Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R 1 U / Rw / Rh / RL / W Pf, NA Ce: NA VERT(LL): 0.239 E 759 360 R 860 / - / - /_ /_ /_ Lu: NA Cs: NA VERT(TL): 0.408 E 444 240 L 845 / - / - /- /- 17.5 Snow Duration: NA HORZ(LL): 0.028 L - - R Min Brg Width Req = - HORZ(TL): 0.043 L - - L Min Big Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 Bearing L is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.908 Bearing L requires a seat plate. TPI Std: 2007 Max BC CSI: 0.905 Rep Factors Used: Yes Max Web CSI: 0.389 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 3 0 F- G 0 -2326 WAVE VIEW Ver: 16.01.018.061420 B - C 0 -1383 G - H 0 -2326 C- D 0- 2462 H- I 0 -1400 D-E 0-2480 I-J 1 0 E - F 0 - 2479 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R-Q 812 0 O-N 2529 0 Q- P 1968 0 N- M 1970 0 P-O 2480 0 M-L 813 0 ,sa�tfryv� Maximum Web Forces Per Ply (Ibs) *" Webs Tens.Comp. Webs Tens. Comp. .' A-R 0 -56 F-N 0 275 a R-B 0-1133 G-N 0 -75 f1k B- Q 794 0 N- H 485 0 Q-C 0 -814 H-M 0 -792 STATE C-P 812 0 M-1 P-D 0 -399 1-L 816 0 0 -1132 E-O 70 -164 J -L 0 -41 O-F 292 -265 K-S 0 -3 40 013A38 FF 58 81 BO 88 7F48 00 99 2E 85 FIB 1*&Itemiretree"miszexa;sa'tiys fad-w0sealadhyiAaaanetmart s, s£ �R'LLc.g4T1H31 an ft daft shaWn at M=Mg s SHA•1 �zEsandra'srzzla. t+r€atcdcrpfaseadst d;;r•.. -.r inn not aasF&=d sigsstdaesd=and WA tfc_:ui.1 aMAantkalksswda mast hA vzdfw Maeydedmnk bias. FOLLOW ALL NOTES ON THIS DRAWINGI ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building safety practices prior to performing these functions. Installers shall provide temporarryY hall have properly attached structural sheathing and bottom chord shall have a propperly t lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, position as shown above and on the Join Details, unless noted otherwise. (2efer to Inc, shall not be responsible for any deviation from this drawing any failure to build the I shippinq, installation and bracing of Wsses.A seal on this drawing or cover page_ _ fessiona7q engineering responsibility solely for the design shown. The'suitabihty Job Number: 136DCS009 Ply: 1 SEQN: 622745 / T43 / SY42 4EJB 2807-Elie "D" OL OW16 [DR Horton /4EJ132807-E!le "D" OL OW1 Qty: 2 FROM: DJH DRW: Truss Label: FT11 Wgt: 238.0Ibs Page 1 of 2 .. / ... 10/30/17 3 7°4 8'1"4 10'1"4 20712 29'5"12 31'5"1 8 39'7 i t- 8'1"4 + 2' 10'2°8 9'2"$ r2' T11"12 aa °q a "I j 2.7"4 �a fi p �� PA I�"'1 �� �3m aP PA $!'� P t"3""1 V14 yI P"�1 V3 4 f"3� 1112X4 =3X4 W=3X4 m5X10 112X4 W=3X4 102X4 w2X4(R) =2X4(R) 102X4 112X4 112X4 II12X4 m5X8 m5X6 102X4 1112X4m3X4 m4X4 102X4 AUA B C D E F G H I J KL M N O P Q R S TU V W X Y ZAA T �2X4(RI + 2 4(R) AV t A �e AT AS AR AQ AP AO AN AM AL M AK AJ Al AH AG AF AE AD AC AB m3X6 m4X4 m4X4 m4X10 1=-5X8 m5X10 m4X10 m4X4 m3X6 m3X6 m4X4 W=H0308 m5X8 W=3X4 20'1 "8 39'7° 19'5"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.284 F 844 360 AT 972 / - l - 1- 1- l7.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.504 F 476 240 AK 2585 / - / - / - / - / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.048 B - - AB 929 / - / - / - / - / 7.5 EXP: NA HORZ L 0.083 B - - AT Min Br Width Re 1.5 Des Ld: 55.00 (T )= 9 q = NCBCLL: 10.00 Mean Height: NA ft Code / Misc Criteria CreepFactor. 1.5 AK Min Brg Width Req = 1.3 TCDL: NA psf AB Min Br Width Re 1.5 Soffit 0.00 BCDL: NA sf Bldg Code: FBC 2014 RES Max TC CSI: 0.990 9 q = P Bearings AT, AK, & AB are a rigid surface. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.933 Re Factors Used: Yes Max Web CSI: 0.767 Bearings AT & AB require a seat plate. Spacing: 24.0 " C&C Dist a: NA ft P Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) I: NA GCpi: NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: NA WAVE, HS VIEW Ver: 16.01.01B.0614.20 Lumber A- B 1 0 N- O 2141 0 B- C 0 -1664 O- P 1083 -1089 Value Set: 13B (Effective 6/1/2013) C - D 0 - 2845 P - Q 1083 -1089 Top chord 4x2 SP #1 D - E 0 -2845 Q - R 527 -2314 Bot chord 4x2 SP #1 E - F 0 -3401 R - S 0 -3083 Webs 4x2 SP #3 F - G 0 -3410 S - T 0 -3095 Lumber value set "'I 3B" uses design values G - H 0 - 3401 T - U 0 -3089 approved 1/3012013 by ALSC H - 1 175 -2766 U - V 0 -3089 1-1 666 -1625 V- W 0 -2667 Plating Notes ,J- K 666 -1625 W- X 0 -2667 All plates are 4X6 except as noted. K - L 666 -1625 X - Y 0 -1573 L- M 1352 0 Y- Z 1 0 Deflection ► M - N 3419 0 Max JT VERT DEFL: LL: 0.28" DL: 0.26". See detail DEFLCAMB1014 for camber recommendations. g Maximum Bot Chord Forces Per Ply (Ibs) Additional Notes wr Chords Tens.Comp. Chords Tens. Comp. au + 2x6 continuous strongback. See detail AT -AS 945 0 AK-AJ 0 - 3283 STRBRIBR1014 for bracing and bridging AS -AR 2355 0 AJ-AI 233 -14M recommendations.' STATEgi. AR-AQ 3198 0 AI-AH 1838 -769 Webs are square cut except dbl diagonals or as 1%0 0, , t01AQ-AP 3410 0 AH-AG 1838 -769 otherwise shown.°, 'a�.' AP -AO 3181 0 AG-AF 2782 273 Truss must be installed as shown with top chord up. AO -AN 3181 0 AF-AE 3095 0 AN -AM 2329 -386 AE-AD 2969 0 4 AM -AL 820 -990 AD -AC 2223 0 AL -AK 0 -2286 AC -AB 900 0 40 015A38 FF 5B 81 B0 BB 7F48 00 B9 2E S5 FB ThRit Maximum Web Forces Per Ply (Ibs) AU1, Lk. "Itsslonthe dvtzdwraabout-Insass4na Webs Tens.Comp. Webs Tens. Comp. acther,�a�ss�a. AU -AV 0 -3 AK- N 0 -994 P,btnacrptssarshisilaercm=Amet cmW6=dtipd6mdsulag A -AT 0 -41 N-AJ 1612 0 a»daFc a�z �coacartxs�farnusrLxvvifcdcawldettwrk AT-B 0 -1316 AJ-O 0 -1566 cmylas B -AS 999 0 O -AI 1300 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, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections 63, B7 or 810, as appficabla. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildingq�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 suitabrltty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. into • SBCA: www.sbcindu .com: [CC: www.iccsafe.orq i Job Number: 136DCS009 Ply: 1 SEQN: 622745 / T43 / SY42 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 2 FROM: DJH DRW: Truss Label: FT11 + Wgt: 238.0 Ibs Page 2 of 2 1 ... 10/30/17 AS- C 0 -962 P -AI 0 -72 C -AR 665 0 Al- Q 0 -1143 D -AR 0 -97 Q -AG 775 0 AR- E 19 -480 AG- R 0 -798 E -AQ 500 - 283 R -AF 915 0 AQ- F 79 -257 AF- S 0 -448 G-AP 0 -400 T-AE 128 -204 AP- H 810 0 AE- V 385 - 390 H -AN 0 -696 V -AD 73 -410 AN- 1 697 0 W -AD 1 -90 1 -AM 0 -1058 AD- X 603 0 J-AM 0 -69 X-AC 0 -903 AM- L 1199 0 AC- Y 937 0 L -AL 0 -1499 Y -AB 0 -1253 AL- M 1500 0 Z -AB 0 -41 M-AK 0 -1647 AA-AW 0 -3 AK-N 0 -331 No 047102 40015AUFF5881BOBB7F4800992E85 FB sr�taem�a�e 4:1aa�laatrirrsastnnrc�,�z. €'£ M. uc-"azwl as thin data rhavao abWA among a SRA.1 iwt art3cuSmseda. rrt.tadccpksofdis doc'mcnazoo not crrtsi&rmds4nc3and.salad and ttrtwma an 5scax"amt i twwscifk6 cn myd"Imnk atpias: "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 bracingq installed per BCSI sections B3, B7 or 1 0, as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this draw!ng,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 profession I engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibB ility of the uilding Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS009 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 Ibs .. / ... 10/30/17 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 " S 17'12 - -- 1'4" (TYP) A B C D E F G H I 11'3"8 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 Udefl U# 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(TL):-0.003 B Code / Misc Criteria Mean Height: NA ft Creep Factor. 1.5 BCDL: 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 it 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 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. 40 015A 38 FF 5B 8180 BB 7f 48 00 99 2E 95 FB rt kf ltuni:n bten c{sztsant ysdg"ed=1s 16dbq rA"CIMATUXn s, fti., Liz.�i7tHY(asr LAc �aS�.atust4nxG4xra wig a SN�i 2t••IACntiG7fia� CA.�C. ?tantad ctrp�s¢ithi: dneci^:sraara not cmm?�Saad s7gna�us7 senled �dtry .&F 4rianecs osmcttda mist@n Wdfbl Made trank xmyint. 8 ♦ Maximum Reactions (Ibs), or `=PLF Loc R /U /Rw /Rh /RL /W K' 109 /- /- /- /- 1135 S Min Brg WidthReq = - 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-1 1 -1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. S-R 1 -1 O-N 1 -1 I 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. Camp. A-S 0 -83 J-T 0 -3 1 - 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 luire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pe y id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, e. AppTy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to 60A-Z for standard plate positions. a division of iHi 1,ortorh acceptance any structure failure to build the g or cover page in. The suitability 14EJB IFGD" OL OW16 /DR Horton /4EJB 2807-F�lle "D" OL OW1 PQty:11 I FROM: DJH 17 /Tag / SY42 I DRW. Truss Label: Wgt:46.2lbs / -.. 10/30/17 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 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 "13B" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) TC- From 50 plf at 0.13 to 50 plf at 4.17 BC- From 5 plf at 0.00 to 5 pif at 4A7 TC- 1102 lb Conc. Load at 0.31, 2.31 n I F3I I - 1,3" 111?X6 =_y6 1112 (6=_SX6 111JX6 H 3X6 4'2" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) P : NA Ct: NA CAT: NA PP Deflection in loc Udetl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.019 C 999 360 H 1674 / -- 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 Bearing H is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.481 / 6.0 TPI Std: 2007 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/RT:12(0)/10(0) Mfg Specified Camber: A - B 21 -1 C - D 0 -833 PlateType(s): B-C 0 -833 D-E 0 -17 WAVE VIEW Ver: 16.01.01B.