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HomeMy WebLinkAboutTRUSS1 .• -* Ilk RANEY COMPONENTS apey 19900 Independence Blvd. Groveland, A 34736 omponents Lcc one: (352)429-9429 . (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCSOO7 Printed: Mon, Oct 30 2017 iov ►nrormar►on: Address: FOR Name and License Number: ItomerName: Creekside Lot 7 Horton 3135 Tidewater Cir cdption. City, State, Zlp: BB 1828-Cali "D" LL OL Fort Pierce, FL Loa jng n orma ion. Root Loads: TC Live: TC Dead. BC Live: BC Dead: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wlud Std., Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M Pages or sheets covered by this seal from: 1 thru 27 Total 27 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A3 4 ASGE 5 A2 6 A4 7 A6 8 A8 9 A10 10 Al2 11 A14G 12 B1GE 13 B1 14 C1GE 15 C1 16 D1 17 D2G 18 M3 19 ER 20 WA 21 EMA 22 BJ5 23 BJ3 24 BJ1 25 BJ1A 26 CJ7 27 CJ3A sR I D'gitallysi9mdbyMmuel Martinez • ,�rae a n u e I Dt4:r mtathm ou= st ACES Business Repnlsentative, ou=M AND E , f ASSOCIATES P.A. a Manuel Martine; „�,r 09134119200300.100.1.1--MI 8W00 ' Twf g •K0 11 iW' r'001464CF8FE960000211F e�Oatei2017aO.3 13,0430-"W AdobAcrobatDC-1— B' 2015.00630352 No s ' .STATE OF p� �+�4 0.--» �r^n r`� r:� 1f f i+ � is `: <rl ••y„s. , :`�"�ae,;�sf ,., y '.,„„ � y� '�7°', . %3 C3 L'S7IiaS a'rz C4 �;.-✓ DEC 40 01 5A 38 FF 58 8180 BB 7F48 00 99.2E 85 FS W, lt4mwu bsen by t tarsval lvtartinur P,c R:lill7l NCs County, FL 01tw Akaw14ned zmd=atad 2&4FL.ttc..e4TLa2f tm ttim?.ala shown ab"xq taaa�a5MA.1 St. Lucie ass8icni1ra3i�casdm �... ,•� •TE�b ►'. I „., j7 A rwbtede �rtt�ea eior_ea-_.swarm mot c � ;dpp andrsal�d-` Coy and tlic5x:ait3 as:Rfienttotiaselams:zt Et<4;uifliss�p*clectraru cazp•1aa . t Page 1 of 1 Job Number: 136DCS007 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: Al T10" T10" 12 6 p M in i 5X6 C 4X6(A2) B A 112X4 F1' 7'8"11 43"5 TB°11 12' 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/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 Bat chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). 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. v 3X4 Ply: 1 I SEQN: 635692 / T10 / CC Qty: 16 FROM: AH Wgt: 221.2 Ibs 19,10" 25'3"9 31'10" 5'5°9 5'5"9 6'6°7 E=5X6 F�3X4 r(a) 5X6 G =3X4 = XB = X4 = X6 112X4 DRW: / ... 10/30/17 39'8" 7'10" u� m 0 X6(A2) l 2'0"1 _ 69"1 5'9"1 1 "1 4'3"5 T8"11 1' I4'0"1 19,10" F 25'7"1 + 2T8"" 31'11"5 + 39'8" iw Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) A Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R ! U / Rw / Rh / RL / W NA Ce: NA VERT(LL): 0.178 M 999 240 B 1650 1709 / 961 1- / 445 18.0 IIA Cs: NA VERT(TL): 0.388 M 999 180 H 1650 1709 1961 ! - ! - / 8.0 7 Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS HORZ(TL): 0.163 J - - B Min Brg Width Req = 1.9 iei / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.9 g Code: FBC 2014 RES Max TC CSI: 0.632 Bearings B & H are a rigid surface. Sid: 2007 Max BC CSI: 0.549 Bearings B & H require a seat plate. Factors Used: Yes Max Web CSI: 0.605 RTf20(0)!10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) to Type(s): Chords Tens.Comp. Chords Tens. Comp. VEI VIEW Ver: 16.02.01 D.0314.13 A-B 27 0 E-F 1108 -1899 B - C 1442 -2961 F - G 1263 -2430 C - D 1263 -2429 G - H 1443 -2952 I D-E 1108-1899 H-1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2568 -1123 M - L 2082 - 814 P - O 2566 -1123 L - K 2567 -1129 jt O - N 2566 -1123 K - J N M 2081 789 J H 2567 -1129 2569 - - - -1129 Maximum Web Forces Per Ply (Ibs) `e i� No. 04718 g , Webs Tens.Comp. Webs Tens. Comp. +wo, P - C 286 -13 M - F 468 - 735 C - N 387 - 554 F - L 483 - 204 N - D 482 - 203 L - G D J 387 - 554 °;.TATE OF ,:�� - M 468 - 734 G - E - M 1339 -714 2W -15 A(Ft. cros<ia.