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HomeMy WebLinkAboutTRUSSRANEY COMPONENTS 19900 Independence Blvd. Groveland, FI 34736 0 I71pone.W , uc Phone: (352)429-9429 Fax: (352)429-7429 Job Information. — -- Addiessr CustomerName: Creekside Lot 130 DR Horton 8420 Cobblestone Dr Description: City, State, Zip: 4EJB 2807-Elle "D" OL OW16 Ft. Pierce, FL V, Cover Sheet Order # JOB # 136DCS130 Printed: Fri, Aug 25 2017 FOR Name and License Number: --Loading Information: Root Loads: Floor Loads: TC Live: TC Dead. I BC Live: _ _ BC Dead. TC Live: TC Dead: i BC Live: _— BC Dead: — 20 7 I 0 10 40 10 0 5 Bldg. Code: Wind Std., Wind Type: Wind Speed: Bldg. Useage: Building Type: j FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 48 Total 48 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A2 3 A3 4 A4 5 A5 6 A6 7 A7 8 A7A 9 B1 10 B2 11 83 12 B3A 13 4L2 14 40 15 4L3 16 vi 17 V2 18 C1 19 C2 20 CIA 21 4MV1 22 4MV2 23 EJ7 24 ERA 25 BJ5 26 BJ3 27 BJ1 28 4EJ3 29 4BJ1 30 4CJ3 31 CJ7 32 FT1 33 FT2 34 FT3 35 FT4 36 FTS 37 FT6 38 FT7 39 FT8 40 FT9 41 FTIO 42 FT11 43 Fr12 44 FG1 45 FG2 46 FTG1 47 FTG2 48 FTG3 No 0 �:. STATE OF :J o+e�oao File COPY Page 1 of 1 RANEY COMPONENTS amy 19900 Independence Blvd. Groveland, FI 34736 omponents, Ltc one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS130 Printed: Fri, Aug 4 2017 UVU IMUffI1QI/Vll. Address: EOR Name and License Number., Customer Name: Creekside Lot 130 DR Horton 8420 Cobblestone Dr DescrlpNon: City, State, Zip: 4EJB 2807-Elle "D" OL OW16 Port St Lucie, FL Loadin9 Information• Roof Loads: TC Live: TC Dead: BC Live: BC Dead: FioorLoads: TC Live: TC Dead., BC Live: BC Dead: 20 7 0 10 40 10 0 5 Bldg, Code: Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru # DESCRIPTION SEQNO # 48 Total 48 DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A2 3 A3 4 A4 5 A5 6 A6 7 A7 8 A7A 9 61 10 82 11 83 12 B3A 13 41-2 14 4L1 15 41-3 16 v1 17 V2 18 C1 19 C2 20 CIA 21 4MV1 22 4MV2 23 EV 24 WA 25 BJ5 26 8,13 27 BJi 28 4EJ3 29 413J1 30 4CJ3 31 CJ7 32 FT1 33 FT2 34 F1`3 35 FT4 36 FT5 37 FT6 38 FT7 39 FTB 40 F1`9 41 FT10 42 FT11 43 F1`12 44 FG1 45 FG2 46 FTG1 47 FTG2 48 FTG3 '\V,' s w ap I -i,i-`uysigned by Manuel Martinez DN: r—US, o=ldenTrust ACE56usiness Representative, ou=M AND E ASSOCIATES • P.A., cn=Manuel Martinez, 0,92342.19200300.100.1.1=A010980000001 7 E96000021IF ,,,,,..«464CI,$ AW rt i n ez "" e°e Date: 2017.08.04163723 OVOW Adobe Acrobat DC version: 2015.006.30306 a'STATE OF 00. 4001SA38.FF558180857f4800 99 2885F8 Yf;1s1tamlaas. cisCSz ;9ys grad xnalmdby&%xeas8isarttn a"' I ..t(c.'s:42f82€a€rrlta d�s¢stttfa�nabavn us�B�6t#Ai as�teeltipai>:n z'd a, meted cwitsc3a3ik- ioc-�A= not cornl&cod i4nod xnd=6d =6the 3MA-1 bn•sdldma ydmtraniz, cr ol. File -COPY, Page 1. of 1 Job Number: 136DCS130 Ply: 1 SEQN: 744932 / T13 / HIPS 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-I Elle "D" OL OW1 Qty: 2 FROM: GM DRW: Truss Label: Al Wgt 254.8 Ibs / ... 08/04/17 7'10" 14'4"8 19' 20'8" 25'3"8 31'10" 39'8" T10" 6'6"8 4'7"8 1'8" 4'7"8 6'6"8 T10" s55X8=5X6 E F 03X4 D C' >—. 12 6 p "r 6 ° o o� o5X6C (a) (a)=4X6(A2) B �4X6(A2) AJ P O N M L K 1112X4 =5X6=3X4=3X8 =5X6 1112X4 1' 7'813 1 6'3"3 5' 1'6" 5'1"12 6'3"3 7'8"13 1' h 7'8"13 + 14' + 19' +20'6�4 25'8" 31'11"3 + 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.172 O 999 240 B 1640 / 779 / 933 / - / 431 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.376 O 999 180 1 1641 1779 1933 / - /- 15.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.073 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean Height: 23.00 ft HORZ(fL): 0.161 K - - B Min Brg Width Req = 1.9 9 Code / Misc Criteria CreepFactor. 1.5 1 Min Brg Width Req = 1.9 NCBCLL: 1 .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: 0.629 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to TPI Std: 2007 Max BC CSI: 0.555 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.621 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 1311 -1925 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1671 -2941 G - H 1462 -2402 Lumber C - D 1463 -2402 H -1 1672 -2942 Value Set: 13B (Effective 6/1/2013) D - E 1E-F 1231 -1671 -1I - J 27 0 31 71 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum got Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2550 -1312 M - L 2056 - 971 P-0 2548-1312 L-K 2549 -1330 Bracing > V O - N 2057 -939 K -1 2552 -1330 (a) Continuous lateral restraint equally spaced on �� N - M 1665 -673 member. Or 1x4 "T" reinforcement. 80% length of ssa web member. Same species & SRB grade or better,sy Maximum Web Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5",min.)nails o @ „� 6" oc. I Webs Tens.Comp. Webs Tens. Comp. . ' P - C 289 -20 M - F 661 -466 Tray Scab(s) "a w C-O 435 -562 M-G 518 -708 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach Z O - D 477 -237 G - L 472 -232 scab to face of chord with: Nails @ 8" oc, plus * D - N 525 -717 L - H 437 -564 additional nail clusters at: BRG.: (0), heel: (0), 1st E - N 65B -425 H - K 289 -22 panel point: (0).a E - M 267 - 247 �.w Loading !-4 RVTruss passed 20 psf additional bottom chord load in areas with 42" high x 24" w de clearance. y Wind 40 015A38:FF 5B 8180 BB 3F48 00 99 2E 95 FB Member design based on both MWFRS and C&C. Elatcienm3aaxecle �d,indtryrnusaraar: G�: rFt. tic.Gr7.iB2'(csi tAeda9c sA,aw¢af3a�.w�5i� a sHf"+i a�cae�tataussaxtie. r'x�tcdx��x�#ddad ara a�o¢k�red �nc�and mxaf�d ss�d tFc.S�&,3cnticarratzerlerss.t�awx§f�:drdysaydcctre�rsH- -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a re uire extreme care in fabricating handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nen� Safety Information, byy TPI an7'SBCA) for sa>Pety practices prior to pertorming these functions. Installers shall provide temporary �er BCSI. Unless noted o7herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperiy rippid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610, iceble. Apply plate. to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to Is 160A-Z for standard plate positions. I a division of ITW Buildingq Components Group Ihc. shall not be responsible for any deviation from this drawing any failure to build the conformance with AN 1, or for handling Ilshipping, installation and bracing of trusses.A seal on this d9awrng or cover page. this drawing indicates acceptance of profass... engineering responsibilrty solely for the design shown. The su%brhty fe of this yawing for any structure is a responsibility of the Building Designer per ANSIPfPI 1 Sec.2. Job Number: 136DCS130 4EJB 2807-Eile "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Truss Label: A2 T10" T10" 12 6'4"13 Ply: 1 SEQN: 744936 / T12 / HIPS Qty: 2 FROM: GM DRW. Wgt 238.0 Ibs .. / ... 22'8" 25'5"4 31'10" 39'8" 2'9"4 + 5'8" + 2'9"4 + 6'4"13 T10" gg5X6 ZE5X6 E F 1112X4 =5X14 =3X4 =5X14 1112X4 1 08/04117 ' 7'8"13 6'3"3 5'10" 5'10" T8"13 14' TRW 25'8" 31'11"3 39.8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.174 G 999 240 B 1674 1781 1940 / - / 390 16.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.374 G 999 180 1 1674 / 781 / 940 / - /- 15.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.075 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ TL 0.161 K - - ( )= B Min B Width Re 2.0 � q = NCBCLL: 10.00 Mean Height: 22.50 ft Code / Misc Criteria Creep Factor. 1.5 1 Min Big Width Req = 2.0 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.633 Bearings B & I are a rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.558 Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.853 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 1644 -2417 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1712 -3013 G - H 1500 -2468 Lumber C - D 1500 -2467 H - I 1712 -3014 D- E 1644 -2415 I- J 27 0 Value Set: 13B (Effective 6/1/2013) E - F 1334 -1937 Tap 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 - O 2616 -13% M - L 1896 -853 O - N 2613 -1356 L - K 2614 -1388 Loading N - M 1896 -827 K -1 2617 -1388 Truss passed check for load in 20 psf additional bottom 24"-wide. 4 chord live areas with 42"-high x Maximum Web Forces Per Ply (Ibs) clearance. Webs Tens.Comp. Webs Tens. Comp. Wind � �'.' O-C 291 -20 M-F 284 -198 Member design based on both MWFRS and C&C. C - N 440 -570 F - L 747 -555 e D-N 303 -243 L-G 303 -243 N - E 745 - 555 L - H 441 - 569 STATE 'OF E - M 285 -198 H - K 291 -22 *". 40 01 SA38 IFF 58 81 BO $B 7F 48 00 99 2E &5 FB V? U ltemYrsa ek s nod zA9 itad by iA —J WA ffliw, ) I Pr (di.. Uc.uatszf cn the daW slwwsar am iAkg a swmi Pr';titC c.9areAtut dlx6xaz.'fmi-ara vot mfwiwedB arad=6d =6khu.ba ucWW ca amgrdmtrmrk c=lns._ **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) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attache. rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinComponents 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 protiessiona engineering responsibility solely for the design shown. The suitabllrty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. ,For more information see fhis'ob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.tpinst.org• SBCA : www.sbdndu .corn' [CC: www.iccsafe.orq f. Job Number: 136DCS130 Ply: 1 SEQN: 744940 / T1I / HIPS 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807- Ile "D" OL DWI Qty: 2 FROM: GM DRW. Truss Label: A3 Wgt: 224.0 Ibs / ... 08/04/17 T10" 15' 19'10" 24'8" 31'10" 39'8" 7'10" 7'2" 4'10" 4'10" 7'2" 7-10" 25X8 1112X4 =5X8 D E F 12 6 e 5X6 fl 5X6 C G (a) (a) ao =4X6(AZ) B H-4X6(AZ) A I P O N M L K J 112X4 =3X6m3X4 =3X8 =3X4=3X6 1112X4 TB"12 6'3"4 1' 4'10" 4'10" 1' 6'3"4 7'8"12 1� 7'8"12 14' 15 19'10" 24'8" 25' " 31'11"4 398" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.172 E 999 240 B 1640 1783 / 941 / - / 349 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.377 E 999 180 H 1641 1783 1941 ! - / - / 5.5 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 HORZ("fL): 0.163 J - - B Min Brg Width Req = 1.9 Mean Height: 22.00 It Code / Misc Criteria Creep Factor: 1.5 H Min Brg Width Req = 1.9 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: 0.606 g 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to i 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 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 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 1469 -2344 G - H 1742 -2950 D- E 1479 - 2125 H- 1 27 0 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values B - P 2560 -1394 M - L 2012 -996 approved 1/30/2013 by ALSC P - O 2557 -1394 L - K 2557 -1426 O - N 2557 -1394 K - J 2557 -1426 Bracing *N - M 2011 -964 J - H 2560 -1426 AP (a) Continuous lateral restraint equally spaced on eke member. Or 1x4 T" reinforcement. 80% length of -e r Maximum Web Forces Per Ply (Ibs) web member. Same species & SRB grade or better, , s .: , Webs Tens.Comp. Webs Tens. Comp. attached with 8d Box or Gun (0.113"x2.5",min.)nails - # , 6" oc. 62 P - C 307 18 M - F 264 -184 e C - N 490 - 622 F - L 486 - 244 Tray Scab(s) �« � D - N 485 -244 L - G 490 -622 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach i D - M 265 -185 G - J 307 -20 scab to face of chord with: Nails @ 8" oc, plus - E - M 194 - 222 additional nail clusters at: BRG.: (0), heel: (0), 1stS'TATE 'OF panel point: (0). 10 Loadingvo sd- Truss passed check for 20 psf additional bottom��� chord live load in areas with 42"-high x 24"-wide ON SERIALA Wind 40015R38FF5881BOBB7F4800992ES FB Member design based on both MWFRS and C&C. ,zzizaafn4by r ra�rf 4�E (FL. t&-E=47f8Z! � GAm ahnwnataa-aac u^�g aSF3A 3 ate ant�a•.r;aa� zeda. tad cc��tr�!'sf� dxuz�cr�t+sx natccreiis*snd � �s4 �siad aead tha:.i�a 3av�aatiasu.:�arale nrc[ Cm arxrif5�.s� asydactrarb_ tsylos. "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 omponent Safety Information, by TPI an7'SBCA) for Safety practices prior to performing these functions. Installers shall provide temporary gracing per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanentllateral 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 Join Details, unless noted otherwise. (2efer to irawings 160A-Z for standard plate positions. 4lpine, a division of ITW Buildingg�Components Group �nc. shall not be responsible for any deviation from this drawing any failure to build the buss 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 engmeen responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Job Number: 136DCS130 ;Ply_ .1 SEQN: 744944 / T101 HIPS 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 (*: '2 FROM: GM DRW. Truss Label: A4 Wgt 215.6 Ibs .. / ... 08/04/17 7'10"9 13' 19"10" 26'8" 31'9"7 3918" 7'10"9 5'1"7 6'10" 6'10° 5'1"7 T10"9 05X8 1112X4 =5X8 D E F 1112X4 =3X4=3X6 =3X8 =3X6=3X4 1112X4 �1' 7'8"13 5'3°3 1' 5'10" 5'10" 1' 5'3"3 T8"13 1 7'8"13 13' 14 19'10" 25'8" 26' " 31'11"3 39'8" Loading Criteria (psf) Wind Criteria 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: 21.50 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 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 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) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L!# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.191 E 999 240 B 1660 / 785 / 937 ! - / 307 / 5.5 Lu: NA Cs: NA VERT(TL): 0.414 E 999 180 H 1661 / 785 1937 / - /- 15.5 Snow Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS HORZ(TL): 0.164 J - - B Min Brg Width Req = 2.0 Code / Misc Criteria Creep Factor: 1.5 H Min Brg Width Req = 2.0 Bldg Code: FBC 2014 RES Max TC CSI: 0.651 Bearings B & H are a rigid surface_ TPI Std: 2007 Max BC CSI: 0.554 Rep Factors Used: Yes Max Web CSI: 0.479 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 27 0 E - F 1670 -2509 WAVE VIEW Ver: 15.01.01.0402.19 1 B - C 1759 -2972 F - G 1596 -2526 C - D 1596 - 2525 G - H 1758 - 2973 D- E 1670 - 2509 H- I 27 0 STATE 40 ol5A.38 FF 5881EO 6l37F48 0099 2E 85 FB ?his ltarsRas 8taan mlapzaa&a j nad'as0=lad by Ma &ll.0artbcaw, r: (r-t. itt 1971821 on"d.W slwwn ataam aging a sxaa autendmum de. ar3atada Lxsadtia�tirr-rsaa ,t arm not cemi sd ipe4grail mabd aAL�tl`C. �t3 a5i1}ImTS`�Ji'faY6CA*aaF;1f9F $a S�LlIf39d�t3a�CiaatRlf3Y runs.. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - P 2577 -1406 M - L 2195 -1114 P - O 2575 -1405 L - K 2195 -1114 O - N 2195 -1082 K - J 2575 -1437 N - M 2195 -1082 J - H 2578 -1437 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 258 - 20 M - F 434 - 290 C - O 406 -477 F - K 492 -252 D - O 491 -252 K - G 405 -478 D - M 435 -290 G - J 258 -22 E - M 356 - 408 —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) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or t o e. AppTy 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 any ris drawing,any failure to build the on this drawing or cover page ie design shown. The suitability t Truss LabelEllleeS D" OL OW16 /DR Horton 14EJ8 2807IElle "D" OL OW1 I y: 212.8 Ibs I FROM: GM948 / TB /HIPS I DRW; 08/04/17 I 7'10"8 11-11 17'1" 21 22'B"�2_ 28'8" 31'9"8 39'8" f 7'10°8 3'1"8 6'1" + 3'11" �1'6"1 5'11"4 + 3'1"8 + 7'10"8 —,5X8 =3X4 =3X6 1112X4 =6X6 D E F G H 12 T 6 �3X4C 13X4 T o M 1 =4X6()B J=4K6(A2) 1 S R Q P O N M L I112X4 =3X4 =3X6 m3X4 =3X8 =3X6 m3X4 I112X4 1' 7'8"12 33 A1 3' 1 2'9"8 5'11"4 2'11"4 3' Y' T8"12 1' 7'8"12 Ili 14' 16'98 22'8"12 25'8" 28'8" 31'11"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind 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 Pt NA Ce: NA VERT(LL): 0.187 G 999 240 B 1561 / 787 / 927 / - / 266 15.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.431 G 999 180 J 1561 1787 / 927 / - /- 15.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean HORZ(TL): 0.158 L - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Height: 21.00 ft g Code / Misc Criteria Creep Factor: 1.5 J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 Bearings B & J are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.512 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 9.0) ft FT/RT20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 1857 -2613 Wind Duration: 1.60 WAVE IVIEW Ver: 16.01.01.0402.19 B - C 1779 -2757 G - H 1857 -2613 Lumber C - D 1708 -2432 H - 1 170B -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 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 "l3B" uses design values approved 1/30/2013 by ALSC B - S 2384 -1422 O - N 2125 -1226 M 1 Wind design based both MWFRS C&C. MA k ' R-Q 2125 -1195 M-L Q P 2125 L J 2382 -1453 2384 Member on and b - -1195 - -1453 05 4 P-O 2617-1518 �a No 102 047. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 231 - 24 O - G 298 - 330 '. C - R 361 -407 O - H 668 -456 T D - R 395 - 284 H - M D-P 657 M-1 398 - 2W 361 , -447 P E 303 334 I L -408 229 26 a - e - - - - Wr' E-O 112 -109 40 015A38 FF58 8180 88 7F48 00 99 2E 85 FS Thu ilamhllba s *ned=d=21adby MAwr lFdartbum £� (Fi.. lCa.4A71srtj «, Min dsvtc�wa aG srraga sN6.1 atads amksaxai:ac sradc. Wtntad rs ii oftf&dacx�aasm mot nvZ3dnr0d*ndd=dss010tl �a6 cHc �a.�-avehantxaaswssz�oraustisuadf3ed rn mydaatma� cs�ins. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT"* FURNISH THIS DRAWNG 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 ancT'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attachetl rigid ceiling Locations shown for -permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and' position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for Is plate positions. Alpine, a division of 1TW Buildin�iL�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 orcover page_ listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is go of the Building Designer per ANSI/TP1 1 Sec.2. Job Number: 136DCS130 - ply:. I SEQN: [ Truss 4EJB Label: 2807-Elle D" OL OW16 /DR Horton 14EJB 2807-Elle "D" OL OW1 Wqt 204.4 Ibs FROM: GM 952 ! T7 !HIPS DRW / ... 08/04/17 4'8" 9' h 16'5" r 19' 23'4"12 F 30'8" 35' 39'8" 4'8" 4'4" 7'5" 2'7" 4'4"12 7'3"4 4'4" 4'8" =6X8 =-3X4 =-3X6 1112X4 =5X8 D E F G H 11 m 0 v =4X6(A2 A 11 4K6(A2) a VYi Q P O N M L m3X4 =3X6 =3X4 m3X10 =3X6 =3X4 5' 2'1 "8 7'3"4 2'3"4 5' 9' 1 9' 14' 16'1" 23'4"12 25'8" 30'8" 39'8" PA I FAA I F>44 km. -, . 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 Defiection in loc Udefl U# LOG R / U / Rw / Rh / RL / W B 1561 1810 / 911 / - / 225 / 5.5 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.244 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.562 G 840 180 J 1561 1810 / 911 / - /- / 5.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.075 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.173 L - - B Min Brg Width Req = 1.8 Code / Misc Criteria NCBCMean : 1 00 Height: 20.50 ft CreepFactor. 1.5 J Min Brg Width Req = 1.8 soffit Soffit 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.628 Bearings B & J are a rigid surface. 9 9 . BCDL: 5.0 psf 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 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. A - B 27 0 F - G 2179 -3171 GCpi: 0.18 Plate Type(s): VIEW Ver: 15.01.01.0402.19 Wind Duration: 1.60 WAVE B - C 1877 -2828 G - H 2179 -3172 C - D 1749 -2610 H -1 1748 -2610 Lumber D - E 2166 -3152 I - J 1877 -2829 Value Set: 13B (Effective 6/1/2013) E-F 2179-3171 J -K 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "138" uses design values approved 1/30/2013 by ALSC B - Q 2474 -1548 N - M 2297 -1356 "41ityi't Q - P 2298 -1325 M - L 2297 -1356 Bracing P - O 2298 -1325 L - J 2475 -1580 (a) Continuous lateral restraint equally spaced on member. Or 1x4 'T" reinforcement. 80% length ofsd - O - N 3177 -1895 le web member. Same species & SRB grade or better,m 8d Box Gun Maximum Web Forces Per Ply (Ibs) attached with or (0.113"x2.5",min.)nails @ 6" oc r , Webs Tens.Comp. Webs Tens. Comp. C - Q 253 -199 G - N 350 -400 Tray Scab(s) ter► w D - Q 364 -118 N - H 1031 - 684 (1) 2x4x0-3-11 x SP 93 scab at right end. Attach to face Nails 8" =D - O 1013 -669 H - L 367 -119 scab of chord with: @ oc, plus O - E 353 -405 405 L - I 254 -201 additional nail clusters at: BRG.: (0), heel: (0), 1st (0). , �" ' E - N 93 -89 panel point: - Wind 0 . , %��� Member design based on both MWFRS and C&C.acP 4001SA38FF5B81BOBB7F4E00992E85FB Yhit Itamha$•bsara aiatt:�rned:a�x9 s�,nicd by FAati�9 Mad�a�:, , E (n.. Lk."7is21 an the date shawaabta Wfig a SNF,1 ac$iasr�t�r. pia. rY�tnd craFi�sdxt� dmrswc�-atara nrettrsx7�raA s�naa? aAs1 sanlafl mrs tt�S�"R�i aazffiienNcn�a�n ncarracxsdf� ees say dactmrma rmytns_ **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, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attaches 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. (Zefer 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 handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. For more information see this lob's general notes oaoe and these web sites- ALPINE, www_alnineitwmm, TPI- wane tninstnm- SACA- www shr indushv m ICC• www im_cafe om r Job Number: 136DCS130 Ply: 2 SEQN: 7449611 T22 / HIPS 4EJB 2B07-Elie "D" OL OW16 /DR Horton /4EJB 280 -Elie "D" OL OW1 Qty: 1 FROM: GM DRW: Truss Label: A7 W9t: 193.2 Ibs ... / ... 