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 Hangers / Ties (J) Hanger Support Required, by others i Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. , Truss must be installed as shown with top chord up. 0 MOM 40 01 5A 38 FF 55 8180 06 7F48 00 99,2E 5 F6 TM item'mnd%oalad by 3Jd2rAA Martinez,. ?E(FL. LCe.k"�Ti92j cri [?�e da4csl<arrn ahersm arljn� a 53tA<i autA'sentica.�xa�.ela, Ymtsdct iaxcdtt'aa dmxavnst are not vetd&red iTp4dmq=Ind and tt ,::e .•`1 av3BienixaSiea6e�8¢aaust te4cr3fY-Smaxyellatrara: 'cedes. "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olhervise,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, 67 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,an]vfailure to build the truss in conformance with ANSIfI PI 1, or for handling shlppinq, installation and bracing of Uvsses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of professiona engineering responsibility solely for the design shown. The suitabrhty and use of this drawing for any structure is,the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. IJob Number: 136DCS009 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Truss Label: FG2 8'1"4 8'1"4 ' 2' g�I1'3� a'3"ta Ply: 1 SEQN: 622742 / T28 / SY42 Qty: 1 FROM: DJH DRW: Wgt: 240.8 Ibs Page 1 of 2 / ... 10/30/17 3 7"4 295'12 1 31'5"1 8 397" r i P"A a I"3"1� f 1,9„—I a P"- WP"q P""I$f 24"8 � P""Ia P"9 P"q P:: ":, m4X6 W=3X4 1112X6 W=3X4 m2X4(R) m2X4(13) m4X4 =3X4 =4X4 m4X6 =5X6 m6X8 m8X10 m6X10 =4X6 =3X4 m3X4 =4X4 =06 A B C D E F G H I J K L MN O PQ R ST U V W X Y Z AA AB AC IT4-=2X4(R) + 2 AVVI AV AU AT AS AR AQ AP AO MAN AMAL AK AJ AI AH AG AF AE An m4X4 m4X6 M3X6 =3X4 m4X4 m4X4 m4X10 =4X10 m8X12 =6X10=5X6 m4X4 s3X4 =3X6 v3X6 =4X6 m4X4 W=3X4 W=3X4 20'1"8 39'7" 19'5"8 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in toe Udell L/# LOG R / U / Rw / Rh / RL 1 W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.294 W 784 360 AW 839 /_ /- /- /- 17.5 BCLL: 0.00 Enclosure: NA LU:'NA Cs: NA VERT(TL): 0.459 W 501 240 AN 3307 / - / - / - / - 14.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.049 AD - - AD 937 / - / - ! - /- / 7.5 Des Ld: 55.00 EXP: NA Mean Height: NA ft HORZ(TL): 0.076 AD - - AW Min Brg Width Req = 1.5 NCBCLL: 10.00 P 9 Code / Misc Criteria Creep Factor. 1.5 AN Min Brg Width Req = 1.3 TCDL: NA psf BldgCode: FBC 2014 RES Max TC CSI: 0.937 AD Min Brg Width Req = 1.5 Soffit: 0.00 BCDL: NA sf P Bearings AW, AN, & AD are a rigid surface. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.851 Bearings AW & AD require a seat plate. Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.740 Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) I: NA GCpi: NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: NA WAVE VIEW Ver: 16.01.018.0614.20 Lumber A- B 1 0 O- P 4482 0 Value Set: 13B (Effective 6/1/2013) B- C 0 -P- Q 0 0 C-D 0 -2292 292 P-R 649 0 Top chord 4x2 SP #1 D - E 0 -2292 R - S 0 -1221 Bot chord 4x2 SP #1 E - F 0 -2435 S - T 0 -2393 Webs 4x2 SP #3 :W24 4x2 SP #1: F-G 0-2436 T-U 0 -2393 Lumber value set "1313" uses design values G - H 0 -2418 U - V 0 -3139 approved 1/30/2013 by ALSC H - 1 0 -1496 V - W 0 - 3150 1-1 0 -372 W-X 0 -3143 Special Loads .J- K 0 -372 X- Y 0- 2698 —(Lumber Dur.Fac.=1.00/ Plate Dur.Fac.=1.00) sa�m K- L 0 -372 Y -Z 0 -2698 TC- From 100 pif at 0.00 to 100 pit at 39.33 xn' O ' low"`, L - N 1877 0 Z -AA 0 -1589 BC- From 1 D plf at 0.13 to 10 plf at 39.46 $" # kN ;0' TC- 754 lb Conc. Load at 23.69 a* N - O 4482 p AA AB 1 0 No 047M Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 2X4 except as noted. w Chords Tens.Comp. Chords Tens. Comp. Deflection . AW-AV 805 0 AM -AL 889 -119 Max JT VERT DEFL: LL: 0.29" DL: 0.16". See detail STATE OF AV -AU 1944 0 AL -AK 889 -119 DEFLCAMB1014 for camber recommendations. + AU -AT 2488 0 AK-AJ 1923 0 Additional Notes AT -AS 2436 0 AJ-AI 1923 0 � � AS -AR 2049 0 AI-AH 2853 0 r STRBRIBR1014 bracingfor and edetail br bridging 3 g - AQ AP 9677 0 AG AF 3009 0 recommendations. 1a �,� AP -AO 0 -759 AF-AE 2246 0 Webs are square cut except db1 diagonals or as Ol SA 3 $ FF 5B 81 8tt BB 7f 48 00 9g 2E$5 FB AO -AN 0 - 2994 AE-AD 90B 0 otherwise shown. AN -AM 0 -2368 r,& 1tamRvs efsct.s/snedalesi 6}p EAaa:rrgt Martt� Truss must be installed as shown with top chord up. �t �, � �stlaai aetr3,a�xRawna6aam7gasHl A sn8cizszm�a Maximum Web Forces Per Ply (Ibs) o'dropaf6hdocemc=Mnotcnxuidwadlsgnaads ds lad Webs Tens.Comp. Webs Tens. Comp. asCtlae iz�trisntkauanea9emut arcr3t ra�uz7dsctrar% AX-AY 0 -2 AN-P 0 -2870 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, b TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oitherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have 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 JoinCDetails, unless noted otherwise. (2efer to drawings 16OA-Z far standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawingg indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's General notes page and these web sites: ALPINE: www.alpinedw.com: TPI: www.tpinstorG: SBCP: www.sbcindusW.com: ICC: www.iccsafe.om Job Number: 136DCS009 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJ13 2807-Elie Truss Label: FG2 "D" OL OW1 Ply: 1 Qty: 1 Wgt: 240.8 Ibs SEQN. 622742 / T28 / SY42 FROM: DJH Page 2 of 2 DRW: / ... 10/30/17 AW- B 0 -1121 AM- R 0 -2257 B -AV 805 0 R -AL 0 - 50 AV- C 0 - 780 R -AK 811 0 C -AU 473 0 AK- S 0 - 976 D -AU 0 -76 S -AI 655 0 AU- E 0 -266 Al- U 0 -639 E -AT 47 -72 U -AH 398 0 AT- F 16 -16 AH- V 0 -223 G -AS 0 -348 W -AG 39 -133 AS- H 594 0 AG- X 184 -6 H -AQ 0 -769 X -AF 0 -423 AQ- 1 736 0 Y -AF 0 -91 I -AP 0 -1102 AF- Z 614 0 K-AP 0 -56 Z-AE 0 -914 AP- L 1243 0 AE-AA 948 0 L -AO 0 -1555 AA -AD 0 -1264 AO- N 1554 0 AB -AD 0 -42 N -AN 0 -2019 AC -AZ 0 -2 O -AN 74 0 4001SA38:FF5581803137F4900 992E85FB Thk Ulm➢rn barnand sc21adby Marrwtl Willem, -,SOL.lts.C�72 iaef�sdaa¢shrvnsatxivntrign5F€�� authent§mumccde. weed "in a dS$Iaet M:A3 notCM-A Md%fgsWJ dsalad =6._-xA.2 antkadewalenel tha*wf--d.cnaoydectron zm�ias. "WARNING— READ AND, FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg 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 temporary bracing per BCSI.. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceilmq Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQqComponents 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 ppro esstona7 engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS009 Ply: 3 SEQN: 688564 / T58 / MONO 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elle "D" OL OW1 Qty: 1 FROM: JAH DRW: Truss Label: FTG1 I.Wgt:99.4]bs ! ... 10/30/17 15"1 3'4" 1 5'9"12 7'9"12 10'4" 12'10"8 15'6"8 15'11"8 n— 2'11" -1 2'5"12 1 2' 1 2'6"4 i 2,6"8 1 2'8" -H n 1112X4 1112X4 =3X4 n n n t- C III 0^1f -- - - III0/rt 2'8"8 219" _ 2'6" 219"8 2r8" 2'6"8 2'8"8 '1 5'5"8 7' 11 "8 � 1 10,91, } 13'5" �{® 15' 11 "8 Loading Criteria (psf) Wind Criteria TCLL: 40A0 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 85 mph BCLL: 0.00 Enclosure: Open BCDL: 5.00 Risk Category: EXP: B Des Ld: 55.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 0.0 psf Soffit: 0.00 BCDL: 0.0 psf Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.00 Wind Duration: 0.00 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP M-26 Webs 2x4 SP #3 :M1, M5 2x4 SP #1: Lumber value set "13B" uses design values approved 1/3012013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 6.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c_ Repeat nailing as each layer is applied. 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 plf at 0.00 to 50 plf at 15.96 BC- From 5 pIf at 0.00 to 5 plf at 15.96 BC- 915 lb Cone. Load at 1.85, 3.85, 5.85, 7.85 9.85,11.85,13.85 Plating Notes All plates are 4X10 except as noted. 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. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl1CS1 Criteria PP Deflection in fee Udell U# VERT(LL): 0.315 D 607 240 VERT(TL): 0.493 D 388 180 HORZ(LL): 0.044 A - - HORZ(TL): 0.069 A - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.560 TPI Std: 2007 Max BC CSI: 0.568 Rep Factors Used: Yes Max Web CSI: 0.883 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.02.01D. WAVE Deflection Max JT VERT DEFL: LL: 0.32" DL: 0.18". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. No 047182 1. a . �'J,04 FM 40 01 SA 38 FF 59 81BO BB 7F48 00 99 2E 85 FB *,4 item k= bean eletimnk- gs4nad=6 �ladby Wr° lMartl,a, ?E M. Uz.t"7iHY1 am the dtle shown aba ga SNlwl �thenGtat�rraada. 7v3ntcdc lrst tt dcesnsi a mist cwx6wed ApZdarndsalad an6 tFc..;.rg a�he�rfiJase�a nr:�t rasacrif�d�r aaycisctrars3: �3as: 0314.13 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W N 3690 !- !- /- !- /4.0 O 3590 /- /- /- /- /7.5 Wind reactions based on MWFRS N Min Brg Width Req = 1.5 O Min Brg Width Req = 1.5 Bearings N & O are a rigid surface. Bearing O requires a seat plate. n H Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-B 0 -3057 D-E 0 -5019 B- C 0 -4998 E- F 0 -4722 C-D 0-5013 F-G 0 -2892 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ N- M 20 0 K- J 4774 0 M-L 3264 0 J-1 3101 0 L-K 5013 0 I-H 17 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ A-N 0 -1070 E-J 0 -178 M-B 0 -709 F-1 0 -719 L-C 0 -97 G-H 0 -1073 D-K 52 -7 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. A- M 3206 0 J- F 1748 0 B- L 1863 0 I- G 3054 0 K - E 328 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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, bV TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryv BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceilingq. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, i e. ADDTv Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. fZfer to a division of rl Pi 1; or tor n acceptance any structure its drawing,any failure to build the on this drawing or cover page to design shown. The suitability rPl 1 Sec.2. web Job Number: 136DCS009 Ply. 2 SEQN: 688587 / T38 / FLAT 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807 Elle "D" OL OW1 Qty: 1 FROM: JP H DRW: Truss Label: FTG2 Wgt: 54.6 Ibs / ... 10/30/17 ! 5"2'7"15 I 5'0"6 I 7'5" 17t14tt 151t 2'2"15 "1 214„7 s(. 2'4"10 57 1113X4 i 1113X4 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: 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 6/112013) Top chord 2x6 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :W2, W6 2x4 SP #1: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 2 Rows @ 3.50" o.c. (Each Row) 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 pif at 0.00 to 50 pif at 7.83 BC- From 5 pif at 0.00 to 5 plf at 7.83 TC-1098 lb Conc. Load at 0.35, 2.35, 4.35, 6.35 TC- 191 lb Conc. Load at 2.81 TC- 201 lb Conc. Load at 4.81, 6.81 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. 5 2'9117 2'4"10 5 5'5"6 7110" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl U# Pf: NA Ce: NA VERT(LL): 0.051 C 999 360 Lu: NA Cs: NA VERT(TL): 0.079 C 999 240 Snow Duration: NA HORZ(LL): 0.009 A - - HORZ(TL): 0.014 A - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.547 TPI Std: 2007 Max BC CSI: 0.633 Rep Factors Used: Yes Max Web CSI: 0.484 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02:010.0314.13 No 47' w w °11! AT 40015A38FF5081 808B7F4900992E95FB **hats tas btenarA=ledby rAame1 wrtfnex MI. t&..ffi47.f@ai ttrr�ac 'rahawrn a6avr u. ega SNA.a aaadsenetr rz nrrxda. S�Satmd sr�sa�€zsrs}sis doc�.�r�are mmt cwz�#dmad ��sraW anrizaaiffirB aran6 tfisa �Yaui'hcnt`sa9€�sco9e mrestda.�r3f��maraer�a$actrmrsis �Clns- ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W H 2953 /- /- /- /- /6.0 E 2463 /- /- /- /- /4.0 H Min Brg Width Req = 1.7 E Min Brg Width Req = 1.5 Bearings H & E are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 0 -2410 C-D 0 -2254 B-C 0 -2410 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. H-G 19 0 F-E 19 0 G - F 2521 0 Maximum Web Forces Per Ply (ibs) Webs Tens.Comp. Webs Tens. Comp A-H 0 -1450 C-F 0 -914 A- G 2541 0 F- D 2393 0 B-G 0 -830 D-E 0 -1203 G-C 2 -120 **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 ishi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI anr7'SBCA) for saety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted citherwise,top chord shall have properly attached structural sheathingf1 and bottom chord shall have a pro pperly �id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, e. Apply plates to each face of truss and�position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of ITW Buildin Components Group,inc..shail not be responsible for any deviation from this drawing any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seat on this drawing or cover page, . this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie of this drawing for any structure is the responsibility of the uiiding Designer per ANSI/TP11 Sec.2. Job Number: 136DCS009 Ply: 2 SEQN: 688540 / T51 / FLAT 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elle "D" OL OW1 v .Qty: 1 FROM: JAH DRW. Truss Label: FTG3 Wgt: 28.0 Ibs / ... 10/30/17 27' 4'4" 2.2„ 2'2" T 1 F Loading Criteria (psf) Wind Criteria TOLL: 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 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/3012013 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 plf at 0.00 to 50 ptf at 4.33 BC- From 5 plf at 0.00 to 5 plf 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 II12X4 = 3X4 gC 2-2" 2'2" 2'2" 4,4" Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs) Po: NA CY NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL 1 W Pf: NA Ce: NA VERT(LL): 0.011 B 999 360 F 971 1- / - ! - Lu: NA Cs: NA VERT(TL): 0.016 B 999 240 G 1177- Snow Duration: NA HORZ(LL): 0.002 A - - F Min Brg Width Req = 1.5 HORZ(TL): 0.003 A - - G Min Big Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 Bearings F & G are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.537 / 6.0 16.0 TPI Std: 2007 Max BC CSI: 0.103 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.373 Chords Tens.Comp. Chords Tens. Comp. FT/RT:20(0)/l0(0) Mfg Specified Camber: A - B 0 - 716 B - C 0 - 716 Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 Maximum Bot Chord Forces Per Ply (Ibs) MO-047102 <. 3 g STATE OF LIU, 40015ri38 FF51381H0BB7F48 00 99 2E85 FB TM hamh=b¢ =ladby tA2m.1 Mutiaeaz', Pf(FL. i?c. r-,sZf¢sstii¢dadc�7eswic atwrra wh igassib•3 a�tls¢mt§xaaus9a. ir'mt¢d argimsmdtha'x d+xct¢srtarm mot cca+s7ac+md sagaarg amd s¢a�d mac the z h¢mr�aYv. sarda mint ba w fa d m azyclectmnk cc;<im. Chords Tens.Comp. Chords Tens. Comp. F-E 11 0 E-D 14 0 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 —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 anc7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oyherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a pro aid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or I le. Aooly plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. f2efer to a division of TPI 1; or for h acceptance any structure failure to build the g or cover page vn. The suitability SBCA: ®BolseCascade Triple 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP BC CALCO Design Report Build 6080 Job Name: 4EJB 2807-Elie "D" Address: Lot 9 Creekside 136[ City, State, Zip: , FL Customer: Code reports: ESR-1040 BO Reaction Summary (Down ! Uplift) (lbs BO, 8" B1, 3-1/2" B2, 8" Dry 12 spans I No cantilevers 1 0/12 slope 20-01-08 Floor Beam1FB1 October 30, 2017 11:35:38 File Name: 136DCS009-Beams&Joist.bcc Description: Designs\FB1 Specifier: Designer: Jason Hill Company: Raney Components, LLC. Misc: Total Horizontal Product Length = 28-03-08 1,701 / 29 1,764 / 0 5,583 / 0' 4,791 / 0 1,175 / 1,223 0 / 74 — 08-02-00 — 61 62 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2)' L 00-00-00 28-03-08 40 15 01-00-00 2 Wall Unf. Lin. (lb/ft) L 00-00-00 28-03-08 0 110 n/a 3 Corner Jacks Trapezoidal (Ib/ft) L 00-00-00 0 0 n/a 07-00-00 245 91 n/a 4 End Jacks Unf. Lin. (lb/ft) 1 n/a MA Controls Summary Value "+ ition Pos. Moment 15,699 ft-Ibs ,d`� )8-09-14 Neg. Moment-18,354ft-Ibs 5i' ?0-01-08 End Shear 3,076 Ibs No 047102; )2-00-00 Cont_ Shear 5,183 Ibs 18-07-12 Total Load Defl. U921 (0.254") )9-06-09 Live Load Defl. U1,697 (0.138") :. )9-06-09 Total Neg. Defl. U999 (-0.027") 2-3-02-09 Max Defl. 0.254"�`. )9-06-09 Span /Depth 14.6 �" "°. )0-00-00 Squash Blocks Valid �a9 Bearing Supports Dim. (LxW) ValuE 40015A38fF5B9Y7BOiSB7*F48OO992i=85FB BO Wall/Plate 8" x 5-1/4" 3,46rau,��sa�,r�iar.aa ecified B1 Wall/Plate 3-1/2" x 5-1/4" 10,37 AOL `k.rA'IIU Mthe d�j'mab&Wu1noaSHA4 ecified B2 Wall/Plate 8" x 5-1/4" 1,10 ecified z�4atad c�6asaith2s drr�sacar� a�aaeaas3s�vsd szas'sxad s�aka� grad ttaeizs.�en�abmseewfen�..BCaassSf�.at asr6 alszere�rsY. Cautions Uplift of -1,298 Ibs found at span 2 - Right. Notes Page 1 of 2 ®BolseCasaade Triple 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Floor Beam1FB1 Elm Dry 12 spans No cantilevers 1 0/12 slope October 30, 2017 11:35:38 BC CALC® Design Report Build 6080 File Name: 136DCS009-Beams&Joist.bcc Job Name: 4EJB 2807-Elle "D" Description: Designs\FBI Address: Lot 9 Creekside 136DCS009 Specifier: City, State, Zip: , FL Designer: Jason Hill Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: Design meets Code minimum (U240) Total load deflection criteria. Disclosure Design meets User specified (U480) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary (0.75") Maximum Total load deflection criteria. be verified by anyone who would rely on Calculations assume member is fully braced_ output as evidence of suitability for particular application. Output here based Design based on Dry Service Condition. on building code -accepted design properties and analysis methods. Connection Diagram Installation of Boise Cascade engineered wood products must be in accordance with r►I Li b d current Installation Guide and applicable a building codes. To obtain Installation Guide • T• • or ask questions, please call ° T ° (800)232-0788 before installation. c BC CALCO, BC FRAMER@ , AJS- e ° ° ° ALLJOISTO , BC RIM BOARD- BCI@ , BOISE GLULAM-, SIMPLE FRAMING SYSTEM@ , VERSA -LAM@, VERSA -RIM PLUS@ , VERSA -RIM@, a minimum = 2" c = 11" VERSA-STRANDO, VERSA -STUD@ are b minimum = 3" d = 6" trademarks of Boise Cascade Wood Products L.L.C. e minimum = 3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Common Nails 40 01 SA 38 FF 50 8180 8B 7f 48 00 99 2E 95 FB 11dt1tm1Wheatakttsassira ,p ihned=du fdd6p 7.sxt .j Martner, Pt:(FL,Uc.es77saiantd�dateanae,&aharoat �gasss i acdtenttsat�recelc. r"a tadc aasc9tt drxcr.:srct arm F.taXAZmad sfe ds d=10d aac rise Sf;R;P a.Antcn�`ta^�tcs�8e ncst BsameritJcd cat amydectmrb: ¢Ins. Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orn 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Ors 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, tan mnh Wind Soeed. IS' Mean Helaht. Partlally Enclosed. Excosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace r (1) 2x4 'L' Brace to (2) 2x4 'L' Brace w (1) 2x6 'L' Brace w (2) 2x6 'L' Brace x Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' - S P F # 3 3' 8' E5'9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 6' V 7' 8' 7' 11' 9'1'9' 6' 12, 0' 12' 6' 14' 0' 14' 0' O F Standard 3' 8' 5. 3' 6' 7' 7' V 8' il' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 68 6' 11' 7' 10' 8' 2' 9' 4' 9' e' 12' 4' 12191 14' 0' 14' 0' -J S P #2 3' 10' 6' 7' 6' 10' 1 7' 9' 8' 1' 9' 3' 1 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' ill 8' 14' 0' 14' 0' (U I D F L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, it, Ill 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' e' it, 9' G. 10' 4 13, 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13, 11' 14' 0' 14' 0' 14' 0' _ U S P F u #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' O fl F Standard 4' 2' 6' V 6' 5' 8' 1' 8' 8' 10, 5' 10' 10, 12' 8' 13' 7' 14' 0' 14' 0' 6) #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' Il' 0' 13' ii' t4' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 1C' 11' 13' 4' 14' 0' 14' 0' 14' 0' 41 I D F L Stud 4' 4' 6' S. 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, it, 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10, 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' U U Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' IV 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X d O I H F Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' P 5' 1' 8' S' e' 8' 9' 11' 10, 3' it, 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 10' 8' 3#1. ' 8' 7' 9' 9' 10, 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 1 14' 0' #3 4' 9' 7' 4' 7' 10' 9' e' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' I D TL Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standnrd 4' 7' 6' 6' 6' it' 8' e' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' About j� able Truss Diagonal brace option rS T vertical length may be doubled when diagonal 18 A brace Is used. Connect L I diagonal brace for 600# at each -end, Max -web --- - - - ____Brace_ total length Is 14'.Zl 2x6 DF-L #2 or better diagonal T 1 Vertical length shown bracei single e' In table above. I IIII or double cut 45' (as shown) at Lr upper end, Connect diagonal at midpoint of vertical web. +ttt�._ Refer to chart above for 91 6 Ad`1 wwVAFMWFiww READ AND FOLLOV ALL NOTES ITN THIS DRAWING wwINPMTANTww FMUSH THIS DRAWING TO ALL CIDtntAMIRS D(CI011M THE INSTALLERS ` ill - Q' XGEAV&L. Trusses require extreme core In fabriamting, handUrg,•srupp4ne, installing and bracing, Referi',•to and Fellow the latest edition of SCSI (Buliding Component Safety Information, by TPI od SBCA) f-I Safety practices prior to performeig these functions. Installers shall provide Amporary bradng Per BCSL hott8n . C Unless noted otherwise, top chord shall have properly attached structural shentHng and chord shall have a properly attached rigld ceiling. Locations shown For permanent lateral restraint of webs shnil fave brotlng Instnlletl per 8CS[ sections #3, B7 or &0, 4t applicable. Apply plows to each foes of truss and as shown above and on the Joint Details, unless noted otherwse. ,✓ / position Refer to drawings 16OA-Z for standard plate positions. ,,fCa� - - �� ' ITV Building Components Group Ina shall not be responsible for any deviation from AN� Rpa AN fl W (7OMPANY Alpine, a division of <Hs drawing, any foilure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, „ T Installation 6 Watlrng of trusses. A sent on this draelnp or cover page Usting this drnwkp, bdiccates acceptance of professional 9y ✓wry - eng:neer4g rcs ty solely for the design showru The sultabslty and use of this droving for any structwe is the respansD,9lty of the Dugdhp Designer PM• ANSVTPI I Sect these Rl••ta9ne Eanh icy, MOlf 3045 Earth City, MO 63045 For more Inforntbn see this Job's gerneral notes page and web sites ALPMt wwwalaanett-amn TPD www.toinst.oroi SBCA, wrw.sbchduetrv.nro) ICO wwwJccsafe.ora A'J"I'tttttt Bracing Group Species and Gradesn Group AI S ruce-Pine-Fir Hem -Fir 41 / #2 1 Standard #2 Stud #3 Stud #3 Standnrd Dou las Fir -Larch Southern Pinexxw #3 1 #3 Stud Stud Standard IStandard Group Bt Hen -Fir #1 & Btr #1 Dou ins Flr-Larch Southern Plnewww #I #1 #2 #2 lx4 Braces shall be SRH (Stress -Rated Hoartl), xwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values ma be used with these grades. Gable Truss Detail Notes, Vind Load deflection criterion Is L/240. Provide uplift connections for 75 PIP 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 IV braces with 10d (0.128'x3,0' min) nits. A For (1) 'L' brace, space naps at 2' O.C. In 18' end zones and 4' ac. between zones. NOKFar (2) 'L' braces- space nails at 3' O.C. In IB' end zones and 6' o,c. between zones. 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical ten tin No S llce- +' Refer to common truss design for peak, splice, and heel plates. Refer to the Bullding Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 - - - Less than 4' D' 2%3 Greater than 4' 0', but less thou It' 6' 3X4 t Greater Wan tl' 6' 4X4 TOT, LD. 60 PSF SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ort 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nrt 120 mph Wind Speed, 30' Mean Helaht. Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species IGrade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace x (1) 2x6 'L' Brace x (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' US P f #3 3' 6' 5' 5' S' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 1t' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2- 7' 7' 8' 8' 9' 1' II' 2' 11 11' 13' 7' 14' 0' O H �- Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' Q1 —� S P #1 3' SO' 6' 4' 6' 7' 7' 6' 7' 9' 8' it, 9' 3' 11' 9' 12, 2' 13' 11' 14' 0' #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' li' 7' 12' 0' 13, 9' 14' 0' 03 3' 7' 4' 10' 5' 2' 6' 5' 6' it, 8' 9' 9' 1' 10, I' 10, 10, 13, 8' 14' 0' N F Stud 3' 71 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' Ill 9' 7' 12' 2' 13, 0' U #I / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13, 9' 14' 0' 14' 0' - S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' e' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' V i U Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' ill 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' 0) O H F Standard 4' 0' S' 8' 6' 0' 7' 6' 8' 0' 9' ill' 10' 4' 1t' 10' 12' B. 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' B' 11' 10' 2' 10' 7' 13' S' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' S' 8' S' 8' 9' to, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13, 3' 14' 0' 14' 0' Q1 D F L Stud 4' 1' 5' It' 6' 4' 7' It' 8' 5' 10, 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' li' 0' IS' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' l0' 1' It' 6' 14' 0' 14' 0' 14' 0' 14' 0' C5 S P F #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' Ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U Stud 4' 5' 7' 7' B' 1' 9' 2' 9' 6' to, 11' It, 5' 14' 0' 14' 0' 14' 0' 14' 0' O H F Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, ill' Ill 5' 13' 7 14' 0' 14' 0' 14' 0' X #1 4' 10' 1 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10' 7' 3' 9' V 9' 7' ill 0' 11' 6' 14' 0' 14' 0' 14' 11 D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Ill 0' it, 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 1 6' V 6' 5' 8' 1' 8' 7' 1 10' 11' 11' 5' 1 12' 8' 13' 7' 1 14' 0' 14' 0- able Trussel Diagonal brace option, T vertical length may be 0i doubled when diagonal 18' X brace Is used. Connect L I diagonal brace for 690# at each end. Max web I Brace total length is 14. )0 1 2x6 DF-L 02 or better diagonal "r Vertical length shown i brace, single B. In table above, j or double cut L 1 45' (as shown) at upper end. Connect diagonal at I I I I' Id I t f ve tical web ^ UIlk 41 Refer to chart above for Bracing Group Species and Grades, Group Ai S ruce-Pine-Fir Hem -Fir #1 / 02 jStqndard #2 Stud #3 Stud #3 Standard Dou tas Fir -Larch Southern Pinexxx #3 #3 Stud Stud Standard Standard Group BI Hem -Fir #1 6 Btr #1 Dint Fir -larch Southern Pinexxx #t #1 #2 a2 Ix4 Braces shall be SRB (Stress -Rated Board). xxFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these artoles. Gable Truss lletall NoTesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nalls. X For (1) 'L' brace, space malls at 2' ac. In 18' end zones and 4' o.c. between zones. ilf 31EFor C2) 'L' braces, space nulls nt 3' o.c. In IS' .end zones and. 61_o.c. between_ zones. 'L' bracing must be a minimum of 807 of web member length. 