08/04/17 T 1T7"10 1910" 21' 26'06 32'8" 39'8" 7' '} 6'7"10 �' 62"6 �'1'2} 50"6—'�' 6'7"10 T m3X4 It2X4=3X6 m3X4 =5X8 12 D E F G H T 6� - j T o 4X6(AA2) B �4 J6(A2) 1 33 Q P OM N M LM K 102X4 =4X6 m3X8 =H0308 1112X4 1' 7'112 6'2"6 4 No" 5'10" "�4 6'2"6 T1"12 1' 7'1"12 134"2 '14' 19'10" + Ti; h6 14 32'6°4 + 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pr in PSF) Defi1CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.406 E 999 240 B 3139 11572 1- 1- ! - 155 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.948E 498 180 I 3139 ! 1572 / - / - / - 15.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.096 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: Cght: 20.00 It Code 0.223 K - - B Min Brg Width Req = 1.9 Mean Hei NCBCLL: 0.00 TCDL: ei psf Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.9 Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.891 Bearings B & I are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h TPI Std: 2007 Max BC CSI: 0.767 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: No Max Web CSI: 0.618 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/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: 16.01.01.0402.19 B - C 1547 -3104 G - H 2O54 -4164 Lumber C - D 2054 -4164 H - 1 1547 -3104 Value Set: 13B (Effective 6/1/2013) D - E 2289 -4641 14 13 -11 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) Lumber value set "'I 3B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - Q 2736 -1352 N - M 4217 -2092 M Nailnote P - O 4 17 -2092 L- K 2748 -1354 Nail Schedule:0.128"x3", min. nailse !. O - N 4217 -2092 K -1 2736 -1352 Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c.Maximum Web Forces Per Ply (Ibs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoids splitting. 99 e P 940, C- Q 308 -49 N- G 489 -228 LoadingWA C - P 1621 -801 G - L 461 -648 P - D 461 - 648 L - H 1621 - 801 #1 hip supports 7-0-0 jacks with no webs. : D - N 489 - 228 K - H 308 49 Left side jacks have 7-0-0 setback with 0-0-0 cant�O STATE OF 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. Wind )) Wind loads and reactions based on MWFRS. SERALA 40 015A38 FF 56 EM B } BB 7F4800 99 2E 95 FB 3iaisicamivm�zancla- tmd'snzlad6prAa�uc3raUrfdtsx, P£(n., ttc.=71921 an thea VA4 ar�hentttat�us aadc, av'=dcapt cz3'ahi dnccsu aaam riot c a6 eland waled and tFc S�'sc aE asst9ventaa9%cse�de rnersY:bnaae3ffsst�aaEsci�mrak cr,plal. —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT** FURNISH THIS DRAW�NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin hipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted o-therwise,top chords all have properly attached structural sheathingp and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ lnslailed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and'position as shown above and on the Join Details, unless noted otherwise. (2efer 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 7f P1 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS130 Plyw 2 SEQN: 744965 / T14 / 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 / ... 08/04/17 T 13'7"10 19'10" 21' 26'0°6 32'8" 39'W 7' 6'7"10 62"6 1'2' 5'0"6 6'7"10 7' m3X4 102X4=3X6 12 C_ D E F G H 6 _ T =4X6(A2) B �-=4X6(A2) Q P Oh N M Lm K =3X4 i--5X8 102X4 m4X6 m3X8 =1­10308 1112X4 1' 7'1"12 6'2"6 4 5'10" i 5'N 6'2"6 7'1"12 1' 7'1"12 + 13'4"2 1 ' 19'10" , 25'8° 6' k 32'6°4 F 39W Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L!# LOG 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 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.948 E 498 180 1 3139 / 1572 / - /- ! - 15.5 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 Big Width Req = 1.9 NCBCLL: 0.00 Mean Height: 20.00 ft Code / Misc Criteria Creep Factor: 1.5 . I Min Brg Width Req = 1.9 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.891 Bearings B & I are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.767 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 1- 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) Lumber value set "136" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - Q 2736 -1352 N - M 4217 - 2092 j) Q - P 2749 -1354 M - L 4217 -2092 Nailnote P - O 4217 -2092 L - K 2748 -1354 Nail Schedule:0.128"x3", min. nailsAft , O - N 4217 -2092 K -1 2736 -1352 Top Chord: 1 Row @12.00" o.c.� Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c-'+� Maximum Web Forces Per Ply (Ibs) Use equal spacing between rows and sta er nails047162, p g Webs Tens.Comp. Webs Tens. Comp. in each row to avoids splitting. 99 a C- Q 308 -49 N- G 489 -228 e C - P 1621 - 801 G - L 461 - 648 Loading arc, �t P - D 461 - 648 L - H 1621 - 801 #1 hip supports 7-0-0 jacks with no webs.%00 D - N 489 - 228 K - H 308 -49 Left side jacks have 7-0-0 setback with 0-0-0 cant *„ STATE 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 r have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang.v. Wind # . Wind loads and reactions based on MWFRS. 40 015A 38 FF 5881 BO BS 7F48 00 99 2E 85 FB *,kitem kssbe=ekaromktafyzodd=219 .aladby lklatt�cta, FE frL. Lk. 947.f8Z1 on tt c date AaWn abWM u^.;;ag a 5RA4 a thCnU=U=zsde, zt3atndc�x�csri}�eisrxescv-airie a�rncc�i$xad axd ard.zatad =e kf� S5 4 auth.nryavtmcode eauat be VerHW M aey deara"ie cccolm **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 properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. j2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin�f.L�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 indicates for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Job Number: 136DCS130 I Ply: 1 SEQN: 717824 / T2 / GABL 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807Elle "D" OL OW1 Qty: 1 FROM: AH DRW: Truss Label: 131 1 1 Wgt 130.2 Ibs .. / ... 08/04/17 10'4" 20'8" 10'4" 10'4" Z4" —+ 1'4" (TYP) I;a4X4 H J G K 12 F L 6 E Mio I D N C O B 2X4(A1)B P�2X4(A1) A Q AE AD AC AB AA Z Y Xm3X4W V u T s R 20Y i 20'8" 1, 1 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 foe Udefl U# Loc R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph PE NA Ce: NA VERT(LL): -0.001 J 999 240 P* 81 137 / 39 / - / 11 1248 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 J 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.003 M - - B Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ L 0.003 M - - )t BearingB is rigid surface. a NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 Soffit 2.00 BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.108 Maximum To Chord Forces Per P PI Ibs y (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h 2 TPI Std: 2007 Max BC CSI: 0.031 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.087 A - B 27 0 1-1 292 - 21 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 82 - 91 J - K 241 -18 GCpi: 0.18 Plate Type(s): C - D 78 -35 K - L 190 -24 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 D - E 94 -24 E - F 142 -22 L - M M - N 142 -45 94 -66 Lumber F - G 190 -20 N - O 52 - 86 Value Set: 13B (Effective 6/1/2013) G - H 241 -18 O - P 6 -111 Top chord 2x4 SP #1 H -1 292 -21 P - Q 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Botns. Chord Forces Per Ply (Ibs) n values Lumber value set "13B" uses -design Chords Tens.Comp. Chords Tens. Comp. approved 1/3012013 by ALSC B-AE 172 -104 X- W 190 0 Plating NotesAl AE-AD 180 -105 W - V 188 0 All plates are 2X4 except as noted. " e .. uc AD -AC 183 -106 AC -AB 185 -107 V - U U - T 187 0 185 0 Wind NO qr4*rM AB -AA 187 -107 T - s 183 0 a� Member design based on both MWFRS and C&C. r� AA- Z 189 -10B Z-Y 190 S - R R-P 180 0 172 0 Additional Notes "ft. to -108 Y - X 190 0 See DWGS A16016ENC101014 & GBLLETIN1014 for A, gable wind bracing and other requirements. ., Maximum Gable Forces Per Ply (Ibs) ATE OF Gables Tens.Comp. Gables Tens. Comp. C -AE 155 - 87 W - J 188 - 83 �e D -AD 94 -69 V - K 153 -73 aw E -AC 100 -74 U - L 100 -73 F-AB 100 -73 G 153 T-M S N 100 -74 94 -AA -73 - -69 H-Z 188 -83 R-O 155 -87 4001SA38fF5881BO8137 4800992E95FB I-X 0 -154 ThU Item has alsttrag&a ys,{saad mod tsaladby r.4U*4 Wrtinez PE(n.Lie. 94J.EH2l a a thed= thawnab&M trataga Wrr l aft!nticavM zs ie. Fibied ccp=of" d�Aa took dcxna6w ds4md and sealed and khasRA3 xuffi ntimet *usde msat be ve(§rWM my dactfank ctylas. **WARNING" READ AND IFOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS rrusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ..omponenf Safety Information, by TPI ancT'SBCA) tc safety practices prior to performing these functions. Installers shall provide temporary aracing er BCSI. Unless noted olherwise,top chord hall have properly attached structural sheathing and bottom chord shall lateral have bracingg insTalled BCSI have a properly B3, B7 910, attachurippid ceiling Locations shown for permanent restraint of webs shall per sections or as applicable. Apply plater to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to irawings 160A-Z for standard plate positions. 4lpinq, a division of ITW Building Components Groupl Inc. shall not be responsible for any deviation from this drawing,any failure to build the installation bracing trusses.A this drawing russ in conformance with ANSI Pi 1, or for handlia shipping, and of seal on or cover page isting this drawing indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is responsibility of the Building Designer per ANSI1TP11 Sec.2. Job Number: 136DCS130 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Truss Label: B2 6'4"8 6'4"8 Ply:_ 1 City: 2 Wgt: 98.0 Ibs 10'4" 14'3"8 3'11 "8 3'11 "8 D=4X4 SEQN: 717825 / T1 / COMN FROM:AH DRW: ... / ... 08/04/17 1112X4 =3X4 =3X8 1112X4 20W 6'4"8 6712 i 2'5"4 1'8" 4'1"4 6712 1 6'2"12 8'8" 10'4" 14'S"4 2V8" 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 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 "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): -0.051 1 999 240 Lu: NA Cs: NA VERT(TL): 0.085 1 999 180 Snow Duration: NA HORZ(LL): -0.019 H - - HORZ(TL): 0.037 H - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.437 TPI Std: 2007 Max BC CSI: 0.299 Rep Factors Used: Yes Max Web CSI: 0.295 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 41) ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 842 / 384 1515 / - / 237 18.0 F 842 / 384 / 515 / - / - 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 D- E 970 - 908 B - C 1147 -1283 E - F 1148 -1283 C- D 970 - 908 F- G 27 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1086 - 837 1- H 1083 - 853 K - J 1083 - 837 H - F 1086 - 853 J-1 1083 -837 bMaximum Teneb es P bs (Ibs) Tens.Comp. Tens. Comp. �� K-C MI -23 1-E 493 -415 2 C-1 493 -415 E-H 221 -23 r D - 1 581 - 569 S 40 01 538FF5B81BOi637f4900992E85FB State i5lzaidd by tAWual hurt �€(cl, tie-raaartzt act t0eEas¢ mtraen a£xivc er.Eng a sxz.3 x�scr,C,ta�essr�a esrtatci£ cq�iaxa3td�s dacrsrS�m wrctca�xtdexod FAY:: ansi :sai�wt arwd ti�c.:;raa � aa�en�tfeaweaG¢eic�s6:xsrtf�d taw ugrdetraw. cmyiaw: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) r safety 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 propperly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, e. APg plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. t fer to a division of r l Pi 1, or for nan acceptance of any structure is failure to build the g or cover page wit. The suitability SBCA: Job Number: 136DCS130 IPly: 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 lbs / ... 08/04/17 6-4"8 10'4"i 14'38 20'8" 6'4"8 3'11"8 3'11"8 6'4"8 D=4X4 �6 fn 3X4 C E 3X4 _ 3X4(A1) B F==3X4(A1) A J I H G 1112X4 =3X4 ==-3X8 1112X4 1, 6'2"12 25"4 1'6" 462"12 6 8'8" 10'4" 12"12 4'S44 20'8" I 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): 0.037 H 999 240 B 844 / 385 / 515 / - / 223 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.085 H 999 180 F 780 / 348 / 448 /- /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.016 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.037 G - - B Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 42 sf p F Min B Width Re = 1.5 Code / Misc Criteria Creep Factor. 1.5 r9 q - Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.474 Bearings B & F are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h 2 TPI Sid: 20D7 Max BC CSI: 0.303 Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.313 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.0113.0314.13 A - B 27 0 D - E 997 -912 B - C 1151 -1287 E - F 1212 -1295 Lumber C - D 974 - 911 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bat chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "1313" uses design values B - J 1089 -908 H - G 1095 -910 approved 1/30/2013 by ALSC J - 1 1086 -908 G - F 1098 -911 I-H 1086 -908 Wind Member design based on both MWFRS and C&C. ,4r Maximum Web Forces Per Ply (Ibs) ' Webs Tens.Comp. Webs Tens. Comp. + a J - C 221 -23 H - E 505 -426 047 182 C - H 495 -415 E - G 223 -44 t D - H 586 - 602 ATE QF m, v 40 015€438 ff SB SI B0 BB 7f 48 f}0 99! 2E &5 FB Thu iterriit3lb"n by hL'iM"rml KftfthgG FE (rL. tYt.Qt7S82{osr �,e:d�:.shttiwna6aro+�w.�agaSNbi a,'diendraztels catd�t 75bted exsait3�s docrmra�xaxaos tr+at ccmxi�amd s��asY��svaisd arch the r•aezr,4entacr9�azm�e nr:5r kmsrtu#f3siaie amyrs3acirar� . mains.. "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 ComponenC Safety Information, by TPI anc7'SBCA) tor, safety practices prior to performing these functions. Installers shall provide temporary have bottom have bracing per BCSI. Unless noted dtherwise,top chord shall properly attached structural sheathing and chord shall a propperly attached n id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, Joint Details, (2efer to as applicable. Apply Agates 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 BuildinA 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_ , design The listing this drawingg indicates acceptance of pro_fesslonat engineering responsibility solely for the shown. suitability and use of this drawing for any structure is the responsibility of the Building Designer ANSUTP11 Sec.2. per For more information see this' Us general notes pacte and these web sites: ALPINE: www.al ineitmoom: TPI: www. inst.o ; 58CA: www.sbcindu .com• [CC: www.iccsafe.orq Job Number: 136DCS130 I Ply, 1 I SEQN: 681150111 T34I COMN I 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty 1 FROM: JAH DRW: Truss Label: B3A Wgt: 95.2 Ibs ! .. 08I04/17 6'4"8 6'4"8 1of 1 14'3"8 + 20'8" 3'11"8 3'11"8 64"8 De4X4 112X4 =3X4 =3X8 012X4 20'4" p { L 1, 6'Z"12 2'5"4 1'8° 4'1"4 6'2"12 f 6'2"12 8'8" 10'4° 14-5°4 20" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h 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 "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Right cantilever is exposed to wind Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL I W Pf: NA Ce: NA VERT(LL): 0.036 H 999 240 B 837 1382 / 512 1- / 223 / 8.0 Lu: NA Cs: NA VERT(TL): 0.084 H 999 180 F 787 / 350 / 451 / - / - 14.0 Snow Duration: NA HORZ(LL): 0.016 G - - Wind reactions based on MWFRS HORZ(TL): 0.036 G - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 F Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.267 Bearings B & F are a rigid surface. TPI Std: 2007 Max BC CSI: 0.297 Bearing B requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.216 FT/RMaximum 20(0)/10(0) Mfg Specified Camber: Top Chord Forces Per Ply (Ibs) Plate Type(s): Plate Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 D - E 592 -896 B - C 684 -1271 E - F 698 -1249 C - D 579 - 897 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - J 1075 - 528 H - G 1049 - 512 I J -1 1072 - 528 G - F 1052 - 512 I- H 1072 -528 4L64W' v Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. ..Webs Tens. Comp. _ ,- e a �� ' w' +t' J - C 220 -13 H - E 287 -384 CH 302 -413 E-G 207 -12 r � D - H 567 - 359 a STAB' % k, s 40 015A:68 gF 5I3 SI BO BB7F48 00 99 2€ R5 FB This a ad scaled 6y FAaxm lMarki'm, n (R. tec.ii»7rfl21 on the dztCShown Abm Wei; a 53wt . Awtttatfenstole, zP.rbuac vagotth}a doecra nt M not crsesr&red sfgnadand scaled and tisa.5E6� 2asAhaadta93�sco;famezt8aaarrifa� maWelatrank caylaL *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme tare in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Informatics, by TPI and'SBCA) toy 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 propperly �id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, > e._ Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to a division of rf Pl 1; or for h acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number. Ply: 1 30 4EJB Label: 2807-Elle OL1OW16 /DR Horton 14EJB 2807-Elie "D" OL OW1 �'Wgt: y:1 2 Ibs I FROM: JAH 74 / T20 /HIPS I DRWTruss % 08/04/17 I T 4 N O N=2X4(A1) B 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 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left and right cantifevers are exposed to wind Left bottom chord exposed to wind. 5'0"8 5'0"8 10'4" 5'3"8 n D=2X4(A1)lg� N E F 1112X4 10, 10'4" 10'4" 1' Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.027 F 999 240 B 445 1279 / 420 1- / 80 Lu: NA Cs: NA VERT(TL): -0.030 F 999 180 D 445 / 238 / 250 / - / - 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: 0.398 Bearings B & D are a rigid surface. TPI Std: 2007 Max BC CSI: 0.235 14.0 14.0 Rep Factors Used: Yes Max Web CSI: 0.089 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 19 0 C - D 1201 -658 WAVE VIEW Ver: 17.01.01A.0723.13 I B - C 1230 -65B D - E 19 0 40 01 SA38 FF 55 8180 BB 7F 48 00 99 2E85 FB 31s1t 3lattatexx�xen etocY 'sr�aad sled b'1 rAseaa�l tAarthces, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 592 -1025 F - D 692 -1025 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 300 - 273 PE(rt.uc.c4nssl an thad=vhawaabwmw-'hg asH i metedcrpii afttdsdw=tntaamtnot cmx adsfinad=dm6d and ttrz}..at:m ssshantita3feasaa+dc must is roac#f 6ma€ryd"twmL xnVins. "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, handiin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, bV TPI and'SBCA) fo safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olhenv!se,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 SCSI sections 63, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW 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 pa e, . listing this drawing indicates acceptance of ppr ) essionat engineering responsibility solely for the design shown. The suttability and use of this drawing for any structure is C )'esponsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS130 Ply: 1 SEQN: 688972 / T31 / COMN 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: "1 FROM: JAH DRW. Truss Label: 41-1 Wgt: 39.2 Ibs .. / ... 08/04/17 12 A — fi 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: 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 "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 III4A'f 5'2" 57 1, 5'2" 10'4" Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W PE NA Ce: NA VERT(LL): -0.026 F 999 240 B 445 / 279 / 421 / - / 81 / 4A Lu: NA Cs: NA VERT(TL): -0.029 F 999 180 D 445 / 238 / 252 /- /- 14.0 Snow Duration: NA HORZ(LL): -0.008 F - - Wind reactions based on MWFRS HORZ(TL): 0.009 F - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 1.5 D Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.391 Bearings B & D are a rigid surface. TPI Std: 2007 Max BC CSI: 0.235 Rep Factors Used: Yes Max Web CSI: 0.089 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(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 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 592 -1000 F - D 592 -1000 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 300 -273 No 2 u 0 TAT E 0 FJ�. 40015A38 FF588180BB7F48 W992E85 FB VAtItemhe be oledma j.3�nada-AsaladbyMzawlmarti�. ?&. (a. Lk. 047IB21on Oe daw 1hown Wb&N teams a SPA4 at�crtlzaa�szmda, tndc 1a3'rt sdo caacr�arm dot.eceW&Md dgaadandwabd andvrAlbdmmydimtmrk cml.