11 Gable Vertical Plate Slzes Verticnl Len th No S lice Less than 4' 0' 2X4 Greater than 4' 0', but 4X4 less than * Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer, for conditions not addressed by this detail. m pon o r - —WARNMG" READ AND FBLLOV ALL NOTES IN THIS DRAVIN(3 ww04PMTANTwe FURNISH This DRAVBIG TD ALL CUNTRACTDRS INCLUDDIG TIC INSTALLERS. REF ASCE7-10-GAB16030 Trusses require extreme care In fabricating, hondlhg, shipping, Installing and brncing. Refer to and 11 ��\��,V s� DATE 10/01/14 Folio. the latest otlltion of SCSI (Bulang Component Safety information,CA by TPI and SB) for safety p-11ces prior to performing these functions. Installers ehalt Provide temporary bradr�g per BCSL Unless noted otherwise, top chard shag have property attached structural shentNng and bottom chard _ No DRWG A1603CENC101014 shall hove a properly attached Npld ceilhg. Locations shown for perthanent lateral restraint of webs Z / 6LP short have brocing hstaUed per SCSI sections B3, 87 810, as applicable. Apply pintas to each faceQ oftruss and position ae shorn bove and — the Jht Details, untessnoted otherwise. Refer to drawkVs 16OA-Z for stondartl plate posltlons, OF Alpine, o division of ITV Bulltling Components Group inn shall of be responsible for any d-lation fro, / iiiiiiiii AN ITWCUMA4NY this drawing, any failure to bold the truss In conformance with ANSI/TPI 1, or for hint 0. shbOng, %'0 (y MAX. TOT, LD, 60 PSF Installation L brochg f trus— A seal on thin drawhp ar` cover puce listi,,g tMs drawhtl, indicates acceptance of professional � engineering responsa+Blty saety for the df-r shorn. The suitability and use of thIS drawing ' C? � Fl \ for any struct a a the responsDa[ty of the a t,*V Deslgnc per ANSI/TPI 1 S*CZ t 3389 Lakalr0 3 45 For ,ore Information see tuts Job's general notes page and these web sites, j�5yp r+y� � t'�t ' Earth City, M063046 ALP[NE� rrw.nlpheltr.com, TPD www•tpinstargt SBCN wwr.shcIndustry.orgl ICO wwrJccsofe.org fI'p,[ '< N� ,tee MAX, SPACING 24,0 Galole Detail For Let -in Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of member length, No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required IT Relnfoi Memk Go Tr Gable vertical length greater than 48' 'L' or 'T' brace required Gable Truss Plate Sizes Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. (E)Refer to Engineered truss design for peak, splice, web, and heel plates, ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Example+ 2X4 2X4 2XS Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails+ 10d Common (0148'x 3.',min) Nails at 4' o.c. plus (4) nails In the top and bottom chords. Toenalled Nalls+ 10d Common (0.1481x3',min) Toenails at 4' o.c. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings --- A11515ENC101014,- A12015ENC101014,-A14015ENC101014, A16015ENC101014,-- A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End -nail 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, Mbr. Size 'T' Increase 2x4 30 2x6 20 Example+ ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member -Size_= 2x4_ 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' U v AN fTWCOMPANY 13399LakefrontDrive Eanncry,Mofaags .eve READ AND fDLLOV Ali Nffr S ON nUS BRAvaiGi :t@PQtTAHnu f1RlaS11 TIRS HRI1YINfa TO ALL 1urlRAclaes u>auDDaG Tb� TILLLERS Trusses regV extreme care In fabricating, handtep, shipping, Instat and Ref¢r to and folio. the latest edition of BCU ceetdtig Component safety LMormatian TM ord SBCA) for safety prnctlic pMor to performing these functions 7nstalters sfinll provide tel broilnp per BCa Urnless %iced otfierWse. top chord s4natt have properly attached structu�nt shaot)dn9 arM bottom d»rd shall have a property ottochad rgki ceUY p 19=1.uns shown for perm* nef t lot rat restraint of webs installed per BCSI sections N. 87 or 810, as applicable. Apply ptat¢s to aach fats of t have and of Mass and podtbn as shorn above and on the .bins Details, unless rated otheMse. Refer to rYowenps 16M—Z for standard ptate positions. Alpine, o dvision of ITV BWdYoo Components Group lnc shall not be responslNe far- -y lion from this drawt+p, any fal+re t° the truss in conformana'nh ANSI/TfI 1, or for manasn0 hstaUotfom bracing of trusses A seal on tlds drawft or cover pa t1w" this drawling, kndcates acceptance of professional engli irq asponsWI!�solefy far t+�e shown. T►+e s+/tWP and lice of this chaseq farawry structure 4 reeparutbsdty of [3idig Deslgrer per ANST/TPI i sec2— dI PTN7, information see `tip".`. ° Rr l notes these ,; :b_ '­ — 4' , 0;,�»�?r�?iy..: �aaRA �G6Ng 4 s , ^' Ho OM62 ?*= t*. q>': „ ,� !��^�c��' mmsawasnn,mnsTismm�asrn ....—�. "—'°"~." MAX. TgT, LD, 60 PSF REF LET —IN VERT DATE 10/O1/14 DRWG GBLLETIN1014 DUR. FAC, ANY MAX, SPACING 24.0' W4X4, Min, W1,5X3 Typ, r 2x4 Chords X- Hip Frame Details 24' —� TYp. i 2x4 Purlins Setback] Bpi /Hip Frame Common T es Stepped Hip System Trusses �—#1 Hip Pitched and Sheathed Chord Area �— Hip Framex ------------------------- ------W3X4, Min, ----------------------- --- B Bottom Chord o- Att \ Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0.131'x3,5' nails W3X4, Min, )K Hip Frame, 'R' Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5' nails @ 6' o,c, maximum spacing. Hip frame stops at plumb cut of jacks to maintain pitch continuity, Hip frame lumber Is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better. See Engineer's seated design for setback, lumber, plating, loading, and duration factor required 'R' Hip frame chords may be trimmed up to 2' to fit, purlins must be intact and properly attached, Hip Frame ection B-B �--- Setback —-- Stepped Hip System Trusses Use ASCE this detail 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber, Structur 4 anets must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 t�,�! To hind �irons. . WARRBr.Ia READ AND MLOW ALL NITTES W TINS DRAVRxB -JKRORTANT- FURNISH THIS WAVING TO ALL CONTRACTORS INCI RI NG THE INSTALLERS Q� GE� /,1�. es� REF HIP FRAME DATE 10/01/14 Trusses require trene care in fabricating, handling, sWpping, InstalltnR and broth%. Re Per to aM foltor the latest BCSI CBurtding Safety Information, by TPI SBCJJ For sbfety 3 V1 - edition Of Component and practices prior to performing these functions. Installers sWl provide tenporary �bratlng per BCSI. unless noted other.lsa, top chard shop nave structural sheammp and bottom chord _ N DRWG HIPFR1801014 .. property attnched shall have o property attached, rigid, Cealnp Locotbns cYmm for pernaneni lnternl restraant of rabc, — IIL.I'� d rl �� J or BIB, as appess no Apply Wates to each fats aholl have M+aposi Installed par BCSI and on the of truss and, position as shorn above and an the Joint Details, vdess rohtl otherwise. /S+, Ar�E O� � /1%i (TINI�DMPANY Refer to dra.ln%s MA-Z for standard, plate poskbns. Alpine, a dvWm of LTV Building Cwpwents Grouupp rno shall not be responsible for any deviation from tNs drn.ing, any fagAure to bJld the truss In confornnnce dth ANSMPI I, or for Lv+ntlgnit, shipping, .� Q hatollation L braW% of trusses. A seal on this draring or cover page tlstlog tints dra.eng, indicates acceptance of professional responsllNty solely for the de s/nm The sWtoWlty and use of tits *.*Q 73398 Lakefront Drive 1338 for any s two b the respons60.1ty oP tT+e Bu9dh% 6adpner par ANSI/TPI I Sect, these `a�f44F111(LIINLtUttt'; City, MO H3H.5 For non Lnfornatlon see this Job's general notes page and .eb sites ALPINE, .r.alpinalt..conl TPp e...tpinstargl SBCA, —.1 cindustryortU ICO r..lccmfe.org Valley Detail - ASCE 7-10; 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, )K)KAttach each valley to every supporting truss with, (2) 16d box (0.135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted In lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, 3X4 12 12 Max, (- 2X4 X4 I-- 8-0-0 max --I 4X4 12 12 Max, I- 1X3 1X3 5X4/SPL Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, sane species and grade or better, attached with 10d box (0.128' x 3,0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with+ properly attached, rated sheathing applied prior to valley_ truss Installation, Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. R6TCIII Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Pitched Cut Bottom Chord Valley 2X4 Valle Spacing ce-nailed Square Cut Bottom Chord Val 2X4 4X4 IR Stubbed Valley Optional Hip End Detail Joint Detail -- - I- - 20-0-0 (++) at 2d' O.C. I Plan - Supporting trusses at 24' o.c. maximum spacing, jy5\\IIt 1111111///j mWAMM- READ ANo gym+ ALL NEMS ON THIS WAVM FURNISH THIS BRAVM M ALL CONTRACTOU ncl rRM THE iNSTALIFRS .`` �f? '', TC LL 30 30 40PSF REF VALLEY DETAIL nOPORTANTM Trusses regWre bmg extreme care In fobrkat, handling, ship pbria, installing and bracing. Refer to and Ell 'C DL 20 15 7 PSF DATE 10/Ol/2014 folk.. the latest edition of SCSI (MIdtng Component Safety Information, by TPI and SBCN for safety practices prior to performing these functions. inotalors shag provide temporary bracing per BCSL ` ,`t �>1i�,`` ®f✓ WI tad othentse, top cirortl shag have Property attached .truat,ral h..thing and bottom chord al` ��'- f li BE DL 10 10 10 PSF DRWG VAL160101014 ��1nTTT O d shag have a property attached Hold cellt� Lowtlons siaen for permanent lateral rr.trant of alas shot have hr.cng Installed par SCSI ...tors H3, 87 or RIO, as apptkahte. Applyy plates W each face of truss and ppooaltlon .. ch.m above and an the .hint OetaW, wlers rat.. atherwil- - !f r4 _ p �'t' }} �, BC: LL 0 0 0 PSF I��� AN ITW WMPANY Refer to dnwings 16OA-Z for standard plate postti.ns. Atptne, a division of ITV BWlddl1nnoa components Gra��..pp Inc. shall not be responsue far any deviation from drawing, facture to Wild the trial. M c.nFornnnce ath ANSI/TPI 1, or for hamilft, shWl+g, _ -i- Z-P OF - TDT, LD, 60 57PSF 55 this any Inatalation L bracing of trusae.. A coal on this dw.trrp or cover page listing this drawing. Indicates acceptance of professional em rimre mmapplltttvvTasaetr Fcr me dal moan. suleaeuq Asa of this daeme , Q t ( Cj� �. z UR,FAC.1.25/1.33 1.35 1,15 M r fors-- rQy bAr per AtSVR+i�' ` SPACING 24,0' 73389 Lakefrom Drive Earth Cily,M063045 For more Innf—ttan see this job's general notes ppanggee and these web. sites ALPINE, ere.lPineltwc.nl TPB www.tpinstangl SBCN .ww.dxirdustry.pngl ICO ww 3 ...fearg ,^+�� i �(l iLT` 1�� /i,_ SFC1A! t t r� ..l __ Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 Psf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5, psf (min), Kzt=1.0. Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purtins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. x■ Refer to Enolneer's sealed truss deslon drawing for oloovback and base truss soecificatlons. Detail A l Purlin Spacing = 24' arc, or less 12 Up to 12 7 11 O.C. max ,—Top Chord Scab <Typical Each End) Flat top chord purllns required at both ends and at 24' max o.c, spacing in between. Detail B - Purlin Spacing > 24' o,c, Piggyback cap truss slant nalled to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 N3 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 purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0.13S'x3.5'). Up to 12 V I I I I \\ 4' \\ I ( \\ / I I Purlin Spacing > (/ 24' o.c, max Full LTop Chord Scab (Typical Each End) Chord Flat top chord purtins required at Depth both ends, purlin spacing > 24' o,c, Note- If purtins or sheathing are not specified on the flat top of the base truss, purllns must be Installed at 24' o.c, max. and use Detail A. qt±}fjijillijj vaVMRNQ-w READ MNB ID FTAI..BV ALL TES M TM DRAVBICd `�%, `& !1 A�fle� MINPORTANTo I MASH TM BRAVING M ALL CONTIM n BiWAIE A'i THE INSTALLERS '1/y� Trusses require extremt core In fabricating, h4mLIN, sHpping, Instotdng and brocNgg.. Refer to and folio. the (*test e-9tIon of SCSI (Bulding Component Safety Information, by TPI and SSCA) for safety /� proctlrxs prior to YerfarnWp these funcUoris. Instnl,erc shall gravid° temporary bradng per SCSI. VV,fL f Unl noted other Ise, top chord halt have property attached strucWrnl sheathing and bottom chard z shall move n properly attached rigid celing. Location shorn for permanent tateral restraint of webs (7 �� (� shall have bracing Instalted per BCSI sections 113, B7 or BIO, as applkable. App)y plates to each Paco of truss and positton as shaven above and on the Joint Dotal., untess noted otherdse. = ups II I��ILIr=� Refer to tlnwhgs 160A-Z for standard pWte positions. Atpine, a r1W.Ion of ITV Building Conponants Group Inc shot, not be r"p—M. for any deviation from AN 1i1N07MPANY tNs droving, any falure to buud the truss In con ormance with ANSLITPI 1, or for her shipping, ;per 6 Installation L bradng of trussas, A sent on this droving ar cover page Ilst>•,R this drawhg. Y,Acates acceptance of professional'` erg,—bV rcsporsH,Nty solely far tM design stnm The sultoblDty aM use of this draft 13389 Lakehont Orive fer amy structure Is tha rcspondhlity of the Buldlr,g IlesiRn°r" per ANSLTPI t See2. �,pr Earth City, MO 63045 Far more Information see this Job's general notes pa se and theweb sites, ALPINE, ..wn-mMWt.c,vn. TPl, www.tatnstoro- SBCAi vwvsbc t-v . IM rwWccsofearo Piggyback cap truss slant nalled to all top chord purlin bracing with (2) 16d box roils (0.135'x3.51) and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box palls (0.128'x3') at 4' o.c, Attach purlin bracing to the flat top chord using (2) 16d box nalls (0135'x3.5'). The top chord N3 grade 2x4 scab may be replaced with either of the following, (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'x1.375' nails. Note, Nailing thru holes of wave plate is acceptable. It In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 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 sheathing gussets (each face). Attach @ S' o.c. with (8) 6d common (0113'x2')- nalls 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) 10d box naps <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 pl gyback plate to each face @ 8' o.c. Attach teeth to plgg back at time of fnbrlcatlon, Attach to support)Ing 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 CLR Reinforcing 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, Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OV T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 00 --Center-scab-on-wide-face--of web._Apply <i) scab to_ each face of web, Member Substitution T-Reinforcement Or T-Reinf. L-Reinforcement: or L-Reinf.. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',m1n) naps at 6' o.c. Reinforcing member is a minimum 80% of web member length. T-Reinf, L-Reinf, Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d <0,126'x3,0',min) nails at 6' o.c. Reinforcing member Is a minimum BOY of web member length, Scab Reinf, r,INPalu+NT TNIs�"Bmnwc Two °ALi>_"ufa,IR�acr� DXLUnDM rTM amie DW&LEas ��•�'"veL, jV],g�'T''.•,,� TC LL PSF REF CLR Subst, DATE 10/O1/14 Trmses require extreme care h fabricating, handling, shlpphg. InstnlBng and bracing. Refer to and fogoe the late et emtbn of IICSI (BUR"g Component Safety LK'nrnation, by TPI and SBCA) far safety to -Ing these functlm Installers shill provide temporary brodrg per HCSL Q //� � NS TC DL PSF DRWG BRCLBSUB1014 pprraaetkes prbr perf Unless noteq otherrlse, top chord shall have properly attached structurol sh¢atNng and hottom chord have attached rpid eelWp. Lacotlons shorn for Iaterol restrnht of rebs ��C �� C DL PSF v shall a properly pernonent shall have bracing installed per BCSI s¢etlans H3, B7 or BIC, as applknbly. Pppty pWtes to each face Dtais, unless meted otherdsv. A 1C LL PSF Q �p� Refer to dnringst OA-2 fo vstobWwd plate pogtlJor�is= =i{ glphe, a tBvlslon oP Iry BWlding Conpments Group Inc. shall not be responsNle far any devlatbn from EMT. LD, PSF AN fIWCOMPANY tNs droehg, Y faRure to buRd the truss In conformance rlth ANSLIPI 1, or for M dung, sin pP ng, .� TIE OF Instnllntbn bracing f trusus. A sent an this trarhp ar cover page list7np this grnrhg, Indcntes occvptance oP proPesslanat responsbNtyy sdely for the design shorn. The surtabNty a.a7 use of this ernrhp /'f +'<l` µ, >" sy Y' (� 0 ^ DUR, FAC, one�ture Is tM respm,slbslty of the Hu&dIrM1 HerlWrKrer per AtISI/TPI 1 See2 for 4 W `b t SPACING 133B91.akefront Drive Earth City. MO 63045 ry wr far more �f�rnatlonsee tin �,pb ge rrel notes page and these reb slicer e. �, _ _.r �. _ _« �f �� �nti(li+ a� Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load or web member. This design is valid onlyy for single ply trusses with 2x4 or 2x6 broken members, No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max Length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member, Apply one scab per face. Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nail 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 may not be used for damaged chord or web sections occurring within the connector plate area, Broken chord may not support any tie -In loads. s L L 4' O,c. Typical ~ + O + O + O + O 0 + 0 + 0 + 0 + --- j 2' 1— Stagger + = Back Face 10d Box (0.128' x 3', min) Nailsi 0 = Front Face 2x4 Member - Double Row Stagger. 2x6 Member - Triple Row Staggere Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web ❑nty 2x4 12' 620# 635# 730# 800# Web Only 2x4 18, 975# 1055# 1295# 1415# Web or Chord 2x4 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 v 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 e 4 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# s L NlNnun B L Distance NaNnum L Distance B / L Y L Nail Spacing Detail �ti oV"n< jb ,°L "VARNDN(Ps READ AND FOLLOW ALL NOTES ON THIS DRAWING! ��` REF MEMBER REPAIR ■■DVPORTANTo FURNISH THIS NNVSNG to ALL c!@frRACTiDts INCLUDDfG THE INSTALLERS. 1 Q.` h E tl ''� °r. Trusses require extreme care to fabrcatlrs, handling, shipping, ostalUng and bracing. Refer to and t% follow the latest dtfon of SCSI Quadng Component Safety Infornatwn, by TPI and SBCA) for safety �' �+` DATE 10/Ol/14 prnctkes prior to perfoming these FuncAlons. Installers shot provide temporary b—dimg per BCSL No, Unless noted otherNse, top chord shall have property attached structwal shenthtrg and botton dmor DRWG REPCHRD1014 IIfIII shall hove . properly attached rVd ceUhg Locotlans shorn for pernonent lateral restraint of webs l L�LJ O shall hnva brocing Installed psr BCSl aectionc H3, B7 or H10, as appltable. APPLY Plates to each Noce Yi w QFE=D of truss nntl ppos tlon as shorn above and on the Joint Det.Ks, unless noted other■Ise. O't" T� r.r Refer to droning: 16gA-Z for standard plot. positions. )� 1 V f Alpine, a dlvlslon of RV BLdZg Components Group Inc shall not be responsible for any devi.tbn fromy . AN ITW COMPANY this dvwhg amy f.&we to bJ d the truss In conformance .tth ANSI/TPI 1, or for handling, shipptrg, r, a Instaltatlan L brocb9 of trusses. I O• O �© V��� A seal on this d-neing or cover page UsfLg this d—Ing, Indcnt.s n¢.ptance of professional engtneerbg respans0111ttyy solNy fen We design sharp. Th. sWt.NKy and use of this dra.4ng °°�, (•.C) ...