%; "'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 ancl'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted citherwise,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 JoinfDetails, unless noted otherwise. ke & to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�!L�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of 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 iol:N general notes page and these web sites: ALPINE: www.al inedw.com; TPI: www. into ; SBCA: www.sbcindu .com; ICC: www.iccsafe.o Job Number: 136DCS130 IPly: 1 I SEQN: 688982 / T32 / HIPS 4EJB 2807-Elie "D" OL OW16 [DR Horton 14EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: JAH DRW: Truss Label: 41.3 I 1 Wgt:49.0 Ibs .. / ... 08/04/17 12 4 p i•�=2X4(A1) B A Ii" Loading Criteria (pso Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 Des Ld: 37.00 EXP: C Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to 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 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP Al Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading #1 hip supports 3-0-0 jacks with no webs. Left side jacks have 3-0-0 setback with 0-2-0 cant and 1-0-0 overhang. End jacks have 3-0-0 setback With 0-2-0 cant and 1-0-0 overhang. Right side jack: have 3-0-0 setback with 0-2-0 cant and 1-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. "WARNING— READ "IMPORTANT" FURNISH THIS f a division of ITW Building Components conformance with ANSI PI 1, orfor h this drawing indicates acceptance to of this drawing for any structure 3' 7'4" 3' 4'4" C H 1112X4 10'4" 3' =4X4 D �E=m2X4(A1) F G 3X4 "12 31012 3'3"8 1, "12 7'0"8 104" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W B 568 /278 1- l - I - 14.0 Pf: NA Ce: NA VERT(LL): 0.026 G 999 240 Lu: NA Cs: NA VERT(TL): 0.058 G 999 180 E 568 /278 / - /- / - 14.0 Snow Duration: NA HORZ(LL): 0.008 G - - Wind reactions based on MWFRS HORZ(TL): 0.018 G - - Creep Factor. 1.5 B Min Brg Width Req = 1.5 E Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.241 Bearings B & E are a rigid surface. TPI Std: 2007 Max BC CSI: 0.260 Rep Factors Used: No Max Web CSI: -0.059 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. A - B 19 -14 D - E 510 -1120 Plate Type(s): VIEW Ver: 17.01.01A.0723.13 WAVE B-C 509-1127 E-F 19 -14 C - D 468 -1088 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1052 -470 G - E 1046 -471 H - G 1073 -469 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 151 0 G-D 156 0 C-G 15 0 � 40015A38 FF508180887F4800992E85Fri rr&Itam?mtetmsoktsa tsa pzF nea mid swaladby tAWAA rAartfaas. 8E (A. tit.tldrf$2(an Via: caie¢shacvn atxivs toy a S1sA-i "CrAQ&-nook. vtblea cx xraf6k da=M=arm vatcrvsx3&md dcnddAng seaiad ank ttse.Ss3Asi ax.entua'Elarsaade Host lra aesdfeat aeyclactmrsk r�lat. FOLLOW ALL NOTES ON THIS DRAWING! ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS shping, installing and bracing. Refer to and follow the latest edition of BCSI (Building saiR ty practices prior to performing these functions. Installers shall provide temporary Mall have properly ated structural sheathing and bottom chord shall have a properly t lateral restraint of webstachshall have bracing installed per BCSI sections B3, B7 or B10, position as shown above and on the Join Details, unless noted otherwise. (refer to Inc. shall not be responsible for, any deviation from this drawing,any failure to build the shipping, installation and bracing of trusses.A seal on this drawing or cover page_ esstona engineering responstb!ilty solely for the design shown. The suitabrltty Job Number.136DCS130 Ply:"1 SEQN: 744926 1 T23 I VAL 4EJB 2807-EIIe "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qly:' 1 FROM: GM DRW: Truss Label: V1 Wgt: 29.4 Ibs / ... 08/04/17 4'2" 8'4" 47' 4,2" 12 B=-4X4 T 6� N=3X4(D1) =3X4(D1) A C 1 E D 1112X4 4'2" 47 _I f I 4,2„ 8 4„ Loading Criteria (psg Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Lldefi L/# Loc R / U / Rw / Rh / RL / W E* 73 / 37 / 34 / - / 8 1100.0 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: II Snow Duration: NA HORZ(LL): 0.007 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP: C Mean Height: 19.77 ft HORZ(TL): 0.008 D - - Bearing E is a rigid surface. NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Cree Factor. 1.5 p Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.166 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.140 Chords Tens.Comp. Chords Tens. Camp. A - B 221 - 212 B - C 221 -212 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.122 Loc. from endwall: not in 4.50 It FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 15.01.01.0402.19 Wind Duration: 1.60 WAVE 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 91 Webs Tens.Comp. Webs 2x4 SP #3 Lumber value set "138" uses design values B - D 411 - 336 approved 1/30/2013 by ALSC Wind����1)��� Member design based on both MWFRS and C&C. Additional Notes " See DWG VAL160101014 for valley details.No s WA suTs OF SERIAL 40 01 SA38 FF 5B 81 Bit BB 7F48 00 99 2£ S5 FB TUH Item?ra3. sda efetXxanOra gs3 red'we ealcdby mamu�i martkW, P"£(rL. W."IMI on th*dz1,SheWG3bQstst_Mi;25NA+3 aa,aYdlanI�tate?YIQ c'�itad ar�aaxmitf� drrr»*-..,�rarm natcraasidmmd :f�nt3 mad :sslcrf and ataaydectrank CMloa. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component r Safety Information, by TPI and'SBCA) 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 attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 16OA-Z for standard plate positions_ Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSI 1, for handling installation bracing trusses.A this drawing conformance with or shipping, and of seal on or cover page. , listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability gnawing and use of this for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more infonnatlon see this job's general notes page and these web sites: ALPINE www.al ineitw.com• TPI: www.tpinst.org• SBCA: www.sbdndu .coin- ICC: www.iccsafe.orq Job Number: 136DCS130 1Ply: 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 Wgt 16.8 lbs / ... 08/04/17 1'11"8 3'11" 1'11 "8 1111,18 12 6 B=3X4 3X4(D1)=3X4(DC1) A 1 W4 3-11" 3-11" J r 3'11" Loading Criteria (psf) Wind Criteria Snow Criteria.(Pg,Pf in PSF) Deft/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 Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.006 999 240 D* 70 / 29 131 / - 16 / 47.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.007 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 - - D Min Brg Width Req = - Des Ld: 37.00 EXP: C Mean Height: 20.32 ft HORZ L 0 003 - - BearingD is rigid surface. �) a 9 NCBCLL: 10.00 TCDL: 4.2 psf Code ! Misc Criteria Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.062 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to /2 TPI Sid: 2007 Max BC CSI: 0.069 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 A - B 202 -162 B - C 202 -162 Loc. from endwall: not in 9. 0 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 Chords Tens.Comp. A-C 158 -160 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" 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. �ds7 •YW �' WA �# eta, . - Vie; % a, e STAXE OF , w�4 0 FtIO 40 01 SA38 FF 5B 8f.80 8B if 48 CO 99 2E 85 FS A9sis ltar:tirxs bresr slszse x&gncd.aasd salad by rAasaas9 Klartttt�:, t E K. ttc.UT,1921 W V12 daft Shawn abaft Wbg 2514JA-1 �9san�as;asda. "tad c"aa 6k d�A= matcr=16d ad skmd and Malad arx@ ttee.S.:Adt, m"t bm Wdbdmaw$dedmr4z sazclas. —WARNING— READ ANDIFOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricatingp handlin ) shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Componen� Safety Information, bV TPI and'SBCA) for satPety to performing these functions. installers shall provide temporarryy practices prior bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro Pay for lateral have bracing installed BCSI B3, B7 or B10, attached rigid ceiling Locations shown permanent restraint of webs shall per sections as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer to drawings 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 I.in conformance with ANSI PI 1, or far handling shlppin�q, 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 thelresponsibtlity of the Building Designer per ANSIITPI 1 Sec.2. Far more information see this'ob's aeneral notes page and these web sites: ALPINE: www.el ineitw.com; TPI: www. inst.e ; SSCA: www.sbdmlu .coin; [CC: www.icesafe.org Job Number: 136DCS130 Ply, 1_ I SEQN: 622764 / T47 I SPEC 4EJB 2807-Elie "D" OL OW16 /DR Horton 14EJB 2807-Elie "D" OL OW1 Qty: 5 FROM: AH DRW. Truss Label: C1 Wgt: 25.2 lbs .: / ... 08/04117 12 4 _0 4X4C T 77 U') ao M - N B =2X6 D -n~j 2X4(A1) T 74 3 :5 A 1112X4E 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: 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 41 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :Rt Bearing Leg 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. 5'8"8 5F8°8 $♦ 3f-1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W B 293 / 126 1217 / - / 101 18.0 Pf: NA Ce: NA VERT(LL): -0.023 E 999 240 Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 D 215 / 114 / 138 / - / - / 1.7 Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS HORZ(TL): 0.012 E Creep Factor. 1.5 B Min Brg Width Reg = 1.5 D Min Brg Width Reg = 1.7 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.374 Bearings B & D are a rigid surface. TPI Std: 2007 Max BC CSI: 0.209 Bearing B requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.321 FTIRT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver:16.01.01B.0614.20 A-B 19 0 B-C 50 -130 WAVE No 047i$2 13 SINCE 0 40 01 5A 38 EF 5B 8180 B57F 4800 99 2E95 FB Tfiu ila",hm bs eixctmttica jz nad and scaidd by Fssa lMArt a, €FL. Lk. rA7Mj on the daw sharaa ab= L-inga swk»l aratEsanrtaa�sa�a. FM'4dc.P.rthLd ­tmast a zi—ind cr dim.. Maximum Bot 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 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, bVV TPI anr7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted d herwise,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 63, B7 or 810, e. Appiy plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of fvi 1, or torn acceptance any structure failure to build the g or cover page. in. The suitability Job Number: 136DCS130 1Ply: 1 SEON: 6227661 T30 / GABL 4EJB 2807-Elie "D" OL OW16/DR Horton /4EJB 280-Elie "D" OL OW1�'Wgt: Oty: 1 FROM: DJH DRW: Truss Label: C2 28.0 lb s .. / ... O8/04117 3' 4'4" 5'10"4 1% 3' 1'4" 1'6"4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL:5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to 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 91 Webs 2x4 SP #3 Lumber value set "1313" 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 gable wind bracing and other requirements. E 12 4 D C T T_ p (V � B � fV F H G 6' 1, 3 14 1'6"4 3' 4'4" 510"4 1"J2 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): -0.002 H 999 240 B. 85 / 40 / 61 /- / 17 Lu: NA Cs: NA VERT(fL): 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. 1.5 172.0 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. Camp. Rep Factors Used: Yes Max Web CSI: 0.072 A - B 19 0 C - D 6 -114 FT/RT:20(0)110(0) Mfg Specified Camber: B - C 14 -178 D - E 12 -40 Plate Type(s): WAVE VIEW Ver: 16.01.0113.0614.20 1 Maximum Bot Chord Forces Per Ply (ibs) 13 STATE 40 015A38 FF 5B 1i BU BB 7F4900 99 2E&5 FB ih(tli¢miwazfirntnmk s�nedarx9s�aicd6yraas�x3rAartimez, Chords Tens.Comp. Chords Tens. Comp. B - H 276 -25 G - F 289 -27 H - G 285 -26 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp_ C-H 223 -115 E-F 112 -41 D - G 242 - 79 ?E(Fi.. t�.Yi72H2(4,t tTa spawn arxis� vs�ng a SNA-1 _ €ilandcrf rnaF&6%dov rA2unitanW&jod*nffdm�maind arxb tf�.5iu4 Z,s��enUrat£nrse2ada e:ts�t ��sl'�rn a�y��tis�r�a bias. "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, byy TPI anct'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy bracing 1�er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attachetl 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 faceof truss and position as shown above and on the Joint' Details, unless noted otherwise. IIQ& 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 pa e. _ listing this drawing indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSIITPI1 Sec.2. Job Number: 136DCS130 Ply: 1 SEQN: 688503 / T24 / MONO 4EJB 2807-EIIe "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty'4 FROM: DJH DRW: Truss Label: C1A I Wgt: 22.4 Ibs .. / ... 08/04/17 Yr 4'4" 1'8" 6' ol1' 6' Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37-00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 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 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 too Udefi 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 SAL t 40 015A;38 Ff 56 81 BO BB7f 48 00 99 2E95 FB e!bk lSat°� ask seer rrars9r. /z&gncsi'.mdualadby FAaare Mutimm, PEN. ue.e4702i C" the �a24 &fweva at:m� hi.3flgH $b?A+3. BaYtad [Ff1EY'i�rL�S dOCt�Z2ibt.�da "lYtGE'dvili�T@d 31�»Ci3�fi AZalx� we t)� =:' e�,e asskhenYc�t�sstca9a mus[ k>e rorx3f' d en am{ftectrar3: Gnus. ♦ Maximum Reactions (Ibs) Loc R /U /Rw IRh /RL /W B 253 /111 /180 1- /101 /8.0 E 173 /56 /137 1- 1- /8.0 D 105 / 73 146 /- /- / - Wind reactions based on MWFRS B Min Big 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 Trusses require extreme care in fabricatingg handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byq TPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide temposrryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown far permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, 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 Buildinp�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 professiona engineering responsibility solely for the design shown. The suitability and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ITruss 2807-Elle OL OW 16 /DR Horton /4EJB 280 -Elle "D" OL OW1 I Wgt 118 2 Ibs I FROM: AH 60 / T6 / VAL I DRW i 08/04/17 I 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: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9 GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set,"13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. r *"WARNING" READ '"IMPORTANT** FURNISH THIS C a division of ITW Buildin�!LLComponents conformance with ANSI PI 1, or for h this drawing indicates acceptance >e of this g"awing for any structure A 12 4 p 5'3" 1112X4B 5'3" _I 5'3" Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL / W D* 72 / 15 / 47 / - / 7 163.0 Pit. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.010 C - - D Min Brg Width Req = - HORZ(TL): 0.012 C - - Bearing D is a rigid surface. Code / Misc Criteria Creep Factor. 1.6 Bldg Code: FBC 2014 RES Max TC CSI: 0.224 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.208 Chords Tens.Comp. Rep Factors Used: Yes Max Web CSI: 0.133 A - B 18 -54 it FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01.0402.20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 106 -5 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 179 -117 40 015A3E FF 55 S180 BB 7F4800 99 2E85 FB ThU lrarnr�'t'sb&m alearw .yzood wd=iadby tisuAA Wrik", PE(FL. Lk.9471E21" the datesharrn alme Wag a SHAA �.-then�caai�ta, ,'itad c��fct+asdssrrx-€�,t�n amcva�dmraA s� �atl saak�d arsd ti�::.hSP,;i aa.�cat�dde�us9a mrrtYxa �arkl� smydatttaa$� tmclaL LOW ALL NOTES ON THIS DRAWING! TO ALL CONTRACTORS INCLUDING THE INSTALLERS iping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building ty practices prior to performing these functions. Installers shall provide temporarryy have properly attached structural sheathing and bottom chord shall have a properly oral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 1310, ition as shown above and on the Join Details, unless noted otherwise. kefer to shall not be responsible for, any deviation from this drawing,any failure to build the ppi.7p, installation and bracing of trusses.A seal on this drawing or cover page _ .on engineering responsibility solely_for the design shown. The suitability Job Number: 136DCS130 Ply: 1 SEQN: 7254621 T4I VAL 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elle "D" OL OW1 Qty:1 FROM: GM DRW: Truss Label: 4MV2 I Wgt: 14.0 Ibs .. / ... 08/04/17 12 4 1112X4 B A=3X4(D1 T D ZZC 1112X4 2' 11 "4 �{ Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwali: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 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 Snow Criteria (Pg,Pf in PSF) Def1/CSi Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.001 C - - HORZ(TL):-0.002 C - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FSC 2014 RES Max TC CSI: 0.052 TPI Std: 2007 Max BC CSI: 0.060 Rep Factors Used: Yes Max Web CSI: 0.036, FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 No 047182 . A � SAE OF 40 015A38FF 58 8180 88 7F48 00 99 2€ 85 FB ris7tltarsieaa tsaasa alaele jsf�$ncd wda alce 6y MWAXI !Aron+., AE �1. ttc.YTfk82� 6L1 tAss.Lc.R¢5fl�t+a atxi� trran� a SN,'$.i senC-,q.�easra�c. Pr;`z¢rd ccgs�tik#ctr%dtecrsrt�t are got �m3dcxed :ida a? and xaaiad and the.=..+fR.aY;anfcaticasv..rl�mra[ 3azsatit�[.en aayd«tmnb v plas. ♦Maximum Reactions (Ibs), or*=PLF Loc R I /Rw /Rh /RL /W D* 75 112 / 44 / - / 6 135.2 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 13 -23 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 59 -3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 83 -60 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, 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 temporary BCSI. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown far permanent lateral restraint of webs shall have bracingp 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. kifer to 60A-Z for standard plate positions. a division of fri 1,0rrorn acceptance any structure —I — -- on• failure to build the g or cover page. in. The suLbtlity 14EJB 21.8abe Elle D" OL OW16 /DR Horton /4EJB 280 -Eile "D" OL OW1 I Wgt123 8 Ibs I FROM: GM921 / T18 / EJAC I DRW %Truss 06104/17 I C 12 6 M O to M f7 V' 2X4(A1) B 1a A � D 1 7' 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 336 1155 1257 / - / 211 15.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 126 / 102 / - 1- 11.5 BCDL: 10.00 Risk Category:.Il Snow Duration: NA HORZ(LL): -0.022 D - C 171 / 169 / 85 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.031 D Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 20.00 ft Code / Misc Criteria CreepFactor. 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 6.0 psf P Bldg Code: FBC 2014 RES Max TC CSI: 0.533 D Min B Width Re q - Load Duration: 1.25 MWFRS Parallel Dist: 0 to 4/2 TPI Std: 2007 Max BC CSI: 0.368 = C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft I Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 A- B 27 0 B- C 77 -160 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Sot Chord Forces Per Ply (ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Bot chord 2x4 SP #1 Lumber value set "l313" uses design values B - D 0 0 approved 1/30/2013 by ALSC Windy f�l Member design based on both MWFRS and C&C. 0 - �I� �Yuiil 40 015A SB:FF 5581 $0 BB 7F4t3 00 99 2E 95 FB s4ikItarc2iaa.&smiekct�psi nad.a4uzladbytA W.1Mart1 Ff.(FL. tis.r47182!= thadalesnnwn d muanga SK4d 1 ac�amt3ctx�asass9r_ ¢bindcopi"ofti iitrss tAx.arcmoteccs± cdlqnada dr ind =d x!rz e:?a Iaard en s9 sradaHolt 59maeeif3 ma Vd"tmmk: r"inz "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 f shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bqV TPI anr7'SBCA) tof safety practices prior to performing these functions. Installers shall provide temporantyl bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly allacheU ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Appty plates to each face otptruss and position as shown above and on the Joint' Details, unless noted otherwise. hefer to drawings 16OA-Z for standard plate positions. Alppine, a division of ITW Buildingg�Components Group Inc. shall not be responsible.for. any deviation from this drawing,any failure to build the miss in conformance with ANSI PI 1, or for handlin] shipp!np, installation and bracing of trusses.A seat on this drawing or cover page, listing this drawingg indicates acceptance of pprofessiona7t engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is gel responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS130 Ply: 1 SEQN: 744923 / T5 / EJAC 4EJB 2807-Elie "D" OL OW16 /DR Horton 14EJB 2807-Elie "D" OL OW1 Qty 5 FROM: GM DRW. Truss Label: EJ7A Wgt 21.0 Ibs .. 1 ... 08/04/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 2X4(A' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.25 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 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. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf.- NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Im 7' 7' Defl/CSI Criteria PP Deflection in too Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.026 C - HORZ(fL): 0.034 C - Creep Factor. 1.5 Max TC CSI: 0.543 Max BC CSI: 0.373 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 15.01.01.0402.19 GALA 40 015A 8 FF 51381 BO BI3 7F48 00 99 2€ &5 F8 T144 It'MUM :t;» xxf=Aad by rAaaaA WrIIAM4 5n(%. uk."719210Mtfmdates6awn utagr5WL actlscnt4catL:sacxia ?t at�d cr 3msas#tfii:daayar�,xarancstcxasdZarsd i4nd6vtti z lad snd !kc SifAE eni 2 s¢adc ra+at 4a 7f dcosasyd"tranb -alas_ B ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 270 / 79 / 185 /- / 148 15.5 C 128 / 23 1105 1- /- 11.5 B 174 1132 / 88 /- / - / 1.5 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 Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS u)re extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and'SBCA) toy 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 id ceiling.Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, e._ AppTplates to each face_ of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to a division of rfPI 1; or for h acceptance any structure failure to build the g or cover page vn. The suitability Job Number: 136DCS130 I 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Truss Label: 13J5 Ply: 1 Qty: 8 Wgt: 16.8 Ibs SEQN: 744917 / T15 / JACK FROM: GM DRW. .. / ... 08/04/17 C 7 71- 12 6 M O LO N cM 2X4(l 1) B 1 A III D 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: 19.50 8 NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4 GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 41 Bot chard 2x4 SP 91 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. '*IMPORTANT" FURNISH THIS a division of ITW Buildin�gf Components conformance with ANSI PI 1, or for h this drawing indicates acceptance ce of this drawing for any structure 5' 5' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R ! U / Rw / Rh / RL / W B 263 / 123 / 208 ! - / 155 15.6 Pt NA Ce: INA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 90 / 17 / 70 ! - ! - / 1.5 Snow Duration: NA HORZ(LL): -0.010 D - - C 119 / 115 / 58 / - / - / 1.5 HORZ(TL):-0.012 D - - 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 TIC CSI: 0.329 D Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.182 C Min Brg Width Req = - Rep Factors Used: Yes, Max Web CSI: 0.000 Bearing B is a rigid surface. ft 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. VIEW Ver: 15.01.01.0402.19 WAVE A-B 27 0 B-C. 53 -126 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 Ell 40 01513E-FF 5B 8180 BS 7F48 00 99 2E t#5 FB E5i1alsana'tc�+acM..'s6�adz�,alndf+Yl.7asvzdPa3mrttn�, t� (Fig. LBE.�a�t&Et ontt�c dasashnwroatxivm att&�g a sNA.a se.�e4tentfrae�Sr. Frb and zr saaf"da =a.+ -At not MW&Md opm lands w =d ti4sKAz =AcAtkatlaa=demut bawdfbd rnac dodmnk crslna.. LOW ALL NOTES ON THIS DRAWINGI TO ALL CONTRACTORS, INCLUDING THE INSTALLERS !tty practices prior to perfrtorminRefer these functions Installers shall providestempordarryyg have properly attached structural sheathing and bottom chord shall have a propperly ral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, tion as shown above and on the Joint- Details, unless noted otherwise. Refer to shall not be responsible for any deviation from this drawin any failure to build the ppincctt, installation and bracing of trusses.A seal on this drrawing or cover page_ .onai engineering responsibility solely for the design shown. The suitability G Job Number: 136DCS130 Ply: 1 SEQN: 744915 / T16 / JACK 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty" 8 FROM: GM DRW. Truss Label: BJ3 Wgt: 12.61bs .. / ... 08/04/17 C ce) O LO 2X4(A1) B M N � 4"3 L A D 3' �- 1r 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(fL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 D - - DesLd: 37.00 EXP: C HORZ(TL):-0.004 D - - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 19.00 it TCDL: 4.2 psf CreepFactor. 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.183 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.075 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)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.01.0402.19 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 61112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C.� , Y • No 047102 al AT 4 s -A end 40 015A:38 Ff 58 8180 BB 7t' 48 00 99 2E 85 FB TMImra>tas: ins ate s9pad mtA=jai W magtzi wninu, °r`E (rL. tic.@4rf93.t anrac dattshcwna4aax u,�ig a r<p, xuthenc4ta�asu.ta� Ptatedz ; mixidsds Ay not cootid—ul siewdmdtcand atE tta avffientralteas,sc:de met taaaa3f9ad cx=yde:tmrk cer'las: ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 193 / 95 / 162 ! - / 101 / 5.5 D 51 /8 142 /- /- 11.5 C 64 /62 /28 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) 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, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and'SBCA) i safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathinq 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 t o e. A .piy 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 trice with ANSIR PI i, or for h[ ringg indicates acceptance c s d"awing for any structure see this lob's general notes page and any deviation from this drawing,any failure to build the ng of trusses.A seal on this drawing or cover page isibility, solely for the design shown. The suitability Designer per ANSI/TPI 1 Sec.2. TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICQ wwwkcsafe. Job Number: 136DCS130 I Truss Label: ab 'EIIBeJ D" OL OW16 /DR Horton 14EJB 28 I7-Elle "D" OL OW1 I y: 81.2 Ibs FROM: GM913 / T17 / JACK I DRW. 08l04l17 I 4" 3 T 0 12 6 � C 2X4(A1) B -F Tco O to � Irm, 1' �--- 1.mi.;. 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CS1 Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.001 D - Des Ld: 37.00 EXP: CMean Height: 18.50 it HORZ(TL): 0.001 D - - NCBCLL: 10.00 TCDL: 4.psf Code / Misc Criteria Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf 9 Bld Code: FBC 2014 RES Max TC CSI: 0.171 Load Duration: 1.25 MWFRS Parallel Dist: 0 to /2 TPI Std: 2007 Max BC CSI: 0.016 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: 15.01.01.0402.19 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. No 0471.02 4001.5A38 FF 5B 8180 BB 7F48 00 gg 2E85 FB 1buli¢migm.hem aM=1Adfay Vaa 9kfazt s; M 1 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 150 187 / 146 1- / 49 15.5 D 11 /11 119 /- /- 11.5 C -14 /29 127 1- 1- /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 -19 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 ?� (rt, us.rrrtszt cmtAadairshawa atsnso teing a sNs 8 stath¢nGt�a, Ptbt ccpaseH%Ldon_ mwai not crraidmd*ntd? tl =66 arsd tFc µ..a-i ar�¢ni�a9knc�fn Waal tia verlri�fra� �¢ctra�sac —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 f shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted citherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rapid 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 Join f Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with 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 pr essionat engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is p e responsibility of the Building Designer per ANSIITPI 1 Sec.2. Truss Label: 2807-Elle OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Wg 12.6 Ibs I FROM: JAH 78 ! T53 / EJAC I DRW:/ 08104117 I 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: II EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind Left bottom chord exposed to wind. 4 12 C F1 31 31 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L!# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.002 D - - HORZ(TL):-0.002 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.176 TPI Std: 2007 Max BC CSI: 0.069 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.01.01A.0723.13 No 047182 40 01 5A 38 FF 50 8180 BB 7F48 00 99 2E 85 FB Thititetrtw1waladbyMars+ 1Martinc't PE(FL. uc.cdauul on tbeda eatwwmaberm Wog a SK%A a�#icntitatesarada. tedCWIMOitAdoc"*MA=agot C=1 sed an>i=aimd =6 tfsc.�.a Zav?bCnt3tatier:Cade MWt.bz'Mdf ed enasyd"trank cayies_. U-1 to M !_1 T ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 192 /124 /192 /- /57 /4.0 D 49 /33 /68 /- !- 11.5 C 61 /40 131 /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 19 -61 Maximum 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 quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, byY TPI anr7'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 Aceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, . ADDTv Dlates to each face of truss and Dosition as shown above and on the Joinf-Details. unless noted otherwise. (2e4er to a division of TPI 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: 136DCS130 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB Truss Label: 4BJ1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.1 S 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 "l3B" 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. 9 " • luiyffi Ply: 1 SEQN: 688976 / T35 / JACK Qty: 4 FROM: JP H DRW: Wgt:11.2lbs .. / .. 12 4 2X4(A1) B A D i I Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Pt 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: 0.179 TPI Std: 2007 Max BC CSI: 0.019 Rep Factors Used: Yes Max.Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.01.01A.0723.13 40 015ASS FF 5981 BU BB 7F48 00 99 2E 85 FB ThUiterriixsa crmlzcY z4 esizvR=IadbyVar44n4artlmez, 3'£(pL. tic.tl<rTF82t on [f�m da4a afaaea�a ehm� ag a sFrA-a s�x�ienC,casr:�fa e'�tad e�bzseSd� tlor.�s»caat atmnotcmnxi�as9 affi � z�ab� arxE 1}c wiA gav4bentkaAtcsas�9a t^.tsct Caa�9f'r.} rsc s[s�tgectrmr� ar!ai.. 08/04/17 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 140 /121 /155 /- /31 14.0 D 11 /0 /6 /- !- /1.5 C 0 /22 123 /- /- /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 uire extreme care in fabricating, handlin , shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted ojherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly 1id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. A..Tv plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to a division of ITW BuildinccLLComponents Grouq Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shippinn, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professiona7t 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: 136DCSI30 Ply: 1 SEQN: 6889801 T54 / HIP_ 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 2 FROM: JAH DRW. Truss Label: 4CJ3 Wgt: 15.4 Ibs .. 1 ... 08/04/17 2.8312 C N_ 2X4(A1)B co A D 1'5" 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: 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/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 byALSC 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. 4'2"3 4'2"3 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in for, Udefi U# 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 I Mist: Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.135 TPI Sid: 2007 Max BC CSI: 0.027 Rep Factors Used: No Max Web CSI: 0.000 FT/RT20(0)/l0(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 17.01.01A.0723.13 WAVE 40015A FF5391BO8137F4800992E85FI3 Thk Itezi hasbzmelei2rc,°stca g: nad wd=Mnd by BAazaa t!v? rm,=, �E1kL. tic. �i7ZH2:§an l��.�fuaw�sa6saam ar�.�iga5NS.i aanesataae. £' tadcrtpd cxlth sd0M4%W.wWsat cea�d :rem';uads aldd a.c it;. mmi bit acc3fw =,=yrdodmrk cwjm: ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL I B 127 /78 /- /- /- /5.7 D 20 /- 110 1- /- 11.5 C 51 l39 1- l- 1- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Big 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 quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and'SBCA) ro� safety practices prior to performing these functions. Installers shall provide temposrryy BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly d�id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 1310, 'le . Apply plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to a division of 'UPI Tor for h acceptance any structure its drawing,any failure to build the on this drawing or cover page te design shown. The suitability Job Number: 136DCS130 IPly: 1 SEQN: 744919 / T19 / HIP_ 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 4 FROM: GM DRW. Truss Label: CJ7 Wgt: 40.6 Ibs / ... 08/04/17 5'3"5 9110"1 575 4'6"1 1 D 12 4.24 p `2X4 C v bt ~ -v 2X4(A1) B T i k FE =5X6 1,5a 94"1 94"1 6" '1 dki Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf, NA Ce: NA VERT(LL): 0.039 F 999 240 B 326 / 199 /- !- /- /7.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.059 F 999 180 E 365 / 120 /- /- /- 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.011 F - - D 212 / 219 / - / - / - / 1.5 Des Ld:EXP: C HORZ L 0.017 F- - - ) Wind reactions based on MWFRS NCBCLL: 0.00 CL 0.00 Mean Height: 19.99 ft 9 Code / Mist: Criteria CreepFactor. 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 P sf Bldg Code: FBC 2014 RES Max TC CSI: 0.412 E Min Br Width Re 9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to /2 TPI Std: 2D07 Max BC CSI: 0.611 D Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: No Max Web CSI: 0.283 Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (lbs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 A- B 9 -8 C- D 78 -83 Lumber B-C 491 -581 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 Chants Tens.Comp. Chords Tens. Comp. Lumber value set "'I3B" uses design values B - F 550 -446 F - E 0 0 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Hipjack supports 6-11-8 setback jacks with no webs. C - F 487 -600 Wind��w Wind loads and reactions based on MWFRS. 7102 T STA_ ..$.a 4001 8FF5881B06137174800'992ES5FB s °ititomt :8 rnclmttr i nud..zwwaiadtry mawA Mattinca, &^E(EL.iCs.��i&3.f antttmdaas.st�wnaiaarm us�tigaSHS 3. ataifientStas�9a. a" tads iascd`.d d nsaaas4mm not crmfi d%%Vwd nds 6d anE t3�:a5A::as.3t,entka9tceaco9¢rnt@aaerlt&edmdcttm1k_ cmFtzs_ `"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 Componenf Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachurigid 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. h fer 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 ttrusses.A seat on this drawing or cover page _ listing this drawing indicates acceptance of pro>essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is they responsibility of the building Designer per ANSIITPI 1 Sec.2. Fnr - infn fia -sea this iWM nenerai nntx none and those weh sites Al PILAF[ tmaw-alnineitw cam' TPI' www.toinstom, SBCk www-sbeindustrv.com: ICU. www1cmafe.om I Truss Label: 2807-Elle D' OL OW16 /DR Horton /4EJB 2807-Elle "D" OL OW1 I Wgt 89 6 Ibs FROM: JAH 00 / T25 / SY42 I DRW! ... 08/04/17 I qq A T y"8=2X4(R) d=2X4(R) 1 38 A 1'6"4 -+- 1'4" (TYP) B G D E W=3X4 F G H I J K L M N O W=3X4 16'7"8 16'7"8 Loading Criteria (psQ Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 40-00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf- NA Ce: NA VERT(LL): 0.000 N 999 360 O. 108 /- / - I- /_ 1199 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.001 N 999 240 AB Min Brg Width Req = - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.001 N - - Bearing AB is a rigid surface. Des Ld: 55.00 EXP: NA Mean Height: NA It Code 0.002 B - - NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 Maximum Top Chord Forces Per Ply (Ibs) TCDL: NA psf BldgCode: FBC 2014 RES Max TC CSI: 0.094 Chords Tens.Comp. Chords Tens. Comp. Soffit: 0.00 BCDL: NA psf p' Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.021 A - B 0 -1 H -1 0 1 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.035 B - C 0 -1 1-1 0 -1 Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: C - D 0 -1 J - K 0 1 I: NA GCpi: NA Plate Type(s): D - E 0 -1 K - L 0 -1 Wind Duration: NA WAVE VIEW Ver: 16.02.01 D.0314.13 E-F 0 -1 L-M 0 1 Lumber F-G 0 -1 M-N 0 -1 Value Set: 13B (Effective 6/1/2013) G - H 0 -1 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 "1313" uses design values AB -AA 1 0 U - T 1 0 approved 1/30/2013 by ALSC AA- Z 1 0 T- S 1 0 Z- Y 1 0 S- R 1 0 Bracing Y- X 1 0 R- Q 1 0 Sheathing is required for any longitudinal(drag)s,s " - X - W 1 0 Q - P 1 0 forces. All connecfions to be designed by the building lk6. W - V 1 0 P - O i 1 0 designer. � ' V - U 1 0 Fasten rated sheathing to one face of this frame. 0471$2 Maximum Web Forces Per Ply (Ibs) Plating Notes , Webs Tens.Comp. Webs Tens. Comp. All plates are 2X4 except as noted. AC -AD 0 -5 O-N 0 -10 Additional Notes' - A -AB 0 -63 N- O 0 -65 00, STATE Webs are square cut except dbl diagonals or as �' otherwise shown. �, Maximum Gable Forces Per Ply (Ibs) Truss must be installed as shown with top chord up. Gables Tens.Comp. Gables Tens. Comp. B-AA 0 -155 I-T 0 -133 iC-Z 0 -128 J-S 0 -133 �v D-Y 0 -134 K-R 0 -134 L E-X 0 -133 L-Q 0 -128 40015A3JJiFSB$1<.B0657 4900 2Eg5FB F-W 0 -133 M-P 0 -155 *,4citem k4s.bsza&cla rtedoc =1e dbyMa�l-MMA", G-U 0 -133 ,FL.. Lk.V47mi CS1 ttia chit stwwa Qbwm udnoa SRA'l ssatSstsrt�ata7,s�f¢. "zxa3dted cs��vx�fths; da_csa s�zscra�e�d sv8n� i :.salad $s,d #I S'�?P ss�snt�a•.�caaaans�B�a kcdf�.rztaae7.�s�imr� '"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, byv TPI anc7'SBCA} fog safety practices prior to performing these functions. Installers shall provide temposrrYy bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinct Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 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 160A-Z for standard plate positions - Alpine, a division of ITW BuildiphcLComponents 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 handliAq� shippingg, installation and bracing of trusses.A seal on this drawing or cover page- _ listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more infonnalion see fi is'ob's general notes pacie and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinstorg; SBCA: wwwsbdndustry.com; [CC: www.iccsafe.orq Job Number: 136DCS130 4EJB 2807-Elie "D" OL OW16/DR Horton /4EJB Truss Label: FT2 f ` 1'3" -� =4X6 A B T as =2X4(R)X 2X4(R)Y 36 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 I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 91 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. "'WARNING— READ "IMPORTANT— FURNISH THIS C a division of ITW Building Components conformance with ANSI PI 1, or for h this drawing indicates acceptance re of this drawing for any structure Ply: 1 I SEQN: 688549 / T55 / SY42 "D" OL OW1 Qty: 12 FROM: JP H DRW: Wgt:103.6lbs / ... 08/04/17 7'6-8 95"8 1678 7'5"8 2' 7'2" 1{ —� 312 i:L � 1�'� � 1 '3" � =4X4 =4X4 1113X4(R) 1113X4(R) W=3X4 =4X6 C D E F G H I J K L M V U T S R Q P 4X6 =3X6 W=H0308 1113X4(R) =3X6 =4X6 1113X4(R) 16'7"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L!# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.195 F 991 360 W 901 I - l - 1- ! - l7.5 Lu: NA Cs: NA VERT(TL): 0.306 F 633 240 O 902 /- / - /- ! - 14.0 Snow Duration: NA HORZ(LL): 0.034 B - - W Min Brg Width Req = 1.5 HORZ(TL): 0.055 B - - O Min Big Width Req = 1.3 Code / Misc Criteria Creep Factor. 