+^ 1:F`�``, 13389 Lakefront D'. for any otru[ture hi the respanslbtlltY of the BWtdemg Designer per ANSL TPI 1 Sea2 Earth City. MO 63046 far nwtpinel .wall TPIe-Appatct-9i general cMchtlgi,.sV grgleIM -.1= nfearg If tSPACING 24,0' MAX AIPINF n.a STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX, LENGTH TO TRIM 1ILLER EXISTING FILLER I - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. - LOCATE VERTICALS AT 4'-0' ❑.C. MAX., OR SEE NEXT OPTI❑N. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW), - ❑PTI❑NAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT --TO SfiY-THAT-IN-NO-CASE-MAY -THE-- - BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND IOPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NIITFD ON THIS SHEET f USE THIS DETAIL FORI ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, BER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'). iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. N❑TEI FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED. AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX <0.128'x3') NAILS AT EACH END OF EACH VERTICAL, <12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE <0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). "DIPS MIT r SH RML�R°AVAND M TU &L �rn CTIRS weed. 11114 TW IrurALLCRr `��•�` �rG`- rolH�f;�g+,+•ym REF BC FILLER Trusses require extreme care In fabrlamWV, handUno, shlppin , Instal1 and =1o. Refer to and y� f� �� 'W >�' DATE 10/Ol/14 follow the latest edition of BCSL CBuAtsng Component Safety [nCornntlon, by TP[ orM SBC,U far safety ` \V S pprraactices prior to perforning these functions. Installers shall provide tenp bracing par SCSI. ��� �/ oy UN.as rated otner.iw, top chard shall have property attached structural s antw�g and hatton N DRWG REPBCFIL1014 r shall have a properly attached rlaid telling. Locations shown far pernanent lateral restralnt of webs .. shall have bracing ljon —ed per above and on the -t or Heft as unlessapplicable.no Apply Plates to each face of truss antl pposition ns shorn above and on tlxr JotnL oetn0.s, uNess rotetl otherwise. A4 Refer to drnwhgs 16fA-2 for standard plate positlons. Alpine, a divlsan of ITv D.W.g Conponents Grouupp Inc shalt not be resPanstble far any deviation Fr S A O E C} AN IIWCAMPANY this drawing, any Fall— to brdld the truss In conFarnance with ANSUTPI 1, or Far honillng, sWpping, lnstattatlon L bracing of trusses, A sea[ on this drawing or cover pa llstbV this dra.hg, bul-tes acceptance of Professional : '�C n Mp rrsponst�sJUtyvosdelY Por the tlesign shown The sWtab612Y aM use of thh: drawhg fl \� 1336g Lakelront Ddve for sirvcWre -- raspwstafty of the BuAmng (resigner per ANS!/TPI I Sect Earth Lakmfr0tDdve For more information see this job's general notes page and these web sites ALPINE, www.aloineft—onr TPI, www.tob,storor SBCAJ www.sbcbu&,strvaral ICC%—.1-safeoro 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 = 1,00, Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3,0', min) nails at 8' o,c, plus clusters of four nails where shown in figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species. N❑TEi Add 210# uplift (max,) to reported truss uplift for wall connections, wwvARIiINCd-a READ AND f0LL0v ALL NDTCS DN TM DRAVMG _- -- ..DPORTAHTw fumm THIS DRAVM To ALI, CONTRACTMS INMUDW TIE INSTµ.I.EpS, .� - w // 'row. �J T❑TAL T❑P CH❑RD REF 2X4 SCAB 0,H; DATE 10/O1/14 Truss.s requh- .xtr•ene core In fabricating, hundlhg, shipping, Instalgng and b=11SQ Refer to and follow the latest edition of DCSI ®uAtlerg Component Safety Infornaton, by TPI and SDCA> Por safe<r RCSL `�; PENS LOAD NOT TO ` g�' �,� � ': EXCEED 40 PSF r DRWG ❑HSCB2X41014 practk.s prior to performing thece functions. Inst,,LTt srgU provwa tenpornry bradng per UN.ss nakd oth.rwise, <op chord sMll har. properly ttochetl structural sheathing and ba«on chord _ No CDEAD PLUS LIVE) ^� shall heve n pd- y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall h.ve brndng NstoR.d per DCSI cectloon th J or DID, as applicable. Apply plats to each face of truss nM ppoocltlon oc' sham above aru! on the Joht Detalc, uNess noted otherwise. Refer to drarhgs 16OA-Z for standard pint. positions. Alpine, a dvision of ITV building Conponents Grow Inc shall not be responrJWe far any tl.vlotlon iron SATE OF � yQ'V AN fTWOOMPANY this tlrnw g, any faRvre to bJld the truss N confornnnce with ANSVTPI 1, ar for hnMU g, shippi g, hstaltotbn L braeing oP trusses. .Q W ) ma's ��.N� �,� A seal on this drae6g or cover pope UstYg 4}ds drnwhg, 6xanks erreptu,ce of professivnnl engheer.g re y solely for th. design shown. The sJtabWry and —,of this drawing for the Duadng Oe^.Iglier ANSI/TPI this `.®,.� DUR, FAC. 1,15/1.25 � \ 13369 Wkelront Drive any strucdr•e tlfe respons6AitY of Per' s � `4F°off,; 1pNAL 24e Earth City. MO 63.15 ForQ&meCAt.wtsbcp�idntry rg1e1CG n x f..arg w•rre Initw.conl n see this Jo. tt\\\\\\\ SPACING I STRONGBACK BRIDGING REC❑MMENDATI❑NS I 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. NOTEI IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE, Details 1 and 2 O (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/ C3> 10d COMMON (0.148'x3.0') NAILS OR (010d BOX/GUN (0.128'x3.02 O NAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON—, (0.148'x3') NAILS OR (4) 10d BOX/GUN NAILS attachment methods O STRONGBACK BRIDGING ATTACHMENT STRONGBACK BRIDGING SPACING REQUIREMENTS Up to 9 None required to W I row fat center of W to 2 rows 0 at n6 Y3 D&ft) V to + 3 rows 0 at M6 ll4 ) Byer 40 rows at I _. �-11 ATTACH STRONGBACK TO BOTTOM CHORD WITH Z(2) N10 — 3' SCREWS ALTERNATIVES ow -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.' No -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,) ►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 (TDD) 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. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information). s d ILJJ� u+ITW�MPAW 13389 Lakefront Drive Earth City, MO 63045 ONDIPM,wr� ROM MAyNDW m � COMMWHIRS DAMIJIIM TTW VISTALLEIM Trusses regal-e extrens care In fabrkatlnp, handlehg, sh%n*Q. Instalft and bradnp Refer to and follow the latest ealift of Bess osuwdng Conponmt Safety Infornatfon, by TPI and S100 for safety practices prior to perforning these fvhctlans. Installers stall provide tenpornry brndnp � d Unless rated otfierwise, top chord shell have property attached structural sh:4z and shall have a property attached r1aM cewhg. Locations shown for pernanent lateral restraint oP webs shall have braGm Mtalled per BCSI sections 93.137 or Blo, as aadtahte. Apµt plates to each face of truss and Paitlon as farm above and on the .loFrt Details, urdass rioted er.iss. Rcfcr to oY^awu�ps 16W-2 for standard ptab posldans. Alpine, a dvision of ITV "dng Conponents Croup Inc. shalt not be responslbif for a�rr�tyy deviation fron tlds =vk nny folture to build the truss In confornance with ANSLIM 1, or far nandig, shipping, Installotlon 6 bracing of trusses, A sent an then dmwbV or cover pug Us" this *nwbt2, Yidcatm acceptance of professional Par war-Pot'"�+°r" es1a1yrefpai�w darsir of 'to.r► The wwbuty and ufe of tam ea�+B Ldding Der 1 Seca Far rare Wornatfon see tMs Job'f general notes page erd these web stsfm ALPIND m&lPine„„, hcont TPLws wtphstoro SBCM msbdndusd^ya w IM mJcuaPe erg . ...... $°2. .mot. '..� ss'� j$ /tan 0a7162 %.' ^ r la +y5s STATE OF �qs axs. ,»�c��{psAp�Y;�o?;.�• a''y�,p ;a'�- ' r, nh rod m"nvim m:ss.se,ruaza ranammssra _�� _ • ••• <-"^"--'-"-'-`^^-•- TC LL PSF TC DL PSF BC DL PSF BC LL PSF TOT, LD. PSF REF STRONGBACK DATE 10/01/14 DRWG STRBRIBR1014 DUR. FAC. 1.00 SPACING 17(d- — 06 y7 31m� q T1 bE kJP; Job Number: 136DCS009 ' Ply: 1 SEQN: 6W / T37 / SY42 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elle "D" OL OW1 Qty: 3 FROM: DJH DRW. Truss Label: FT9 Wgt: 107.8 Ibs / 5'10"4 1 7'10"4 7'jl1"12 15'11"8 L fir r 5'10"4 2' 8 7'1112 17' 11{'—� F { " 1'2"12 1'3"12 i f� 2,6„ —,1 1'8"12 --{ 1� 1- .1 2,6„ —+ 1,3„ -. 1112X4 =4X4 =4X4 1112X4 =3X4 1112X4 =4X4 A B C D E F G H I PRO Z7�0►_I II ►.�Z NSA IL Loading Criteria (psi) 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 S R' Q P O N M 1114X6(R) =5X6 1112X6 1611"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.201 E 924 360 Lu: NA Cs: NA VERT(TL): 0.319 E 582 240 Snow Duration: NA HORZ(LL): 0.025 L - - HORZ(TL): 0.039 L - - Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.661 TPI Std: 2007 Max BC CSI: 0.584 Rep Factors Used: Yes Max Web CSI: 0.402 FT/RT:12(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.016.0614.19 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Repair Problem: Cut 1/2" off left end as shown. Top chord 4x2 SP #1 Use a carbide tip blade to cut 1/2" off left end. Attach 2x6 SP #2 scab Bot chord 4x2'SP #1 shown(hatched) applied to each face of truss using .0131"x3" gun nails Webs 4x2 SP #3 spaced @ 4"o.c.. Remaining plates areas must be fully embedded. Lumber value set "1313" 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. 