1.5 Bearings W & O are a rigid surface. Bldg Code: 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 I- J 0- 2543 D- E 0- 2546 J- K 0- 2543 E-F 0 -2911 K-L 0 -1518 F-G 0 -2918 L-M 1 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. oil W- V 872 0 S- R 2918 0 MAOV- U 2134 0 R- Q 2834 0 .a U- T 2822 0 T- S 2822 0 Q- P P- O 2133 0 872 0 sa ee Maximum Web Forces Per PI Ibs Webs Tens.Comp. Webs Tens. Comp. X- Y 0 - 3 G- R 54 - 401 x.. A-W 0 -41 R-H 541 -119 * " W-B 0-1214 B-V 897 0 H-Q I-Q 0 -483 0 -101 �µ V- C 0- 859 Q- K 557 0 0 v� C-U 560 0 D-U .0 -100 K-P P-L -857 898 0 -1214 E-S 469 -119 M O 0 -40 S-F 38 -312 O-N 0 -7 40 015A:38 FF 58 81 B0 8B 7F48 00 99 2E 95 FB *;tsbyrAwWAeaarm ?E (FL, t¢s.s�taEB2.! �, l�imiaR,t.skhswi� atxvam u��ng a s€si 3 atztherticaxias�ev r'�tad ts�#mseStf�s drrrsavrt arx natc�ss9�smd �s! d scalar aaM dv-,s Fni asiffim ttmt£mecide nut to wAf and an urVdatrar .: cmalat- LOW ALL NOTES ON THIS DRAWING! TO ALL CONTRACTORS INCLUDING THE INSTALLERS ping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building ty practices pnor to performing these functions. Installers shall provide temporarryy have property attached structural sheathing and bottom chord shall have a propperly :ral restra!nt of webs shall have bracing installed per BCSI sections B3, B7 or B10, ition as shown above and on the Join f Details, unless noted otherwise. (Refer to shall not be responsible for any deviation from this drawin any failure to build the pping, installation and bracing of trusses.A seal on this drrawing or cover page ,tonal engineering responsibility solely_for the design shown. The suitability Job Number: 136DCS130 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Eile "D" OL OW1 Truss Label: FT3 7'5"8 7'5"8 Ply: 1 SEQN: 686552 / T56 / SY42 Qty:=7 FROM: JAH DRW. Wgt:103.6lbs .. / ... 1'3" 'f":�-i 1�'i 13"12I =4X6 =4X4 1113X4(R) A B C D E F T 8:-2X4(R) N =2X4(R)X 1 �•8 V Loading Criteria (ps0 Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BOLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA it NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psi Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. 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. Ll T S R =4X6 =3X6 W=H0308 =3X4 9'5"B 2' 16T'8 7'2" 1712 11- 3"1-2'� =4X4 1113X4(R) W=3X4 G H I J K Q P O 1113X4(R) =3X6 =4X6 08/04/17 1'3" =4X6 L M N =4X6 16'7"8 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.195 F 990 360 V 900 /_ /- /- /- 17.5 Lu: NA Cs: NA VERT(TL): 0.306 F 632 240 N 915 / - / - / - ! - / - Snow Duration: NA HORZ(LL): 0.034 B - - V Min Brg Width Req = 1.5 HORZ(TL): 0.055 B - - N Min Brg Width Req = - Code / Misc Criteria Creep Factor. 1.5 Bearing V is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.582 Bearing V requires a seat plate. TPI Std: 2007 Max BC CSI: 0.682 Rep Factors Used: Yes Max Web CSI: 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 -2908 WAVE, HS VIEW Ver: 16.02.01D.0314.13 B - C 0 -1517 H -1 0 -2542 C- D 0 -2546 I- J 0 -2542 D- E_ 0 -2546 J- K 0 -2542 E-F 0-2910 K-L 0 -1516 F-G 0 -2917 L-M 3 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. V- U 872 0 R- Q 2917 0 MAIj U- T 2134 0 T- S 2821 0 Q- P P- O 2833 0 2132 0 e S- R 2821 0 O- N 870 0 44 ti Maximum Web Forces Per Ply No 047182 (Ibs) r Webs Tens.Comp. Webs Tens. Comp. 9 W-X 0 -3 G-Q 53 -401 A-V 0 41 Q-H 541 -119 SM OF V-B 0-1213 B-U 897 0 H-P I-P 0 -483 0 -101 � U C 0 858 P K 557 0 �y � - - C-T 560 0 - K-O 0 -857 D-T 0 -100 O-L 898 0 0 1 -1214 E-R 46-12 N-M 0 15 R-F 38 -312 M-N 0 -44 4001SA38FF5B81BO887F4800992E85FS ttfs ltmmet�aaLsacrs eksteonik�jjzl<rmeds idseated by Mail Martinez,, 'PE i'rt. tk. r47tv2 f an the da8¢shneroab WM t aks aSNwl assent-.pt:�aeasir_ r=rtatmdcvplwdtll'sdovr,=Aminvat canildwodsenceZMmbd ame if&ZwA f x thantiitJmr.cada mmt be varif W on mysdca md- tsrles. "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ""IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and'SBCA) foi satPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny 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 JoinfDetails, unless noted otherwise. (Lifer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinffL�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 pro essiona engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. Far more information see this'ob's general notes page and these web sites: ALPINE: www.al inefw.com• TPI: www. inst.o ; SBCA www.sbcindu .com; ICC. www.iccsafe.or 1Job Number: 136DCS130 Ply: SEQN: 4EJB Labe-: 2807-Elle"D" OL OW 16 /DR Horton 14EJB 280]-Elle "W OL OW1 I Wgt 11 6 Ibs I FROM: JAH 081 T29 / SY42 I DRW iTruss 08/04/17 I �-- 1'6"4 --J-- 1'4" 1� (TY6 W=3X4 A B C D E F G H I J K L M N a a=2X4(mC _=2X4(R8 � ae A O AB AA Z Y X W V U T S R Q P W=3X4 16'7"8 16'7"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TOLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.000 N 999 360 AB-108 / - / - / - / - 1199 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.001 N 999 240 AB Min Brg Width Req = - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.001 N - - Bearing AB is a rigid surface. Des Ld: 55.00 EXP: NA HORZ(TL): 0.001 B - - Mean Height: NA ft Code / Misc Criteria CreepFactor: 1.5 Maximum To Chord Forces Per PI Ibs NCBCLL: 10.00 TCDL: NA psf p y ( ) Soffit: 0.00 TCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.094 Chords Tens.Comp_ Chords Tens. Comp. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.021 A - B 0 -1 H -1 0 1 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.035 B - C 0 -1 1-1 0 -1 Loc. from endwall: NA FT7RT:20(0)/10(0) Mfg Specified Camber: C - D 0 -1 J - K 0 1 I: NA GCpi: NA Plate Type(s): D - E 0 -1 K - L 0 -1 Wind Duration: NA WAVE VIEW Ver:16.02.01D.0314.13 E-F 0 -1 L-M 0 -1 Lumber F-G 0 -1 M-N 0 -1 G-H 0 -1 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #1 Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "131131" uses design values AB -AA 1 0 U - T 1 0 approved 1/30/2013 by ALSC AA- Z 1 0 T- S 1 0 Z- Y 1 0 S- R 1 0 Bracing Y-X 1 0 R-Q 1 0 Sheathing is required for any longitudinal(drag)�. �►�r X - W 1 0 Q - P 1 0 forces. All connections to be designed by the buildin " W - V 1 0 P - O 1 0 designer. P V- U 1 0 Fasten rated sheathing to one face of this frame.44 No 7 ram. Maximum Web Forces Per Ply (Ibs) Plating Notes m ffi Webs Tens.Comp. Webs Tens. Comp. All plates are 2X4 except as noted. a t AC -AD 0 -5 O-N 0 -8 Additional Notes A -AB 0 -63 N- O 0 -65 TE OF Webs are square out except dbl diagonals or as v�STA otherwise shown. 40, x Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables. Tens. Truss must be installed as shown with top chord up. pComp. . � B ON.C- A 0 -155 J-S 0 -133 D-Y 0 -134 K-R 0 -134 SERALA E-X 0 -133 L-Q 0 -128 4001SA38FF5081 OBB7F480099 85FB F-W 0 -133 M-P 0 -155 air i5ami+saa.3acmekczrr:awys3ned sm9 st~a1�d 6y 1A9tutarts: G-U 0 -133 PE (a. uc.c4na2l an the saffizhewo afastm W—No a SNA.1 snticatier €nda. PYbnd copm oftftA docrx mtaam notcrsularad slgn xnd�Ibd grad tt�. Via...»authent3tSab»ra¢xxde mrs[:6m x3f�l.cn aasys@eztru�s cayin4. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAVYING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricafingg handlin , shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Comport Safety Information, by TPI anr7'SBCA) or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, 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 Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIIIPI 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 engineeringg responsibility solely for the design shown. The sui bihty 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 iob's oeneral notes oaae and these web sites: ALPINE: www.aloinedw.com: TPI: www.toinst.oro: SBCA: www.sbeindustmeom: ICC: www.iccsafe.oro Job Number: 136DCS130 Ply: 1 I SEQN: 6227131 T46 / SY42 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 4 FROM: DJH DRW: Truss Label: FT5 Wgt: 131.6 Ibs .. / ... 08/04/17 8'l "4 101 "4 1 19'11 "8 8'1"4 2' 1 910"4 LH N � I [-L VW12 F3"1 i F8 �3 1 - L! 1 „ -1 1112x4 =2X4(R) A B AA v=2X4(R) AB 36 =4X4 W=3X4 1112X4 1112X4 1112X4 =3X4 1112X4 1112X4 C D E F G H I J K L M N Y X X8 V =5X6 1113X6(R) IliK Q P O W=3X4 == I 19'l1"8 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 too Udefl 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 logo 1- /- /- /- /- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.050 B - - Z Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.079 B - - O Min Brg Width Req = - Mean Height: NA ft Code / Misc Criteria Creep Factor. 1.5 Bearing Z is a rigid surface. NCBCLL: 10.00 TCDL: NA psf Bearing Z requires a seat late. Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.939 g q p Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2007 Max BC CSI: 0.734 Spacing: 24.0 " C&C Dist a: NA ft 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_ 1: NA GCpi: NA Plate Type(s): A - B 1 0 H - 1 0 -4070 Wind Duration: NA WAVE VIEW Ver: 16.01.01B.0614.20 B - C 0 -1887 I - 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/l/2013) E - F 0 -4443 L - M 0 -1894 Tap 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 "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Plating Notes 0ji Z- Y 1057 0 T- S 4411 0 All plates are 4X6 except as noted.aY - W 2712 0 S - R 0 0 AN X-W 0 0 S-Q 3812 0 Hangers /Ties W- V 3927 0 Q- P 2700 0 (J) Hanger Support Required, by others a� V - U 3935 0 P - O 1059 0 NO 2 U - T 4457 0 Deflection Max JT VERT DEFL: LL: 0.37" DL: 0.26". See detail „ '10 Maximum Web Forces Per Ply (Ibs) -40 DEFLCAM61014 for camber recommendations. Webs Tens.Comp_ Webs Tens. Comp. Additional Notes." STATE AA -AB 0 -3 T- H 520 259 + 2x6 continuous strongback. See detail < A - Z 0 -41 H - S 0 -543 STRBRIBR1014 for bracing and bridging �a��` Z - B 0 -1471 S -1 391 0 recommendations. +rv�&��� B-Y 1155 0 1-Q 0 -691 Webs are square shown. cut except dbl diagonals or as A C _ W 80 -11400 Q _ Q 820 -700 y D-W 0 -106 L-P 0 -1120 Truss must be installed as shown with top chord up. W - E 0 -802 P - M 1161 0 40015A38FF5581S0BB7F4800992£85FB E-U 877 0 M-0 0 -1477 Dfzfzltornhva 3aeam crta�astcnad'.v,9 ssaladlrf.Saxmad Anmtfaces, U-F 0 -309 O-N 0 -15 5'E GL, UC.C$7MI cn the dada st was above u.f118a SHA'I 3crcgratsmsJa. G - T 136 - 274 N - O 0 -44 PSLtsd capki daf stf—M-Ame net cxsmii ad stg—f—e=kd AM 11v SiLAZ autftc 6m*m ooda Ma t Cavaaifa~f cn atr{t9cUrnr =las. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anr7'SBCA) safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI.. Unless noted otherwise,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 SCSI sections 63, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawinqg any failure to build the truss in conformance with ANSIg PI 1, or for handling shipping, installation and bracing of trusses.A seal on this tlrawing or cover page listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes page and these web sites: ALPINE: www.al inei w.com: TPI: www. fnst.o ; SSCA: www.sbcindu .com; ]CC: www.iccsafe.org Job Number: 4EJB 2607-Elle3 D" OL OW16 /DR Horton 14EJB 28 I7-Elie "D" OL OW1 I WgY 144.21bs I FROM: DJH23 /T33 / SY42 I DRW: 08/04/17 I Truss Label: FT6 �31� I-L± 1112X4 2X4(11) 1112X4 =6X6 1112X6 AC A B IC D E F G T 3'8 v=2X4(R) 1 e AD AA Z Y X W AB =-5X8 =6X6 W=3X4 Loading Criteria (psfl 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 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 #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "136" 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. "*IMPORTANT** FURNISH THIS a division of ITW Building Components conformance with ANSI PI 1, or for h this drawing indicates acceptance ;e of this drawing, for any structure 10"1 "4 2078 2' 10'2"4 a 1'31_"i I W=3X4 1112X6=5X6 —3X4 1112X4 =5X6 1112X4 H I J K L M N O P 1114X6(R) =4X4 S R 20"3"8 Snow Criteria (Pg,Pf in PSF) Defl1CSl 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 1- 1- 1- 1- l 7.5 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 Brg Width Req = 1.5 HORZ(TL): 0.080 Q - - O 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 Rep Factors Used: Yes Max Web CSI: 0.566 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): IA- B 1 0 1-1 0 0 WAVE VIEW Ver: 16.01.01B.0614.19 B-C 0-1927 1-K 0 -4188 C-D 0 -3413 K-L 0 -4188 D- F 0- 3413 L- M 0- 3380 E- F 0 0 M- N 0- 3380 F- G 0- 4832 N- O 0 -1932 G-H 0 -4851 O-P 3 0 H - 1 0 -4839 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp - AB -AA 1077 0 V-U 4542 0 7 �, AA- Y 2766 0 U- T 0 0 , " 'W Z- Y 0 0 Y- X 4032 0 U- S S- R 3907 0 2756 0 ` a X- W 4033 0 W V 4851 0 R- Q 1078 0 - e � Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. e AC -AD 0 -3 V - 1 756 0 A -AB 0 -41 1- U 0 -500 *a s' 71 AB- B 0 -1499 B-AA 1182 0 U- L L-S 397 0 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 -114 40015A38FF5081BOBB7F4800992 Y-F 0 -843 R-O 01=85FB 1188 0 rfrtclrcm:'A;sskr akese s&atiy dwdwalddbymaft—dMankW; F-W 1165 0 O-Q 0 -1503 VSW.Uc."7F82t on thadata 31WWn atom U*8 a SWAA W- G 0- 538 Q- P 0 -15 aihenecaatea zxxta. H-V 0 -448 P-Q 0 -44 ?Mend cspiasafthk dmar.�at not cnatkwad 4nadmd mbd a»d itez _t svMhentca9ticeisoda n ttAwAf=Jm acgr dednanZ CwAa:. TO ALL CONTRACTORS INCLUDING THE INSTALLERS aping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Ay practices prior to performing these functions. Installers shall provide temporary have properly attached structural sheathing and bottom chord shall have a properly :ral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, ition as shown above and on the Joint- Details, unless noted otherwise_ (2efer to shall not be responsible for any deviation from this drawing,any failure to build the pping, installation and bracing of trusses.A seal on this drawing or cover page aona engineering responsibility solely_for the design shown. The suitability Job Number: 136DCS130 Ply: 1 SEQN: 622715 / T27 / SY42 4EJB 2B07-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty.2 FROM: DJH DRW. Truss Label: FT7 Wgt: 44.8 Ibs / ... 08/04/17 1'2"1578 L� �-- 1715 --� Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Hangers / Ties (J) Hanger Support Required, by others Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 3X8 A =3X4 =3X8 B C 3'8"14 =3X10 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pa: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.002 B 999 360 E 201 / - / - / - Lu: NA Cs: NA VERT(TL): 0.004 B 999 240 D 198 /- /- I - Snow Duration: NA HORZ(LL): 0.000 D - - E Min Brg Width Req = - HORZ(TL): 0.001 D - - D Min Brg 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 /- /4.0 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. Ff/RT:12(0)/10(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) 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 01 E-B 0 -116 C-D 0 -63 a _ ...... s A-E 0 -34 C-D 0 -21 TT E Of 40 01 SA38 FF 5581. BO 85 7F48 00 99 2E 85 FB stfaitet9€3caatseetae�.. .:x$�tadand4adby Martiases, :€Fi..tzc.a�as�(aar�,mda9�shesv�nsai��sts�.a asaJ�ert�ta5stt. tedcrpit.01 bk iovawntnot cxez#;"d :f;�ssesPan�3.�adect. Brae tis.. !x.A. ,,aafthoAti=0Mcvdem1tm ree�a e�eetmr� tes "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byy TPI anr7'SBCA) E safety practices prior to performing these functions. Installers shall provide temporaryy 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 63, B7 or 610, e. Appty plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. 4efer to 60A-Z for standard plate positions. a division of any failure to build the g or cover page fn. The suitability Job Number: 136DCS130 Ply: 1 SEQN: 622717 / T40 ! SY42 4EJB 2807-Elle'D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: DJH DRW. Truss Label: FT8 I Wgt: 39.2 Ibs / ... 08/04/17 6" �- - 17-14 6" �----� 1'2"14 --� =3X6 = 3X4 =3X6 A B C :I- z S1 3X8 =3X8 3'5"12 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 Udell U# Loc R / U / Rw / Rh / RL / W E 191 / - / - I - l - I - TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.002 B 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.003 B 999 240 D 191 ! _ I _ I _ / _ BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.000 D - - E Min Brg Width Req = - Des Ld: 55.00 EXP: NA Mean Height: NA ft HORZ(TL): 0.000 D - - D Min Brg Width Req = - NCBCLL: 10.00 TCDL: NA psf Code I Misc Criteria CreepFactor: 1.5 Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.068 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.131 Chords Tens.Comp. Chords Tens. Camp. A _ B 0 -10 B - C 0 -10 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.028 Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.018.0614.20 Wind Duration: NA WAVE Chords Tens.Comp. Lumber E-D 101 0 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 4x2 SP #1 Webs Tens.Comp. Webs Tens. Comp. Webs 4x2 SP #3 Lumber value set "138" uses design values A - E 0 -28 B - D 0 -116 approved 1/30/2013 by ALSC E - A 0 -77 C - D 0 -77 E-B 0 -116 D-C 0 -28 Additional Notes Webs dbl diagonals fq �81 are square cut except or as otherwise shown. -'` Truss must be installed as shown with top chord up. W 2 STATE SERIAL Ik 40 01 SA38'FF 558160 8B 7F48 00 99 2E 95 F15 dish itar�frsalac^�sta:Ezlxsa3�psi�naxi.az�5;.�arni 6y kia::3 KPart, (Ft.ttc.S#TEE2{c"tliv2Sa.51W@J"a6twu a�s'ngaSNI az�hcndta:��sc.sda. xrawd crP rAd"dacwmaat notcumAdsad swmdaod sal.'i W'd dw M;A-1a-'Ach tica9Cmwde mut bev.2s3ffcd MaerFdr_tmr'k mpins_. -WARNING" READ AND IFOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care infabricating, handlin i Componenf Safety Information, by TPI and'SBCA) for shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o1herwise,top chord shall attaches rigid ceiling Locations shown for permanent have properly attached structural sheathing and bottom chord shall have a properly lateral restraint of webs shall have bracing Installed per BCSI sections B3, 67 or 10, (tefer as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinpp Components Group, for handlia, Inc. shall not be responsible for any deviation from this drawing,any failure to build the installation bracing trusses.A this drawing cover truss in conformance with ANSI PI 1, or listing this drawing indicates acceptance of ppr this drawing for is the�ressp=bility shipping, and of seal on or page. , esslona engineering responsibility solely for the design shown. The suitability of the Building Designer ANSIlTPI 1 Sec.2. and use of any structure For more information see this'ob's general notes a and these per eb sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.orgSBCA www.sbandu .can' ]CC: www.iccsafe.org Job Number: 136DCS130 Ply: 1, SEQN: 681697 / T37 / SY42 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Qty:, 3 FROM: DJH DRW. Truss Label: FT9 Wgt 107.8 Ibs / ... 08/04/17 5'10"4 7-10"4 7'1 12 15'11"8 r 5'10"4 2' 18 7'11"12 { �— 1'3" —{ { 2'6" 1'8"12 �{ 1112X4 =4X4 =4X4 A B C D �12"12 I 1'3"121 2'6" 1,3" —� 1112X4 =3X4 1112X4 =4X4 E F G H I 1112X4 i K2X4(R) 2X4(R) `11 RX ►� _ II I11''` 11 iif ►� I� Loading Criteria (pso Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP Al Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as n. otherwise show Truss must be installed as shown with top chord up. mY %-] 1112X6 =4X4 as fa: zXM 15'11"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W U 878 / - / - / - ! - / 4.0 Pf: NA Ce: NA VERT(LL): 0.201 E 924 360 Lu: NA Cs: NA VERT(TL): 0.319 E 582 240 L 864 / - / - ! - ! - / 7.5 Snow Duration: NA HORZ(LL): 0.025 L - - U Min Brg Width Req = 1.3 HORZ(TL): 0.039 L - - Creep Factor: 1.5 L Min Brg Width Req = 1.5 Bearings U & L are a rigid surface. Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.561 Bearing L requires a seat plate. TPI Std: 2007 Max BC CSI: 0.584 Rep Factors Used: Yes FT/RT:12(0)/10(0) Max Web CSI: 0.402 Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A- B 3 0 F- G 0 -2399 Plate Type(s): VIEW Ver: 16.01.01B.0614.19 WAVE B - C 0 -1435 G - H 0 -2399 C-D 0-2414 H-I 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- O 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 � 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-U 0 -59 F-O 0 -382 ft U-B 0 -1163 G-O 0 -84 E B-T 836 0 O-H 510 0 ST 01F T-C 0 -am H-M 0 -813 C- R 613 0 M -1 843 0 FAN R-D 0 -978 I-L 0 -1159 " D-Q E-P 650 0 9 -154 J-L K-V 0 0 -41 -3 t P-F 378 -108 40015A3EFF5881BOBB7F4800 99 2E95F8 3hi(z by wwwal wal u, aro;eEsaasda^a9is�ac. :VA. ader s 3i ssita�rrzc t s��cca dxrad ara�iv ads�sd and the Sx A asat4cenE a9 cas Sc rr r Sza xcsafzad m a9*j'c wrank ka "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 Componen[ Safety Information, byy TPI anr7'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 properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this iob's aeneral notes Dam and these web sites: ALPINE: www.aloineitw.00m: TPI: www.toinst.om: SBCA' www.sbcindusW.com: ICC: www.imsefe.orq Job Number: 136DCS130 Ply: 1 SEQN: 622729 / T26 / SY42 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 28 7-Eile "D" OL OW1 Qty: 4 FROM: DJH DRW. Truss Label: FT10 Wgt: 100.8 Ibs / ... 08/04/17 5,6"4 7'6"4 157"8 5'6"4 I 2' 8'174 i f" 1,3" 1 7-12 1'22,6" 1,4" I Lf 12 I 13"1�,? I� 2,6„ _+ 1,3„ ,I 1112X4 1114X4 1112X4 =3X4 1112X4 =4X4 1112X4 A B C D E F G H I J K2X4(R) aye `t' =2X4(R) dn��S� R Q P O N M L =4X10 =3X4 =3X6 =4X4 157"8 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 Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.239 E 759 360 R 860 / - / - / - / - / - BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.408 E 444 240 L 845 / - / - ! - ! - / 7.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.028 L - - R Min Brg Width Req = - Des Ld: 55.00 EXP: NA HORZ L 0.043 L - (T )� L Min B Width Re 1.5 � q = NCBCLL: 00 Mean Height: NA ft TCDL: NA psf Code / Misc Criteria CreepFactor. 1.5 Bearing L is a rigid surface. Soffit: 0.00 0. BCDL: NA psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.908 Bearing L requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.905 Maximum'Top Chord Forces Per Ply (ibs) Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.389 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RTA2(0)/10(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): A - B 3 0 F - G 0 - 2326 Wind Duration: NA WAVE VIEW Ver: 16.01.01B.0614.20 B - C 0 -1383 G - H 0 -2326 C- D 0 -2462 H -1 0 -1400 Lumber D-E 0-2480 1-J 1 0 Value Set: 13B (Effective 6/1/2013) E - F 0 -2479 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Sot Chord Forces Per Ply (ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "138" uses design values approved 1/30/2013 by ALSC R - Q 812 0 O - N 2529 0 Q- P 1968 0 N- M 1970 0 Plating Notes XP- O 2480 0 M- L 813 0 All plates are 4X6 except as noted. •Jx Hangers /Ties CXSK Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. (J) Hanger Support Required, by others 0471$%A - R 0 -58 F - N 0 275 Deflection ,', R- B 0 -1133 G- N 0 -75 Max JT VERT DEFL: LL: 0.24" DL: 0.19". See detail B - Q 794 0 N - H 485 0 DEFLCAMB1014 for camber recommendations. ! v Q - C 0 -814 H - M . 0 -792 Additional Notes C-P 812 0 M-1 816 0 P- D 0 -399 I- L 0 -1132 + 2x6 continuous strongback. See detail,. E - O 70 -164 J - L 0 -41 STRBRIBR1014 for bracing and bridging O - F 292 -265 K - S 0 -3 recommendations.; Webs are square cut except dbl diagonals or as otherwise shown. :. Truss must be installed as shown with top chord up. 4001 SA39 FF51381,0B87F480099ZF85F8 ri^af333Cias 915#iA6Ef9A� -. ." d':�eal"dffiy P�aaax.3 si9arikrtasr, FE(FL. tfc.@7Si$2:lCEl:�!ffi�,1i4ffiflv7NafS in�a5833 antacaa�asa. 'tad cir:, ass:d,:asa n�tered at�da�isi saat�d amA ikes�vdx henC�aarr,�ern�e§�t8f�fe�ess^{dacitara9s . -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin Component Safety Information, byV TPI anr7 SBCA) fo 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 have bottom have bracing per BCSI.. Unless noted olherwise,top chord shall attached rigid ceiling Locations shown for permanen properly attached structural sheathing and chord shall lateral restraint of webs shall have bracing installed per BCSI sections a proppefly B3, B7 or fifer as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 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 bracing trusses.A this drawing truss in conformance with ANSIIfPI 1, or for handling listing this drawingg indicates acceptance of pro shipping, installation and of seal on or essionat engineerinresponsibility solely for the design shown. cover page The suitability Ruilding' Designer ANSIITPI 1 Sec.2. and use of this drawing for any structure is the esponsibltity of the per 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; ICC: www.iccsafe.o Job Number: 136DCS130 Ply: 1 SEQN: 622745 / T43 / SY42 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL OW1 Oty: 2 FROM: DJH DRW: Truss Label: FT11 Wgt: 238.0 Ibs Page 1 of 2 .. / ... 08/04/17 11'3� K 1112X4 2X44(R)AU A B T =2X% JZ 1 � AVV 8'1"4 20'3"12 8'1"4 2' ' 10'2"8 =3X4 W=3X4 102X4 012X4 012X4 102X4 C D E F G H I J KL 29'5"12 9,2" 2-7"4 f'3" j4 =5X10 t" 11922X4 m5X8 =5X6 M N O P Q 31'S"8 39'7" 2' "'111111"` T11"12 i a P"A W W--3X4 102X4 =2X4(R) 102X4 1112X4m3X4 =4X4 102X4 R S T U V W X Y Z ,, ,, AS AR AQ AP AO AN AM AL OAK AJ Al AH AG AF AE AD AC I 'AB m3X6 =4X4 =4X4 =4X10 m5X8 m5X10 =4X10 m4X4 =3X6 =3X6 =4X4 W=1-10308 =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 it NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 91 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.28" DL: 0.26". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 20'1"8 i 195"8 39'T Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 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): 0.284 F 844 360 AT 972 / - l - I- 1- 17.5 Lu: NA Cs: NA VERT(TL): 0.504 F 476 240 AK 2585 /- /- /- /- /4.0 Snow Duration: NA HORZ(LL): 0.048 B - - AB929 /- /- /- I- /7.5 HORZ(TL): 0.083 B AT Min Big Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 AK Min Brg Width Req = 1.3 Bldg Code: FBC 2014 RES Max TC CSI: 0.990 AB Min Brg Width Req = 1.5 TPI Sid: 2007 Max BC CSI: 0.933 Bearings AT, AK, & AB are a rigid surface. Bearings AT & AB require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.767 FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 16.01.01B.0614.20 A-B 1 0 N-O 2141 0 B- C 0 -1664 O- P 1083 -10B9 C- D 0- 2845 P- Q 1083 -1089 D - E 0 - 2845 Q - R 527 - 2314 E- F 0- 3401 R- S 0- 3083 F-G- 0 -3410 S-T 0 -3095 G- H 0- 3401 T- U 0- 3089 H - 1 175 - 2766 U - V 0 - 3089 1-1 666 -1625 V - W 0 -2667 ^- J- K 666 -1625 W- X 0- 2667 K-L 666 -1625 X-Y 0 -1573 L- M 1352 0 Y- Z 1 0 M-N 3419 0 s � e Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. vl � AT -AS 945 0 AK-AJ 0 -3283 E AS -AR 2355 0 AJ-AI 233 -1453 183B ; AR-AQ 3198 0 AI-AH -769 -e AQ-AP 3410 0 AH-AG 1838 -769 fit AP -AO 3181 0 AO -AN 3181 0 AG-AF AF-AE 2782 -273 3095 0 AN -AM y ...' AM AL 820 -990 AD -AC 2223 0 dA4.. AL -AK 0 -2286 AC -AB 900 0 40 01SA38 FF5B RIBOBB7F490092E85FB patiand =21ad by M2=01 mumez, Maximum Web Forces Per Ply (Ibs) ;r(ri.U-UT-1s2l"the daft ifwwaabwm ng a SHA-1 Webs Tens.Comp. Webs Tens. Comp. a�t3sentara�as¢ade. AU -AV 0 -3 AK- N 0 -994 .V='dc"ssirl'Jssi�dmat mwldmd sane.-d=hd A -AT 0 -41 N-AJ 1612 0 and the s tl 209'en6c'1hM=d0 MWi b��dt''ed `r, WIdedfa AT- B 0 -1316 AJ- O 0 -1566 CaVAUL 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 handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attacheTd:9id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with 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 pr ) essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this bes general notes page and these web sites: ALPINE: www.al im tw.oam; TPI: www. inst.o ; SBCA www.sbdndu .com; ICC: www.iocsafe.ong iI Job Number: 136DCS130 IPly: 1 SEQN: 622745 / T43 / SY42 4EJB 2807-Elie "D" OL OW16 /DR Horton 14EJB 2807-Elie "D" OL OW1 Qty: 2 FROM: DJH DRW: Truss Label: FT11 Wgt: 238.0 Ibs Page 2 of 2 / ... 08/04/17 AS-C 0 -962 P-AI 0 -72 C -AR 665 0 AI- 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 I -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 Y No 041102 �3 40 015A38 FF 5B SI B0 BB 7F48 00 99 cE 85 F8 M Ilarnh=bcM aase9wimalaif4 WmA Martin", f£tii. t�.�&T£&�}antaacYaA¢shaweiat7¢� W7ag35ffA�i acthantlaaii�s at7ia etad tarfldii'bf ti9erb^gcf'at�ia nLr4CL33Siirs^i¢d S�ni'Ca1! 5m�if M ttae::w l aothaAtkDd0MmdemuEbeVemied Ms 7dWrank corms: **WARNING** READ AND HOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlingsh! ping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building 4t Safety Information, by TPI an7'SBCA) r saety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aid ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or B1 D, le. Aorl 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 any failure to build the g or cover page in. The suitability Job Number: 136DCS130 Ply: 1 SEQN: 688654 / T41 / SY42 I 4EJB 2807-Elle "D" OL OW16 /DR Horton /4EJB 2807-Elle "D" OL DWI Qty: 1 FROM: JAH DRW. Truss Label: FT12 Wgt: 64.4 Ibs .. / ... 08/04/17 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 " 1712 -+- 1'4" (T'P) A B C D E F G H 1 k 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 fit 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 byALSC 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. 11'3"8 11'3"8 Snow Criteria (Pg,Pf in PSF) Defi/CS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): 0.000 1 999 360 Lu: NA Cs: NA VERT(TL): 0.001 1 999 240 Snow Duration: NA HORZ(LL): -0.002 B - - HORZ(TL): -0.003 B Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.095 TPI Std: 2007 Max BC CSI: 0.021 Rep Factors Used: Yes Max Web CSI: 0.035 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 T 1 38 ♦Maximum Reactions (Ibs), or*=PLF Loc R I /Rw /Rh /RL /W K* 109 /- /- /- /- /135 S Min Brg Width Req = - Bearing S is a rigid surface_ Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 1 -1 E-F 1 -1 B-C 1 -1 F-G 1 -1 C-D 1 -1 G-H 1 -1 D-E 1 -1 H-I 1 -1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. S-R 1 -1 O-N 1 -1 R-Q 1 -1 N-M 1 -1 Q-P 1 -1 M-L 1 -1 P-O 1 -1 L-K 1 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. A-S 0 -83 J-T 0 -3 I-K 0 -65 Maximum Gable Forces Per Ply (Ibs) lop Gables Tens.Comp. Gables Tens. Comp. 8-11 0 -155 F-N 0 -135 C-Q 0 -128 G-M 0 -128 D-P 0 -135 H-L 0 -155 E-O 0 -133 4001 eA38FF5B81B0i3B7F4800992E95F6 This horn hm bzmakztr js5 vted'wd=aiad by MavmlMartmcx, 2£ (Ti, tts.G8129P! cri thed� shaven a$a� using a 5NA�3 az^thendsassa� tad s��xsdtlx: da_ia^sflstsrm aatce3u38rsed �ac� aad rsaiad =d the b�mxdfLd mawdestrarib cstlus. *'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, byy TPI and'SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporary BCSL Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proerly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or t e. 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 'it'i 1, or Torn acceptance any structure failure to build the g or cover page_ in. The su!tabrhty ry.com; IM wxw.iccsafe. Job Number: 136DCS130 Ply: 1 SEQN: 681717 / T39 / SY4TDRW: 4EJB 2807-Elle "D" OL OW16 /DR Horton 14EJB 2807-Elie "D" OL OW1 Qty: 1 FROM: DJH Truss Label: FG1 I Wgt: 46.2 Ibs / ... 08/04/17 F3 i f --1,3" 1112�X6 =_tX61117XIB= lEi III7�?C6 =4X4 =3X6 H =3X6 4,2" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs) TOLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.019 C 999 360 H 1674 /- / - / - / - 16.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.030 C 999 240 F 754 / - f - / - / - / - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.003 F - - H Min Brg Width Req = 1.3 Des Ld: 55.00 EXP: NA HORZ(fL): 0.004 F - - F Min Brg Width Req = - Mean Height: NA ft Bearing H is a rigid surface. NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor. 1.5 9 9 Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.481 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.234 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.242 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 21 -1 C - D 0 - 833 I: NA GCpi: NA Plate Type(s): B - C 0 -833 D - E 0 -17 Wind Duration: NA WAVE VIEW Ver: 16.01.01B.0614.19 Lumber Maximum Bot Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 611/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP #1 H - G 668 0 G - F 772 0 Bot chord 4x2 SP Al Webs 4x2 SP #3 Maximum Web Forces Per Ply (Ibs) Lumber value set "l3B" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A-H 7 -1031 G-D 136 0 Special Loads H- B 0- 934 D- F 0 -1023 MAp, —(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) eir� - �� B - G 364 0 F - E 82 D TC- From 50 pif at 0.13 to 50 pff at 4.17C - G 4 - 454 E - F 0 -128 BC- From 5 plf at 0.00 to 5 plf at 4.17 E N, TC- 1102 lb Conc. Load at 0.31, 2.31 Hangers/Ties (J) Hanger Support Required, by others 11, Additional Notes Webs are square cut except dbl diagonals or as STATE OF otherwise shown.10 Truss must be installed as shown with top chord up. :-* na —W *� a ca 4D015A FF5B SIBOBB7F4800992ES5Fin It* Item l x%ymvd art a=Ivd4 mama W t&=' sE n. I£t. ATW{= tht daft sftownat 4W v hlo aSHA 4 .. acthmnCca35easa. Ptaltvd 4opr afthk ew=m-d arm act cmvlknod iWadmd s iad a dki,4 rmnt+tatua "o mist be ari1W mr a myd"trmnk rz�ims: —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, bV TPI anr7'SBCA) foi safety practices prior to performing these functions. Installers shall provide temposrryy bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing msTalled per BCSI sections 83, 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. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group I c. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with AN PI 1, or for handling �shippm installation and bracing of trusses.A seal on this drawing or cover page, listing this drawingg 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 ANSIITPI 1 Sec.2. For more information see this job's Werall notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www, inst.o • SBCA' www.sbcindu .com; ICC: wwwkcsafe.orcl Job Number: 136DCS130 Ply: 1 SEQN: 6227421 T28/ SY42 4EJB 2807-Elie "D" OL OW16 /DR Horton 14EJB 2807-Elie "D" OL OW1 City: 1 FROM: DJH DRW: Truss Label: FG2 W4t�240.8 Ibs Page 1 of 2 .. / ... 08/04/17 8'1"4 29'5"12 1_31-5-118 397" i 8'1"4 1 2' 1 19'4"8 2' " T11"12 a 9M a 1" tyi4 3' ti 3�3.I t1 PAr2„� qq i'0'1 aa i a P"q �-24"8� $PA =4X6 W=3X4 1112X6 W=3X4 =2X4(R) m2X4(R) =4X4 =3X4 =4X4 =4X(i =5X6 m6X8 =8X10 m6X10=4X6 =3X4 =3X4 =4X4 =4X6 AXA 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 i a =2X4(R) + 2) 1 �e AY A AV AU AT AS AR AQ AP AO MAN AMAL AK AJ Al AH AG AF AE AD =4X4 =4X6 =3X6 =3X4 =4X4 =4X4 =4X10 =4X10 =6X12 =6X10=5X6 =4X4 =3X4 =3X6 =3X6 =4X6 =4X4 W=3X4 W=3X4 20'1"8 397' 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 foe Udell U# Loc R i U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.294 W 784 360 AW 839 / - / - ! - / - / 7.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.469 W 501 240 AN 3307 ! - ! - ! - ! - 14.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.049 AD - - AD 937 / - 1- i - l - 17.5 EXP: NA HORZ L 0.076 AD - AW Min Br Width Re 1.5 Des Ld: 55.00 R )� g q = NCBCLL: 10.00 Mean Height: NA ft Code / Misc Criteria CreepFactor: 1.5 AN Min Brg Width Req = 1.3 TCDL: NA psi AD Min Brg Width Req = 1.5 Soffit: 0.00 BCDL: NA psi Bldg Code: FBC 2014 RES Max TC CSI: 0.937 TPI Std: 2007 Max BC CSI: 0.851 Bearings AW, AN, are a rigid . Load Duration: 1.00 MWFRS Parallel Dist: NA r Re Factors Used: Yes Max Web CSI: 0.740 Bearings AW & AD require ire a seat plate. Spacing: 24.0 " C&G Dist a: NA ft P Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) 1: NA GCpi: NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: NA WAVE VIEW Ver: 16.01.01B.0614.20 Lumber A- B 1 0 O- P 4482 0 B-C 0 -1384 P-Q 0 0 Value Set: 13B (Effective 6/1/2013) C - D 0 - 2292 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 "138" 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)K - L 0 -372 Y - Z D -2698 TC- From 100 plf at 0.00 to 100 plf at 39.33 L - N 1877 0 Z -AA 0 -1589 BC- From 10 plf at -0.13 to 10 plf at 39.46M - N 0 0 AA -AB 1 0 TC 754 lb Conc. Load at 23.69 N - O 4482 0 No 047182 Plating Notes wu Maximum Bot Chord Forces Per Ply (Ibs) All plates are 2X4 except as noted. 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 mar > AV -AU 1944 0 AL -AK 889 -119 DEFLCAMB1014 for camber recommendations.&� AU -AT 2488 0 AK-AJ 1923 0 a* AT -AS 2436 0 -At 1923 0 Additional Notes * AS -AR 2049 0 AI-AH 2853 0 + 2x6 continuous strongback. See detail ° AR-AQ 2049 0 AH-AG 3150 0 STRBRIBR1014 for bracing and bridging . AQ-AP 967 0 AG-AF 3W9 0 recommendations. AP -AO 0 -759 AF-AE 2246 0 Webs are square cut except dbl diagonals or as AO -AN 0 -2994 AE-AD 908 0 otherwise shown. 40 015A38 FF588180 887F4800992E85 FB AN -AM 0 -2368 xr This 1Wrnha3 besas kc<ac s x nne}• W 5y iaauAMar8wr, Truss must be installed as shown with top chord up. n�FL,vtrksa(rn,tf3shawnav�asx-•x ,eatt+a•.t es,Wjd Maximum Web Forces Per Ply (Ibs) Nieted4=wsafcf nalb not rod trad�ri9 m6d Webs Tens.Comp. Webs Tens. Comp. sf awr2 entava mvr sdt ai s ae ydsctrors AX-AY 0 -2 AN- P 0 - 2870 C�pim 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 temporarryy bracing Ter BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a proPefly 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 fates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for s�andard plate positions. Alpine, a division of ITW BuildinhComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page. . listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al inefw.com: TPI: wane. inst.o ; SBCA www.sbcindu .com; [CC: www.iccsafe.orcj Job Number: 136DCS130 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 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: / ... 08/04/17 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 AI- U 0 -639 E -AT 47 -72 U -AH 398 0 AT- F 116 -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 1 -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 wvk IN . . a � STATE Of 40015A FF 58 EM 8U BB 7F LtD 2F S5 Fri aMrir�mr��t� s�,�Cd§.xaledb�sA,rlAarcinzx, �jrt. its.aaax}am22v�si�awnarr�gasxa � aent�a.si�. ecdc"afd& dommmaw that �.d n :.ard.eai�d �s43tie.T.eS�ZasAfzaa ... :. sss8emvt4�.dwz aar�rtetRrmr:k , a2jitts_. *'WARNING`" READ AND IFOLLOW 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 t TPI an SBCA) for, satPety practices prior to performing these functions. Installers shall provide temporary) bracing per BCSL Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y lateral have bracingg installed BCSI B3, B7 810, attached rigid ceiling Locations shown for permanent restraint of webs shall per sections or as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. �Zefer 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 shippinA, installation and bracing of trusses.A seal on this drawing or cover page_ . for design The listing this drawingg indicates acceptance of professional engineering responsibility solely the shown. suitabrirty 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 iob's general notes a and these Web sites: ALPINE: www.al ineitw.com; TPI: www. inst.or ; SBCA www.sbcindus .com; IM www1cmalb.org Job Number: 136DCS130 Ply: 3 1 SEQN: 688564 / T58 / MONO 4EJB 2807-Elie "D" OL OW16 /DR Horton 14EJB 2807-Eile "D" OL OW1 Qty: 1 FROM: JAH DRW: Truss Label: FTG1 Wgt 99.4 Ibs .. / _.. 08/04/17 ' 1r511 2'11" '1' 2'5"12 1 T2''12 1 2'644 12-6' 8' 8 I 12'8" 8 1 1 "8 1112X4 1112X4 =3X4 A f_` III ^/ III _'_ 218118 2'9" 2'6" 2'9"8 2'8" 2'6"8 2'8"8 15'5"8 7'11"8 1019" 113'5" 115'11"8 Loading Criteria (psf) Wind Criteria TCLL: 40.00 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 it 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 "1313" uses design values approved 1/3012013 by ALSC Na!inote 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 pif at 0.00 to 50 pif at 15.96 BC- From 5 pif at 0.00 to 5 pif 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) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL Pf. NA Ce: NA VERT(LL): 0.315 D 607 240 N 3690 1- ! - I - ! - Lu: NA Cs: NA VERT(TL): 0.493 D 388 180 O 3590 /- / - /_ ! - Snow Duration: NA HORZ(LL): 0.044 A - - Wind reactions based on MWFRS HORZ(TL): 0.069 A - - N Min Brg Width Req = 1.5 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): WAVE VIEW Ver: 16.02.01D. Deflection Max JT VERT DEFL: LL: 0.32" DL: 0.18". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. +r � 4001SA38FF5B81B0B571'4800992E85FB Thislion kin&ae�asaek�s�/ai nadzrA9 &afadbytfaaumlA2um=, PE (FL. Lk. rsl:s21 W dk1 daft spawn abases mbg a VA4 �.tisa&tirraaua�a. tedcap6axaTti i3s aac�-�mmerr,-tccnxlcuaAApad=dd lmd � the S�Lav?9'ent�'S�seode rns�i ba,arr'9tau.{�x aeydectrnn4s mpiax. I 14.0 / 7.5 H 0314.13 O Min Brg Width Req = 1.5 Bearings N & O are a rigid surface. Bearing O requires a seat plate. 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, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly d�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t 'le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f�efer to 60A-Z for standard plate positions. a division of any its drawing,any failure to build the on this drawing or cover page_ . re design shown. The suitability Job Number: 136DCS130 IPly: 4EJ6 2807-Elle "D" OL OWI6/DR Horton /4EJ8 2807-Elie "D" OL OW1 Truss Label: FTG2 2 Qty: 1 �Wgt:546lbs SEON: 686587 / T38 / FLAT FROM: JAH DRW: .. / ... 