1112X4 � 2X4(R) V 2X4(R) IL =4X4 10/30/17 38 ae = ♦ Maximum Reactions (Ibs) Loc R / U /Rw / Rh / RL / W U 878 /- /- /- /- /4.0 L 864 /- /- /- /- /7.5 U Min Brg Width Req = 1.3 L Min Brg Width Req = 1.5 Bearings U & L are a rigid surface. Bearing L requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 3 0 F-G 0 -2399 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 833 0 P- 0 2680 0 T-R 2016 0 O-N 0 0 S-R 0 0 O-M 2024 0 R- Q 2768 0 M- L 833 0 Q - P 2764 0 Maximum Web Forces Per Ply (Ibs) Fpr��� Webs Tens.Comp. Webs Tens. Comp. . .....' AqT� ° n u e l Digitally signed bpi _ U 0 59 F - O 0 -382 : • �pENg'•�� /Manuel Martinez U - B �••• +sF / Date. 2018.09.17 B - T (VAa1lineZ 0 -1163 836 0 G - O O - H 0 510 -84 0 No Oa7182 *; — ,,.09;pp_pq�00' T-C 0 -808 H-M 0 813 = _ C-R 613 0 M-1 843 0 r STATE OF :�w� R-D 0 -978 I-L 0 -1159 �' a pp1QQ'G�=:a` D-Q E-P 650 0 9 -154 J -L K-V 0 0 41 -3 .,5/ONA�E;:�`� P-F 378 -108 ta,F,nuta SERIAL a 40 01 6S OF 18 6E IE 10 69 9A 911F Bp 89 55 F7 TW &a .161 1aa bm ekmwk+h Sped and RerN 17 Maid UMW4 F.F..In. Ik. MUZ) w the date sb/ allm aiq • SiM-18K4wkak. toe. hinted tples • db bt.ee. n 20 twd&.4 owd we RyN d de wwi mmkoi. eMe ma 4 eerYiel w w7 ekatnek epka. -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWNGI "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extfeme care in fabricating, handlin shi�ping, installing and bracing. , Refer to and follow the latest editi4n of BCSI (Building rt Safety nfofmation, by TPI an SBCA) t0F sa ety practices prior to pertormrng these functions. Installers shall rovide temporary BCSI Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, le. Apply rat s to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {iefer to 60A-Z for s�anc�ard plate positrons. of ITW Building Components GroupInc. ,shall not be responsible For any deviation from this drawing,any failure to build the nce with ANSIPI1, or for handlirl shipping, install iti6n and bracing of trusses.A seal on this drawincl or cover pa e. In indicates acceptance of professional en ineerinq responsibility solely for the design shovTn. The suitrbility grawing for any structure is the responsibili '.nf the Building Desigrier per ANSI/TPI 1 Sec.2. Job Number. 136DCS009 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807 Elle "D" OL OW1 Truss Label: FT6 Ply: 1 SEQN: E ! / T33 / SY42 Qty: 4 FROM: Gan DRW Wgt: 144.2lbs .. / ... 10/30/17 T `v 1 s 8-1"4 8'1"4 �3n1� I �3e1� rKf 1 1112X4 =2X4(R) 1112X4 =6X6 1112X6 *„ A B C D E F G 10'1"4 20'3"8 i 2' 1 10'2"4 `7 1'3n1� W=3X4 1112X6=5X6 =3X4 1112X4 =5X6 1112X4 H I J K L M N O P AB =5X8 W=3X4 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 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 20'3"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): 0.362 H 655 360 AB 1102 / - / - / - 7 - 17.5 Lu: NA Cs: NA VERT(TL): 0.566 H 419 240 Q 1116 / - / - / - / - 14.0 Snow Duration: NA HORZ(LL): 0.051 Q - - AB Min Big 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: FBC 2014 RES Max TC CSI: 0.512 Bearing AB requires a seat plate. TPI Std: 2007 Max BC CSI: 0.731 cut t- ­1i Spacing: 24.0 " C&C Dist a: NA ft ... Rep Factors Used: Yes Max Web CSI: 0.566 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): A- B 1 0 1-1 0 0 Wind Duration: NA WAVE VIEW Ver: 16.01.01 B.0614.19 B - C 0 -1927 I - K 0 -4188 Lumber C-D 0 -3413 K-L 0 -4188 Value Set: 13B (Effective 6/1/2013) Repair Problem: Cut 1/2" off right end as shown. D- F E - F 0- 3413 0 0 L- M M - N 0- 3380 0 -3380 Top chord 4x2 SP #1 Use a carbide tip blade to cut 1/2" off right end. Attach 2x6 SP #2 scab F - G 0 -4832 N - O 0 -1932 Bot chord 4x2 SP #1 shown(hatched) applied to each face of truss using .0131"x3" gun nails G - H 0 -4851 O - P 3 0 Webs 4x2 SP #3 spaced @ 4"o.c.. Remaining plates areas must be fully embedded. H -1 0 -4830 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. AB -AA 1077 0 V - U 4542 0 AA- Y 2766 0 U- T 0 0 Deflection ` Digitally signed by M a n u e I Z_ Y 0 0 U- S 3907 0 Max JT VERT DEFL: LL: 0.36" DL: 0.25". See detail Manuel Martinez Y - X 4032 0 S - R 2756 0 DEFLCAMB1014 for camber recommendations. �ppte 2018.09.17 Martinp�� X - W 4033 0 R - Q 1078 0 04'00' W-V 4851 0 Additional Notes ��`• 3��•N3(�j 74b, •• + 2x6 continuous strop back. See detail �.P? ••%G E Ng ;6'1, ' 1$1 % t� Maximum Web Forces Per Ply (Ibs) STRBRIBR1014 for bracing and bridging ¢*: No 047182 C Webs Tens.Comp. Webs Tens. Comp. recommendations. :*_ Webs are square cut except dbl diagonals or as * = AC -AD 0 -3 V -1 756 0 otherwise shown. %9 ' STATE OF :.w� A -AB 0 41 I - U 0 -500 Truss must be installed as shown with top chord Au up. %0%..< O AB- B 0 -1499 U - L 397 0 '.���5• OFj� ••��`�` B-AA AA 1182 0 0 -1167 L-S 0 -716 0 -72 nilAi i� Y 87 S - N 84 SERIAL s D- Y 0 -101 N- R 0 -1147 40016SOFIB6E1E 10899A91 IF 13138955 F7 Y-F 0 -843 R-O 1188 0 1W r*f4 ku Ieei ekm kwf dpd ad --led by F - W 1165 0 O - Q 0 -1503 M*sel MGtiw, FE 6r. ur..Falan» Me 4*0 A , W - G 0 - 638 Q - P 0 -15 WIe wIM16141 rFkeltlrdw ma. H - V 0 -448 P - Q 0 -44 F1MN nFkl-• Oh 4KWHO M M cwrlloe dW4 r ma" M me YNd Mkabe be * W.d.=I , , tgkr "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handlin shi ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component S fety Information, b TPI an� SBCA) fo'r satPet� practices prior to performing these functions. Installers shall rovlde tempos bracing�er BG�SI ,Unless noted oherwise,top chord shall h ve pro�erl attached structural sheathing and bottom chord af�all have a propely attache ri id ceifin Locations shown for permanent lateral restr int �f webs shall have bracin Ins ailed per BCSI sections B3, 67 or B10, as applicable. Apply plates to ach 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. tr pine, a division of ITW Buiidin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the tniss in conformance with A SIlfPI 1, or or handle g shippin , installati6n and bracing of trusses A seal on this drawing or cover pa e listing this drawing indicates acceptance of [�roiessponal engineering responsibility solely for the design shown. The sLitability and use of this r7rawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sec.2. For more information see this idh's general notes oaoa and these wah sites AI_PINF• www_aloi—itw_mm- TPL• www.tninst.ora- S9CA- wvnvsheindustm — ICC• www_i—afe.nrn 00 L0 i 20'8" 19 M M w w Ip v) w w BJl BJ EJ7 BJ A7 N A6 iV A5 N A4 N A3 N A2 iv M CV 2 cV A3 (V A4 A5 N A6 N r A7A N BJ E 7A I VU EJ7E UB T XD R EC D/ ES BMI Vl Subm' n m n and general �omphanc�with the Contract Documents only.-10'2" Notations�De Not Authorize--Ct g&i um. =, Approval, comments and/or corrections does not relieve the Contractor from compliance with the Contract Documents. The Contractor is responsible for confirming and correlating all quantities, dimensions, tolerances, clearances, fabrication processes, techniques and sequences of construction, compatibility of materials and materials coordination of their work with other trades and subcontractors rforman a of work in a safe and satisfactory manner a17 n or II comp n with nts IPESIGNGROUP R IEWED B ANGER SCHWULE TRUSS BEARING HDG1T SCHEDULE • UNLESS NOTED OTHETTMSE ALL HANGTS ARE USP'HUS25. 8•_8" ELEV. L®� O HUS26 6'-6" Int Erg OMHS-42z ® 1B'-1 7/8' ELEV. RODi TRU55 Dt9w W1EBA TC.LL 20 P.-E RlPw 11I155 DE9Q1 WBBA TCLL 40 psf. LCDL 7 µ t T.CD.L 10 PsE &GDL 10 Psf. B.CD.L 5 OIL TOTAL 37 Rsf. TOTAL. 55 P.&C DURATION FACTOR 1.25 DURATION FACTOR 1.00 VIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WHO SPEED 160 MIPIL 2' FOR PLUMEING IF NESSARY BUEARG ETPOSURE C FLOOR TRUSS SPACING BUIDMG TYPE a.>mm 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 1 6 \1 —"1' 0 BRG UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24' O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE. THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSNG PIECES. NO BAIXCHARCES WILL BE HONORED. WARNING NaNWNnwAL nowt DacIIaN MoAw IRIANAfElli ITr4alq Ts rmr rE Ni�Of 99UIY 61NE nNsi ICsaNER. RARE YANIIFACIMSR, W 1IAI55 iAeY.Vlai PtR:RNs ET¢clmD naNsg3 u¢ nNNnatD ro sDN I'R6E�Nk ADW¢ RLwonc RHISIION BLTCTNa wrw o ALWAA IEWRD m Rg.WNi taERnc Aro nuDlonc wlaNc EI>EDnaA AI0 F'!]BNAttNT BuvNc wow IIAY FE IDAIrdD R 94LVY ARVGna15 sE T3I1ImNC WDm TM45ES O]IRDNTMY ATO N¢oAMaDAnvNs Gcs-rI) ran nwT�mN IfGwAIaL 1PIIS45 91ALL BE NSTMIID N A SdNwi INa NrM Pf6nGl wIEIE INa 9ffA➢WN: 9 /PPIhD DIILRY ro roP ATD/W eDTIaN womc, ll!"f SHML fE BI/LYD AS Sffim aN 1K Dram® ®0. 1w15S0 91.NL R NMgID mop .�. c cNx armc RR<IIw ro F4EV0NT D/MAC oa Pf19AN11 rumor. NOTE IT IS THE RESPONSETUTY OF THE BUDDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING SPECIAL CONSIDERATIONS FGt MECNANIGIL EOIIPYFNT AND/OR PLUNGING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY 15 A TINSS MANUFACTURER WHOSE NEESPONSBUTIES ARE UNITED TO THOSE DESCRIBED IN 'MCA 1-1995'OESGI RESPONS®CITIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSSIL 4 AND/OR UABUTY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION TO FRO® WITH FABICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS, INCLUDING WALL FEIGIIS, ROOF PITCH, HEEL HEIGHT.OVERHANGS, CEILINR ERG. 3J5 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4)R HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE 10 HE BOUND BY 'HIM, Q3r` SORED TITLE 3J1 DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SIB DARE 15 BA50 ON OUR GIRFDNT DELIVERY SCIDIAE ) E V I s 0 . N RANET i#b �fN 1 ndependece Blvd. '" AND FL 34736 RANEY 352-429-9429 ® CO POEN S 52-429-7429 T—Plant0ran evcomPanents. cam �•e