08/04/17 I i 5" I 2'7"15 5'0"6 I 7'5° 17'14" f 51'f' 27'15 2,47 �1 2,4"10 15111 =4X10 III2X4 = 3X4 = 3X10 A B C D W2 I Rl� H=5X12 GG E =4X10 1113X4 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 it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 .W2, W6 2x4 SP #1: Lumber value set "1313" uses design values approved 113012013 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 pif 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. 27"15 2197 2'4"10 27"15 51516 7110" Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W H 2953 / - / - /- /- / 6.0 Pf: NA Ce: NA VERT(LL): 0.051 C 999 360 Lu: NA Cs: NA VERT(TL): 0.079 C 999 240 E 2463 / - / - /_ /_ / 4.0 Snow Duration: NA HORZ(LL): 0.009 A - - H Min Brg Width Req = 1.7 HORZ(TL): 0.014 A E Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 Bearings H & E are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.547 TPI Sid: 2007 Max BC CSI: 0.633 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.484 Chords Tens.Comp. Chords Tens. Comp, A - B 0 -2410 C - D 0 -2254 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): B - C 0 -2410 VIEW Ver: 16.02.01D.0314.13 WAVE 4003EA38FF5881808137F4800992E85FB 3.bi1t3ramRaabecne{a 'z nada0taalaabyLft"aMarttiusj Par (fL. Us. 0471821 an thadaw1hown abaft Wrbs a SMA•3 autheneKaai�as�e. f�teac�Lramb'atu'sa-�t m+an�e ds�naa3and �ala4 aaab tt�..=":mPc�aa.R9ventkaAieaaesufamwiarrof§ed'ana�eda:tra�a 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 Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI anr7'SBCA) handling, 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 bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer 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 handlin,fJshippinq, installation and bracing of tiusses.A seal on this drawing or cover page listing this drawing, indicates' acceptance of professiona7l engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is fife responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS130 Ply: 2 SEQN: 688540 / T51 / FLAT 4EJB 2807-Elie "D" OL OW16 /DR Horton /4EJB 2807-Elie "D" OL DWI Qty:,1, FROM. JAH DRW: Truss Label: FTG3 Wgt 28.0 Ibs .. / _.. 08/04/17 T 1 F Loading Criteria (psi) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 2.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 plf 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. 2-2" 4,4" 2'2" 2,2" A B 3X4 1112X4 = 3X4C 2'2" J. 2-2" 2'2" 4,4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0.011 B 999 360 F 971 / - / - ! - / - 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: 0.637 /W / 6.0 / 6.0 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 I Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. F-E 11 0 E-D 14 0 No 047M Ir STATE OF V ERA. 4001 5A88FF5B8180BB7F4900992E85FB zhtritem hus.Jbcsn aMr�e a;A- ,ftd by 14�1 hbrkb=j 'PF. (n.. Lk.rATU121 on Oeda%tshawa atom wk.g a VX1 aa�Mdtartlrattcss calla. EVSated c�x�:�rxhss aiaccga�sa:�m nmtcsassiad m`gnaat's:ra�i.malad =6the 914 3sstiterrtitm esr9mnmtbt," IWMatsVdatrm L mica. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. A- F 0- 464 E- C 779 0 A- E 783 0 C- D 0 - 567 B-E 0 -709 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shiigping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafety Information, by TPI an SBCA) for sa ty 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 propfterly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint'Details, unless noted otherwise. (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of pro essionag 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 ANSIITP11 Sec.2. ® Bolse Cascade Trip BC CALC® Design Report _ J'_..._... Build 6080 Job Name: 4EJB 2807-Elie "D" Address: Lot 130 Creekside 136DC City, State, Zip: , FL Customer: Code reports: ESR-1040 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Floor Beam1BM1 Dry 11 span I No cantilevers 1 0/12 slope August 4, 2017 16:17:18 File Name: 136DCS130-Beams&Joist.bcc Description: DesignslBM1 130 Specifier: Designer: Jason Hill Company: Raney Components, LLC. Misc: cps F sr s,,,,, .'�� , ,.., ;; .?. r� „ M.d .. ,,� a�i' -^,i.�i �. �,�ey �§'i,.✓"�; . F ,,, ,,,','r', r�� �,.,v?��, 4 20-06-12 BO B1 Total Horizontal Product Length = 20-06-12 Reaction Summary (Down / Uplift) (lbs ) Bearing Live I Dead Snow Wind Roof Live BO, 3-1/2" 2,163 / 0 2,186 / 0 B1, 3-1/2" 2,840 / 2,437 / 0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load 2 Wall 3 Corner Jacks 4 End Jacks Controls Summary Unf. Area (lb/ft^2) Unf. Lin. (lb/ft) Trapezoidal (lb/) Unf. Lin. (Ib/ft) Value L 00-00-00 20-06-12 40 L 00-00-00 20-06-12 0 L 00-00-00 0 07-00-00 245 L 07-00-00 20-06-12 245 % Allowable Duration Case 15 , 110 0 91 91 Location Pos. Moment 25,313 ft-Ibs 45.2% 100% 1 10-06-69 End Shear 4,424 Ibs 27.7% 100% 1 01-07-08 Total Load Defl. U473 (0.51") 50.7% n/a 1 10-04-05 Live Load Defl. U889 (0.271 ") 54% n/a 2 10-04-05 Max Defl. 0.51" 68% n/a 1 10-04-05 Span / Depth 15.1 n/a n/a 0 00-00-00 Squash Blocks Valid % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 4,349 Ibs n/a 47.3% Unspecified B1 Post 3-1/2" x 3-1/2" 5,277 Ibs n/a 57.4% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. Al connector is required at this bearing. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (0.75") Maximum Toial load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. M 01-00-00 n/a n/a n/a n/a El 40 015A38 FF 58 81 BO B157F49 00 99 2E 85 F8 TWIitem $=l�elc { cd Zrt as Igd by} W=1 mar b=. ?E 9'�. tit. rsraazj cn �� c�,e.sfawn.atxsn.�.�zarga ssiA.a �sthasll�3i.ascaic. tsdec�%sr��ahlsdoccav�;tom"alceaesi�'xad sig��i�mlad. au1`d=-..atzthwtkafimait emi. "-t bs srj15€ dmarsgcam0c ssat IM ®BolseCascade Triple 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Floor Beam1BM1 Dry 11 span I No cantilevers 1 0/12 slope August 4, 2017 16:17:18 BC CALCO Design Report Build 6080 File Name: 136DCS130-Beams&Joist.bcc Job Name: 4EJB 2807-Elle "D" Description: DesignslBM1 Address: Lot 130 Creekside 136DCS130 Specifier: City, State, Zip: , FL Designer: Jason Hill Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d — Completeness and accuracy of input must be verified by anyone who would rely on a I output as evidence of suitability for O T O O 0 particular application. Output here based c on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered e O O O wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call a minimum = 2" c = 11" (800)232-0788 before installation. b minimum = 3" d = 6" e minimum = 3" BC CALC®, BC FRAMER®, A�STM' ALLJOISTO , BC RIM BOARD-, BCIO , Nailing schedule applies to both sides of the member. BOISE GLULAM-, SIMPLE FRAMING Member has n0 side loads. SYSTEM@ , VERSA-LAMO, VERSA -RIM PLUS@ , VERSA -RIM@, Connectors are: 3-1/4 in. Pneumatic Gun Nails VERSA -STRAND@, VERSA -STUD@ are trademarks of Boise Cascade Wood Products L.L.C. 40 01 SA38 FF 58 81130 88 7F 48 00 99 2E 85 F8 a di[t¢mfiaxLemek 3s xictl 2MI waled by M'assv lUjawm F. )a. ak_ eanW)= thduo .zfwwn abaw adng a 5w,s-a i6lt mt-Tia8c.d. Azadcep€ecc4"iie5dt4srrxxataza1101csnA&x0dxwad aatiMkd awd-tom macsihont}zad aacva(m muxf bx reHr&! m=jd=tmnk ca�rks. Gable Stud Reinforcement Detail ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Cr, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 ❑r, 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, ipn nnh WI-4 Snaad. IS' Mann Nainht. Pnrtially Fn 1-ol. Fxnesur. D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces <1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ■ (D 2x6 'L' Brace x (2) 2x6 'L' Brace x p A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10, 7' 6' 10, 7' 9' e' 1' 9' 3' 9' 7- 12, 2' 12' 8' 14' 0' 14' 0' U S P F #3 3' 8' 9' R51 6'2'7' 8' 7' 11' 9'1'9'6'12' 0' 12, 6' 14' 0' 14' 0' H F Stud 3' 8' 9' 6' V 7' 8- 7' It' 9'1'9'6'12, 0' 12' 6' 14' 0' 14' 0' o Standard 3' 8- It' 5'3' 6' 7' 7' V 8' 11' 9' 6- 10' 4' 11' 1' 14' 0' 14' 0' #1 4' O' 68' 6' 11, 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12, 9' 14' 0' 14' 0' -J S P 02 3' 10, 6' 7' 6' 10' 1 7' 9' a, 1' 9' 3' 1 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' (U D F L #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' Stud 3' 9- 5' 3- 5' 7- 6' II' 7' 5' 9' 2' 9' 7' 10, it, 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7- 8' 4' B' Ill 9' 8' 10' 4' 13' V 14' 0' U #1 / #2 4' 5' 7' 6- 7' 9' e' 10, 9' 3' 10' 7' Ill 0' 13' 11' 14' 0' 14' 0' 14' 0' U S P F LI L- #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' fl f Standard 4' 2' 6' 1' 6' 5- S' 11 8' B' 10' 5' 10' 10' 12, 8' 13' 7' 14' 0' 14' 0' O P #1 4' 7' 7' 7- 7' I1' 9' 0' 01 9' 4' 10, 8' 11' V 14' 0' 14' 0' 14' 0- l4' 0' #2 4' 5' 7' 6- 7' 9' a, 10, 9' 3' 10' 7' 11' 0' 13, 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5- 6' 10' 8' 6' 9' 1' 10' 6' to, 11' 13' 4' 14' 0' 14' 0' 14' 0' QJ D F L Stud 4' 4' 6' S' 6' 10' 8' 6- 9' t' 10' 6' 10, Ill 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' to, 10, It, 10, 12' 7' 14' 0' 14' 0' 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' S P F #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' Ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' U (I F Stud 4' 7' B' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 0 1 1 Standard 4' 7- 7' 0' 7' 5' 9' 4' 10, 0' Ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1. 5' 1' 8' 5' e' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 10' 8' 3' e' 7' 9' 9' 10, 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4- 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' C' 14' 0' 14' 0' 14' 0' i D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' li' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' .-- Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3- 11' 6' 12, 0' 13' 7' 1 14' 0' 14' 0' 14' 0' Z'Ut jL able Truss Diagonal brace option vertical length nay be T doubled when diagonal 18 A brace Is used. Connect L I diagonal brace for 600# K'45- 'L' tl at each end. Max web Brace Ile -total-length-Is 14'. - - - - - - - - - - - 2x6 DF-L #2 or r better diagonal I t Vertical length shown braces singleIn table above. or double cut (as shown) at L 1 upper end. Connect db.gona at ontB',uous Benrin1 18t�,11,Av yl� fi j+ midpoint of vertical web. Refer to chart above for w.VARNWGhw READ AND FOLLOW ALL tJ=-0N THIS DRAWING ..DPMTANTw. FURNISH THLS DRAVINO m ALL C13NTRAMM 111MLI ING THE INSTALLERS Q' `\CjGeV Trusses raqulre extreme care In fabricating, handIJnq,-shippinq, Vistalling and bracing. Refs ,to and �' 0 >,.\ Fallow the latest edition m SCSI "fiinq Component Safety all provide temporary and SBCA) for. snFety '. \- prj s no ed o he wise, top ones¢ functions. Iperty t shill provide t rat h my bradng per ESL Unless noted otherwise, top chord shall have properly attached structural SheatKng nrW bottbn d+ortl i r shall ,eve property attached N#Id "ItInq. Locations shown For permanent lateral restraint of webs _ f1 �� l� shaH have bna lag InstnUed per SCSI cectlons 43, B) or B10, as noolkable. Apply plates to each face ' - d i l I I -_Ito I l� f truss antl posltlon as shown above and on the Joint Detalts, tinl¢at noted otherwise.OF ILI_=ILi-' ILIA'-' Refer to drnwVps 16DA-Z for standard plate positions. Alphe, o dlvk,on ai IN Buadlnq Conpanentc Group Inc shall not be respms4le for arty deNation from S,,e' AN ITWCOMPANY <Hs draws, any Folura to bu d the truss h conformance with ANSI/TPl 1, or for harts shbpng, s 00 Rp hutaUntlon 6 brndng of trussec. �' � ®:'F� tiff doe 133B9 Lakefront A seal on this olrnw4,p ar cover page UstYg this drawMg, 4,mcntes acceptance oP professlorml <y � .. ��\ \\ engheerinq rosponsDMlt�y¢sIXNY for the deslgrl shown The svltabRlty antl use of this drownp any /f!y}�►,l�Y{y \l� Earth City. O63DOa5 for any strucfar ture oro information this ,Job's general norte. pngeAnM these web sites' ry'f�ylsw,e'!R;'FYsoIC \\\\ ALPINE, w►,atdneitw.conl TPY ww.toinstargl SBCA, wwmsbGndustry.orgl ICI wwJccsaFearg Bracing Group Species and Grades, Group AI S ruce-Plne-Fir Hen-Flr #1 / #2 Standard 02 Stud #3 Stud #3 IStand.rd ➢ou las Fir -Larch Southern Pineww. 03 #3 Stud Stud Standard Standard Group B, Hen -Fir #1 & Btr #1 Dou I. Fir -Larch Southern Plnewww #t #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). awFor Ix4 So. Pine use only industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 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) nails. X For, (1) 'L' brace, space halls at 2' o.c. In 18' end zones and 4' ac. between zones. )K)Wco (2) 'L' braces, space nails at 3' o,c. In IS' end zones and 6' o,c. between zones. 'L' bracing must be a minimum of 80% of web member length. 11 Gabte Vertical Plate Sizes 11 tical Len th -NO Slice Less. than 4' 0' 2X3 Greater than 4' a" but Less than ll' 6' 3X4 Greater than 11' 6' 4X4 { Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 AX, TOT, LD. 60 PSF AX, SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nrr ipn mnh Wind Snaed. 30' Mpan Hnlnht. PartlaLLv Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species I Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace N (1) 2x6 'L' Brace x (2) 2x6 'L' Brace my Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' P. 11' 7' 12' 0' 13, 9' 14' 0' US P ]J C #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' e' e' 9' 1' 11' 3' 11' 1!' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' Ill 11' 13' 7' 14' 0' O H Standard 3' 6' 4' 7' 4' it' 6' 2' 6' 7' 8' 4' B' 11' 9' B' to' 4' 13' 1' 14' 0' #1 3' 10, 6' 4' 1 6' 7' 7' 6' 7' 9' 8' 11' 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' 11' 7' 12, o' 13' 9' 14' V #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' to, 10, 13, 9' 14, 0' cu D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13, 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' S P F #3 4' 0' 6' 7' 7' 5' 8' 4' e' B. 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' U Li Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' 0 t� F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' to, 4' 11' to, 12, 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 1 8' 7' B' 11' !0' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13, 3' 13' 9' 14' 0' 14' 0' #3 4' 1' 5' Ill 6' 4' 7' 11' e' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Q1 D F L Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' S' 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' Ill 0' it, 9' 14' 0' 14' 0' 4 #1 / #2 48' 7' 11' 8' 2' 9' 4' 9' 8' to, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' LD U Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O H F I I Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' t!' 5' 13' 7' 14' 0' 14' 0' 14' 0' X S P #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 8' 7' 11' 8' 2' 9' 4' 9' e' 11' 1' !1' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' ON D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' i' 6' 5' 8' 1' 8' 7' 10' 11' 11' 5' 12' 8' 13' 7' 14' 0' ` 14' 0' able Truss Diagonal brace option T vertical length may be doubled when diagonal 18' brace Is used. Connect L diagonal brace for 690# I �el 'L' at each end. Max web Brace total length Is 14'. 31E31E I 2x6 DF-L #2 or better diagonal T I Vertical Length shown braced single 8, In table above. or double cut L 1 45• (as shown) at upper end. Connect dingon.1 at midpoint of vertical wek Q &LMNg AN ITWCOMPANY 13389 Lakelronl Drive + E 181 City. Mo 63045 I/ / / / Continuous Bearing IIW�I Refer to chart above for max g�+AySeLlu'r(Nay leng www"Vi'laws READ Alm FOLLOW ALL NOTES IN THIS DRAVINM oDMTANTww FURNISH THIS BRAVING TD ALL CONTRACTORS INCLUDING THE INSTALLERS,\.•✓ i�a� Trusses require extreme carest fabricating, handling, s,lpphg, installing and bracing Refer to and w�\ y+_LIV tt� Itow the lateedition of SCSI akitding Conpanent Safety Information, by TPI and SBCA) for safety �`��.•!! sal♦ l7 octices prbr to performing these functions. installers shall provide temporary bracing per BCSL less note otherwise, top chord hall hove properly attached structural sheathing and bottom hard _� NO all have properly attached rigid ceiling. Locations shorn for permanent lateral restraint of wets — all have bracing Installed per SCSI sections 63, B7 or 810, s applicable. Apply plot.. to each face truss and F—rd- s shown above and an the Joint Detalis, Mless noted otherwise. _ R fer to drawings 16OA-Z for standard plate positions. 1pine, n division of ITV BulltMg Components Group Inc shall not he esponsible for any deviation from ATE OF A Is draring, any fa0.ure to bu0d the truss h canPormnnce with ANSI/TPI 1, ar far handling, shipping, .Q � 'tallatbn L bracing f iwi.ea �,'.�O (O �ny�. Vy� A sent on tltl.. d�owhg tx• saver pose llstbg !Ns dndwhg, indcates newPtnnce of proFessbrgl V gheerbg response,Wty snlNy for tin despn sIro►r. The sultobDllY and use of this drnsbg � � ... �'�\`. r onY structure Is tNe responsb0.lty of Nina Bu0.drg Deslgntr Per ANS[/iPI I Sect. � �E{1; _ Z For more Inforntbn see this .lob's general notes page and the web sites, Bracing Group Species and Grades, Group AI S ruse-Pine-Fle Hen -Fir #1 / #2 Standard #2 Stud #3 Stud P. Stonderd Dou las Fir -Larch Southern Pinewsr #3 #3 Stud I Stud Standard I Standard Group BI Hem -Fir #1 L Btr #1 Dou to Fir -Lurch Southern Plnewww #t #1 #2 #2 1x4 Braces shalt be SRB (Stress -Rated Board). txFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Goble Truss Detail Notesi Vlnd Load deflection criterion is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load), Goble end supports load from 4' 0' outlookers with 2' 0' overhong, or le' plywood overhang, Attach 'L' braces with IOd <0.128'x3.0' min) nails. X For <0 'L' bracer space nails at 2' O.C. In 18' end zones and 4' o.c. between zones. 11(ik'For C2) 'L' braces' space nails rat 3' o.c. In 18' end zones and 6' o.c. between zones. 'L• bracing must be a minimum of 807. of web member length. Gable Vertical Plate Sizes Vertical Length No S lice Less than 4' 0' 2X4 Greater than 4' 01, but I 4X4 less than 12' 0' * Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT. LD. 60 PSF SPACING 24,0' Reinforcing Member Gable Truss 4 Nnll NnIts Spaced At 4' o.c. Gable De-tai� For Let -In Verticals Gable Truss Plate Sizes )proprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of apped plates to span the web. 2*2X4 2X8 rroviae connections for uplitt specitiea on the engineerea 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 Nails, 10d Common (0.148'x3',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, A40015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030EN➢101014, A20030PEDIDID14 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End -mall 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. /eb 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 Goble Vertical = 24'o.c. SP k3 'T' Reinforcing Member Size = 2x4 —'T­nr—aTnrrunao rrrr. aTvw_�� = a (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L.30 x 8' 7' = 11' 2' wARNU4" READ AND FOLLOW ALL NDTES GN THIS DRAVDRw oDD' UNTO FUNSH THIS BRAVING TD ALL CONTRAMMS MMUDDM THE DiSTALLER& [� T /1 " �„ '1� A ''4� REF LET -IN VERT Trusses req." ..tram. care In fabrkating, handing, shipping. Installing and bracing. Refer to and fella. the latest edtion of SCSI ®uddng Component Safety Worhation, by TPl and SECA) for safety `����� \re �� �J j' '�i �� � ` DATE 10/O1/14 practices wbr m performing these functions. 1—taunre shdl provide temporary brna I per SCSI Unless noted otherwise, top chard stall have properly attached struct'rnl sheathing and bottom chord S * DRWG GBLLETIN1014 P7 (ff��� f��• shall have a properly attached Hold c Aing. Locations shown far pernanent lateral restraint of webs shall have brecl Instaged par SCSI sections S3, B7 or 810, as applicable. Applyplates to each Face - d II 1L-11�11�\ il� It LF- IUI \VVI of truss anal position as shown above and on the Jolnt DeWRs, uMess noted otherwise. Refer to drawees l60A-Z for standard plot. positions. AN ITWC30MPANY Alpine, a dvision aP ITV Buddn Components Gro�p Inc shall not 6e respansDlle for ony deviation from this dewing, any PaDure to btl�tne truss m canfarnance whin ANSVTPc , ar far handtag shpdre = = S . TE OF M$X. TOT. LD. 60 PSF Installation 6 broce,g of trusses, A sent on this droweg or rover pnga Dstbp this drnw4Pp, 6'dlcntes ncceptonar of professional ring resp�s�Wty adely far the shown TM sWtebtlty vw Lee of this ara.6g y Eudtl4q 1 '�. 'O -; Act@ �:� i O `v.,��J UR, FAC. ANY Par one sirrsWeW b f}le responabAky of tl�e Des7gncr per ANSLTPI Sec2 (� MAX, SPACING 24.0' Earth Cake ry' MO 63045 For nor. Information see this Job's general rotas page and these web sites, ALPINE'—4totneittr4on) TPD www,tahstorm SBCAv www.%W1AdustrvAm ICG rew2ecsafv.oro �'..`.Q[),� _ _ llJ�\ 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. XX Attach each valley to every supporting truss with, (2) 16d box (0.135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = L00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates, Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 607 length of web, same species and grade or better, attached with 10d box (0,128' x 3,0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with+ properly attached, rated sheathing applied prior to valley truss ' Installation. Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. xxx Note that the purtin 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'. 2X4 / 4X4 12 3X4 Valle j� I — � f 12 Max. I— Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip --- 8-0-0 Max —I Bottom Chord Bottom Chord End Detail Joint Detail Valley Vall 4X4 Toe -nailed / •a SQa 20-0-0 (++) -I Supporting trusses at 24' o.c, maximum spacing. mVARNM- READ Alm FOLLOW ALL N= CH THIS BRAVING \.� -.O�l- 11/dsg j fiy!i,+ TC LL 30 30 40PSF REF . VALLEY DETAIL -WaRTANTn FURNISH T= DRAVM TO ALL. CONTRACTDRS DCLUXIM THE OISTALL MS. Trusses reqLdre estrene care h fobrkotbg, handltng, shipphg, lnstolUng and bracing. War to and �.1;. ({r � f. . �C DL 2iJ 1S 7 PSF DATE 10/I)1/2014 follow the latest edlUon of BCSi <BWldhg Conponant Safety s lnforn4 ide, by TPI and SBCA1 iar soFely ,i , \ f -..i oil °! p�rcelkea prior to perforntng these furctlore. tnatalters hall provlde tenpornry b-.h per =1. .:\ y ' Wd s noted otherwise, top chord shalt have properly aitoclxd atructwnl he.thkhg n Batton chard _ 1c'� BU DL 10 10 10 PSF DRWG VAL160101014 shall have a property attached rlgltl e.I0ng, Locotbns .9,.n far permanent lateral reatrolnt of bs _ shall have bracing hstall.d per SCSI seclkr,s H3, B7 ar B10, as epp!kable. AppIy plates to each face d � ce trws a d. Pashto ae for above and an the btnt Detana, uAesa was oiherwso. = 40 / Be LL 0 0 0 PSF RtFor to tlra.p wi ion .. Far tu.- plate positions. „� Alpha, a rbWon of ITV Bdtddkhya Campon.nts era.,�pp Trc. ah.It not be redponslbt. for any de.lnamh Fran _ I IdTP OF TOT, LD, 60 55 57PSF MI11\N OOMPANY this droving any faaun to but, the truss h cw ornance with ANSI/TPI 1, or for hardlkq, shipphg, Inst.ltatbn L bracing of t1US890. S -V, , A soot an this daeing or cover page Usthg this drawing, khdcates occeptonce a4 prat"Slond Map re solely for` ttx drstgn `Faro. The suttobOty ee 1 use of this �•hD �� l /+ (j `t` UR.FAC.1.25/1.33 1.15 1,15 For nnyo siructhreM1. the rosporhsmaltY of the BWdkp OeslWlar' per MLSI/fPI 1 Ser2. i� /S` rT f!�.;,�' 13369 Lakefront Drive For none hfornntlon sea this Job's general rotes page and these web sites %,, �•„�(l hVG� ��� SPACING 24,0' Earth City. MO 63045 ALPINE, w t0velt.- TPI, netoinstoro, SIM ensbcWWstry..rg, IM WWI Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg located anywhere in roof, Exp C, Wind DL= 5.0 ppsf (min), Kzt=1.0. Or 140 mph wind, 30,00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restraln 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 toads, xw Refer to Enolneer's sealed truss desion drawino for oloavback and base truss soecificatlons. Detail A I Purlin 12 Up to 12 F7 4' 2' 2' Spacing = 24' o.c, or less O.C. max 4' 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 Walled to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails <0.128'x3') at 4' o.c. 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.5'), Up to 12 V ' I I 4' Purlin Sparing > 24' o.c, max Top Chord Scab (Typical Each End) Chord Fiat top chord purllns required at Depth both ends, purlin spacing > 24' o.c. Note- If purllns or sheathing are not specified an the flat top of the base truss, purllns must be Installed at 24' o.c. max. and use Detail A. -VARNDQ-- READ AND MJJ1V ALL NOTES ON THIS DRAVM ♦♦♦� 4' -IWMTANTcw FLR M TM DRAVING TO ALL CONTRACTORS IRCLUBING THE INSTALLERS Trusses require extreme care In Fabricating, handling, shipping, Installing and brocimg Refer to and C folios the latest etlltin.- of B.1 (Buildmo Component Safety tnfarnntion, by TPI and SHCA) Far safety .♦, g V�CE t♦ practices prior to p rfornh9 these functions. Instnllars droll provldw temporary braWg per BCSL llnl cs noted otherwise, top chord hall hove property attached structural sheathing and bottom Nord — N �- shall hove n properly attached rigid ce8lne• Locotlons sinwn for perewr-errl lateral restraint of ebs oU have bradng Installed�. chat per eCSl sections 83, B7 or 81g, as nppllcoblo, Apply plates to each face = Ill�,l rl 'ice of trust and ppoosalon as shown nbovr amd on the Jolt Delass, unless noted otherwise. Refer to drawMgc 168A-Z far standard plate positions. Alpine, a division of ITV Building Components Grouupp Inc, shalt not be responsible for an devintlon from AN 11WCCdvIR4NY this draw! g, any fa8ure to build the truss in =Iarnance with ANSI/TPI 1, or for handl ng, swppt-Q, 7a -P, AT ()it Instaltotbn IL bracing of trusses. s, A seal on thla d`awing or cover Inge Usting this dr..Ing, Imakatea acceptance of professional +°s j� (�, enobeerYg respo-w.ibAlty .hilt for the desion shown. The su1Wb41ty and use of this d .ft Oy,, N 'off /.. Pot any structua Ic tha respor�Ylty of the �d4g Resigner per. ANS[/TPt 1 Sec2.e 'V 1338g ity,M n-Onve For note Information see this job's eneral notes ppaad� rA Earth City,M063045 ALME- wwwalainatte.com- TPI- www.tolmst. - SBCA- wc.slx6Wustrv.or. ICG rcr cesoFaaro er'' �"©r1t�l ,✓'. Y11.a�-'tt�� Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 #3 grade scab (I side only at each end) attached with 2 rows of IOd box nails (0.1281x3') at 4' o.c. Attach purlin bracing to the flat top chord using <2) 16d box nails (0.135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the following- (1) 3X8 Trulox plate attached with (8) 0,120'x1.375' nails, (4) Into cap TC It (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. x 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' naps 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 @ 8' o.c, with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face). Attach_@_8' o.cwith_<6)_l0d_box_naRs10.12B'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c, front to back faces. 28PB Wave Piggyback Plate One 28PB wave piggyback plate to each face @ 8' o,c. Attach Eeeth to pig% back at time of fabrication. Attach to supporting truss with <0 0.120'x1,375' 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 Hip Frame Details Hip Frame 9 I'R Lthed Use this detail ASCE 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame Hip frame - provided by truss manufacturer, is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated, Flat top ASCE 7-05, 140 mph, 30 Mean Hgt, Partially Enclosed, Cat II, Exp .C, or chords of stepped hip system must be So, Pine lumber, ASCE 7-02, 140 mph, 30 Mean Hgt, Partially Enclosed, Cat II, Exp C, Structur anels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hi0,11, ���0%rLins, -VAPNBXra READ Arm FaLow ALL NDTES ON THIS DRAVINO wwBI WANTws FUMM THIS DRAWM TO ALL CONTRACTORS MCI.UB3NG THE INSTALLERS. ��'- GE� /� SC REF HIP FRAME DATE 10 �01�14 Trusses quire a item care In fabricating, handlino, shipping. InstaLll and brodng. Refer to and ��`~� �, �,�` s follow theIatost editionof SCSI (Bufttsng Component Safety Inforwtbn, ay TP[ and SBCA) For safety gdices prior to perfornlnp chase iunCllonS. Installers shall provide tenporory bradrp per BC 3. ear .btea atherNae, tap shard rnou have properly attached-atrucSural sheathtlno and bottom chard _� NO 1= = DRWG HIPFR1801014 r small have n properly attachetl rigid coAl g. Locations Shown for Interot rostrabtt of webs, _ J �I',^1� a I��LL��JJ�1I vgb—nt to each face j or Beg, as op pgcsbto.no Apply ptutevotherwise. rhnll hove brodng hn ass per BLSI sections the aF trues nrv! position as shorn above and on the Joint DelaAs, unless rated atmerw�se. _ S,TAiE OF Refer to drawings 160A-Z for Standard plate positions. Alpirc, a divbbn of [TV Building Components Group Inc shall not be responsible for ony deviation From -O fJS, �i AN fr WCOMPANY this drawing. any fn0ure to bu0d the truss In conFornnnce rlth ANSLTPI 3, or for g, Shippig, Natnllatlan L bracing of lrurees. A seal on this drarig or cover Usting this drawl g, ixYates acceptance of professional r. page en� spwrsgeUty sdelra"y ItY de d+o Building llorlgnar I Sect � for !wa is tie BY.f 333Bg Lakefronl Drive Earth City,MO G30A5 an PeryNLSLTPI For more lmrormatlan see this job's general notes page and these web sites. ALPM —1pilaitw.comi TPL evAtpinst.mgl SBM wrw.Sbclnd-tryorg, ICO wrelccaafeorg . 1I1� IeNeulelllutln CLR Reinf orcing Member Substitution This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement or scab reinforcement. Alternative .reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 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 2-2x6W 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, 0* Center scab on wide face of web. Apply (1) scab to each T-Reinforcement Or T-Reinf. L-Reinforcement: or L-Reinf. Apply to either side of web narrow face. Attach with lOd (0.128'x3,0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. T-Reinf, L-Reinf, Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) nails at 6' o,c. Reinforcing member Is a minimum 80Y of web member length. Scab Reinf, "VARNINMO WAD NO Fai AM NOTES IN ■■INpMTANT" r THIS WAVING M ALL CONTRRAC'n= THIS � aSTALLER& .t`N� 5e . �,Q�`'��,� TC LL PSF REF CLR Subst, Trusses require extreme toga In fabricatkng handling, sWppkng, lnstnleng and bra.N. Refer to and `�� Q® A/ ��� TC DL PSF DATE 10/01/14 foil*, I lot., erDtlon of I Ili d, Component Safety information, by TPI and SBCA) for sofety /f��C Macute. prbr to performing these fnmctlons. Installers shot[ provltle tat W.drg per BCSL `�� L�V CrrY ess noted otherwise, top chord shag have property attached structural hfttNnp and trottom chord _ ll �1� C DL PSF DRWG BRCLBSUB1014 v shall hmve a properly attached Aoki CC Loeattone shorn for permanent lateral restrnvt of rebs �7 shall have brnUng Inztaded p.r BCSI s.cVons 113, B7 or B10, as oppltcable. Apply plates to each Paca A a 11 Il_J1� Ih of truss and Poalgon os shorn above and a the i os. Detoes, unl.ss noted other.lse. = /( $_ C LL PSF 11`�=IUr=1 Ilt�s Refer to drarings 160A-Z for standard plate Positions. Atpl,., a dl.hdon of ITV BuREing Components Group Inc shall not be responsible for any devlatbn fr.. SOT, LD, PSF AN MOOMPANY this drawing, any falure to build the truss in confornance with ANSI/TPI 1, or for h*naVn& sheppkng, T_ OF Inst.B.tkxn L br hV of trusses. A seat on this droving or cover pa listing this dr.WQ. kdc.tes .--pt.n<. of pref.-Ionat � 9 Q mir"q r«par tuty solely for t nc design shorn. The sWtaW y and Me of this dra.rg +� � DUR, FAC. 13389 Lakefront Orive for any structure Is the responslb0lty of the &ddkv Designer per xsl/TPI 1 Sec2 I'1 � Earth City, Moe3oas ALPINE w 1o"t xu TPi: mMstom ZBCN rrrsbcIndu tryorni CP n,Ic saf.arR 6°age 1 /r�Ah., wcdi m�8� SPACING — 111 111 auo•aiw]]raaa 'MI Io4vxu%Snpul]gs•aa. •v3ss f&ro•isutd;•■aw .rdl tuo]•a}lauldlo'aa■ �3M nV xvw .0'#Z 1JNIOddS 1Yp1Y y{�p/ llihl isa}Is qaa asaya pull aftd sago lwwaa s•gor sM aas ooglujul uo; solin On'1410 uus3 aka` i 1 Y Py i� Ira 64P11nH d AIH9fsuodsa.+ sl a+M]n,4s ! a^uO lUo�ia�ei 6BCEL Q�S hy� g•]_ s ,g, ISW uad 4aue aka o atp RuD ao (S sFl> io asn Pw RalwaaRs a41 wWs uelsaP aH> .roi RNlos R11YNswdR* Blqus. 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MAX., OR SEE NEXT OPTION, - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH), w APPLY REQUIRED BRACING (SEE BELOW). - ❑PTIONAL 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 ❑RIGINAL 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 THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. SPACING AND 10PSF MAX, CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET DO NOT USE THIS DETAIL FORT STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS. LOADS IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME, DRAG LOADS CONNECTED TO THE FALSE FRAME. TOP CHORD APPLIED FALSE FRAMES, LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL, VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'), FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT C❑NDITI❑NS. BRACING REQUIREMENTS MAY I 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 RED, - 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 BL - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE ANE 8d NAILS (0,113x2.5') 2 3' D.C. AT THE FALSE FRAME HEEL JOINT IF BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING (0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD TRUSS ATTACHED WITH 4 NAILS), PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER ono TU17 I ATCcT vrt]PTnhn nc Af,1C'T iTDT FACE ONLY), .,_,__ WARMNCtla READ AND FOLLY ALL NOTES IIN THIS URAVDN3 rsDl MTMT— fW1191 nO DRAWING TO ALL CENTRACT13tS BKWDIW THE WTALLERS. Trusses require extrene care In fabricating, handling, shipping, Installbp and bracing• Refer to and Follow the latest erstlon BCSI ®ulrLng Component Safety InPortntlon, TP[ SBCA) for of y and safety to these Functions Installers snail temporary I BCSL pprraactices pMor performing provide ucft par Unlasc no otherwise, top Uord shall have property attached st_turat chentYtlng and bottom cho shall have a properly attached rlod celin9. Locntbm sham for pernanent lateral restrulnt of web: d �1-�.1�f� 11� 1�U I 1�1�\`V'l l V o.houf have h oci installed per BCSI and on 23, Joint or DIO, a. unfessbno Apply plates to each face of truce abr posltinn a l chom ahova mtl on tho7or DID, as aHacs le. A y plate Refer to dravhgs 16OA-Z for standard Rlnte positbm, JUI IIWCOMPANY Alpine, a olvlsion of ITV Bu0.ding Components GmLv Inc. shall not be responsilge for my d vl4ttion Fr this droving, any fafture to buftd the truss In confornance with ANSLTPI I, or For hndLbg, shipping, InstallatIon 1. bracing of trusses. A seal on this drawing or cover page Usthg this droving, buicates acceptance of professbnal far the des, shown 3M saHa6Eity arxl uce of this drawhq 13389 Lakefront Or!" for arry�ls thasdely Y of tha Buxrsrg Designer per ANSL/TPI I Sec& Earth City, MO 63045 For more Inforinetion see this Job's general notes pope and these web sites ALPINE. www.alpineitw.ccml TPp mtoInst.orM SBrA rwwsbcMtlustrvara IC0 w Jccsafe.arp GAUGE OF AN 18' WITH (ONE REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 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, ❑r 140 mph wind, EXP D, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind DC 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 (0.128ex3,0', min) nails at 8' o,c. plus clusters of four nails where shown in figure below 00, N❑TEI #2 is the minimum lumber grade allowed for all species N❑TEI Add 210# uplift (max.) to reported truss uplift for wall connections. vARNM[Bw■ IEAD AND FDLLDv ALL IIDTM IN MS DRAVDBa `° J`G" .w,o/�''�� TOTAL TOP CHORD REF 2X4 SCAB ❑,H. ww[Kp�2TANTo FLMSH TM ➢RAVING TG ALL CUNMCMU INCLUDING THE DiSTALLERS. �` Trusser requtrw ..treme [ore In fabri-ting, hand&Q, shipping, InstalUng and bract% Refer to and `:�t�� �GENgF �''� LOAD NOT TO DATE 10/01/14 follow the latest edition of BCSI ®ufl Component Safety Infornntlon, by TPI and SBCAI for safety ` a'��. EXCEED 40 PSF Practices prior to performing these Functto Installers shall provide tenparoryy MnGng par BCSL Unl ss noted otfierrisw, top chord shall hav properly attached structurnl aheathing and bottom chord �Q (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 shall have a properly attached rleid ceR4,p. eLo[atbns aho.n far permanent lateral restraint of webs d L�O stall have bracing Installed per BCSI ..[boat the HT or BIB, lls appiksbl. Apply plates to each face I LP of truss nM ppotltWn as stwrn above and on the Jaht BIC, " uNact noted other.ise. Refer to drarings 16OA-Z far standard plate positions. CJ � CtF Alpine, a dvision of ITV ButdnQ Components Grokp Inc shall not be responsible for any devi.tl- from (' AN RW COMPANY tMs drneh.g any `,.Wre to bind the truss In conformance with ANSI/TPI 1, or for hn an shipping, �. '0 inttallatbn L bracin0 of truss... / y� A seal on this draeft or cover page Ustft this dro.hg, Ndcates acceptance of profes:loral i ���e'� .ngawert,g re y sorely far the design shown. The s.itoWlty and use of thts drawing h, ��® DUR. FAC. 1,15/1.25 for nhy struet,re tlw resparlsbillty of the &a** ➢wiener per #MCI i 1 Sect, Eadn CityeM013,89 La 63H45 Far more on �'fPiv+wti.�Yci �aeSercl nat.b[4�i�@tr .or e& eb siteenfva �4yty 'Q�A�'�aaa`��! SPACING 24' ALPINE, rww.nl tp D Y e �'D 11 LE O1 12 (2) 16d TOE NAILS 1 VARIES OPTIONAL SCISSORS BOTTOM CORD i �— (2) 16d TOE NAILS 8-0-0 MAX. SPAN F E TYPICAL END JACK (Ed) N.T.S. E tz (4) 16d NAILS I VARIES � See Connection Detail OPTIONAL WEB CONFIGURATION 11-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) N.T.S. TYPICAL CORNER SET INSTALLATION TYPICALLADING (P.S.F.) i Mt-. SHINGLES: TOP LIVE LOAD: ! 20 20 TOP DEAD WADI 15 7 STRESS 'INC . I'25 1.25 WIND DESIGN: MI 160 MPH PER ASCE 7-10 MA 2- 4" O.C. i **WARNING** Read & Fdllow all notes on this drawing. Furnish this drawing to all Pontractors including the installers. —(4) 16d NAILS See Connection Detail J TOM Nails 4" O.C. staggered TYPICAL CORNER SEf LAYOUT N.T.S. 12 _ B vARIEs {4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. 6�ii�igTBygOP ® N0 4 a c. STATE OF . u✓> o a o� 4.0 R 1P.•N ®eo "R i li , MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 STR❑NGBACK BRIDGING REC❑MMENDATI❑NS I BUTT STRDNGBACK BRIDGING TOGETHER 4' —Q' ATTACH SCAB WITH IOd BOX/GUN 4' -0. 2x6 (0128'x3.01) NAILS IN 2 ROWS AT SCAB 6. O.C. NOTEI IN LIEU OF SPLICING AS SHOWN, LAP STRDNGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRDNGBACK BRIDGING SPLICE DETAIL NOTE, Details 1 and 2 (2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAB S AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRDNGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3,0'> O NAILS. are the preferred attachment methods ATTACH STRDNGBACK TO O WEB W/ (3) lOd COMMON. (0.148'x3') NAILS OR (4) 10d BOX/GUN / 128'x3A') NAILS l A STRDNGBACK BRIDGING SPACING REQUIREMENTS Up to 10' None required W to 20' 1 rov !at center of VW 20' tD 2 rms 0 at each 1/3 30' to 4 3 rms 0 at each U4 ) Byer 4(Y Spam rms at BF ac pdiW /ATTACH STR<3VCiBACIC TO BOTTQ4 CHORD WITH (2) #10 - 3' SCREWS STR❑NGBACK BRIDGING ATTACHMENT ALTERNATIVES All scab -on blocks shall be a minimum 2x4 'stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' 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 detalls, 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), .,�T,� �WM m A"u UK DOTS, xxunz4r �„ o Ff/'O4 TC LL PSF REF STR❑NGBACK DATE 10/01/14 Trusses "gAre extreme core In fabricating, hnndlkg, d**Irg, InstW& and brac4rp Refer to and fpo�llow the latest edition of BCSI cBildng Component Safety Infornatto, 6y TPI and SBCA) for safety ,�,� ��O Hss• *,t'.a%s TC DL PSF sh It rovidi de to Shenp �r BCSL arar Unlesscr�otedlor to p r � tithe staidchnve wd hattom hord «r. • tea 0e71r2 =*> 'i z ti propertyllers g shall have a property attached rkld celing. Locations shown for permanent lateral restraint of webs atoll have MocMp Mstnited per BESI sections 63. B7 or g10, ns nodk:alYe. Ap tpty platwa M each face BC DL PSF DRWG STRBRIBR1014 d �� of truss and Ppostdon as sham above and on the Joint Detals, w we noted otherwise. ?��i. �Ye'T� `)' :tv� BC LL PSF Refer to drawings 260A-2 for standard plats posltlans. M4RWOJMPiWY alpha, a dvlsion of Iry BuMn Components Grow Inc. shalt not be resparzamle for arty demfrom this drnekq any foilur•e to buad the trues In conFornoxe with ANSI/TPI L or far handling, s,,�zy T❑T. LD. PSF Installation L bradng of trusses. F A sent on this drawing or cover pape llstirg this dm-kp, hdlcmtes acceptance of puFesslrnnl enipkxeerkq �ty solely far trle dk� shown The adtW* ty and use of his draektg k ":'�''8F50.... °`O9z . ...._ .�. "" DUR. FAC. 1.00 Orlin I33B0lty, Par arty structlre the resporss Aft of t1u "a. goslpner per INSIRPI 1 Ser2 •'•,,•.•• SPACING MO Earth city, MO 63045 For more information see this ob'a &PD0 wwwnlphelta.com, TPB wwwApIns� t org) W.& notes page and these web sited .sbdrWustr� rArlu Ica w.wxasafeorg may- �^- �^