- "'WARNING" READ AND FOLLOW ALL "IMPORTANT- FURNISH THIS DRAWING TO ALL C a division of -i m 1, or Tor n acceptance any structure as w1jo r� -. 0.38 FF 56 8180 BB 7F 49 00 99 2E 85 FB � elscYrotticadjs3�ncd sm9 saalad fry FA��3 Mart, �S. (�aaL�asF.-92ihmwa a6:rsc u^.Saga5NlGi sia! dcnS2G'taranat::ce`siCt�ad st�nasi and •:salad >1 ai, o�raa�acede eu .a Sm a�rrit&ai cn aay�9cctmnk i ON THIS DRAWINGI \CTORS INCLUDING THE INSTALLERS Id bracing. Refer to and follow the latest edition of BCSI (Building to performing these functions. Installers shall provide temporary ached structural sheathing and bottom chord shall have a properly :bs shall have bracing installed per BCSI sections B3, B7 or 10, love and on the Join Details, unless noted otherwise_ (2efer to I sable for any deviation from this drawing,any failure to build the nd bracing of trusses.A seal on this drawing or cover pa e ig responsibility solely_forthe design shown. The suitability Job Numbe . 136DCS007 Ply: 1 SEQN: 635695 / T13 / COMN 4EBB 182E-Cali "D" LL OL/DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A1A Wgt 254.8 Ibs .. / ... 10/30/17 "7+ 0° 6"4+ 28 82 + 39 8 0+1'49 4177'116" 46 I%-4 "1" 5'2" i 7'10" E_6X12 iD 0 6(A2) L12X4 m3X6 =3X4 =6X8 1112X4 t12X4 e5X10 F1' TB"12 4'3"4 2'0"1 5'9"1 2'10" 4' 5, 7'11"15 1� TS"12 12' 14'0"1 19'10" 22'8" 26'8° 31'81 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 loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.233 F 999 240 B 1557 / 708 / 960 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.639 F 876 180 1 1557 / 707 / 959 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.124 K - - Wind reactions based on MWFRS EXP: C HORZ L 0.286 K - - B Min B Width Re = 1.8 Des Ld: 37.00 (T )� � q - NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.8 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 Bearings B & I are a rigid surface. Soffit: 2.00 8CDL:5.0 sf 9 P Load Duration: 1.25 MWFRS Parallel Dist: h!2 to h TPI Std: 2007 Max BC CSI: 0.548 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.972 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chards Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1417 -2556 Lumber B - C 1439 -2761 G - H 1754 -3391 Value Set: 13B (Effective 6/1l2613) C - D 1261 -2220 H - 1 1434 -2754D - E 1106 -1732 I - J 27 0 Top chord 2x4 SP #1 E - F 1511 -2512 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC �� B-s 2391 -1120 P-o zo -9 Bracing A� S - R 2388 -1120 N - L 2965 -1290 MA (a) Continuous lateral restraint equally spaced on ID A '� R - Q 2388 -1120 M - K 26 -12 x,sarm member. Or 1x4 "T" reinforcement. 80°k length of �• + Q - P 1897 -788 K - I 2382 -1121 web member. Same species & SRB grade or better, � t$ attached with ad Box or Gun (0.113"x2.5",min.)nails4 �# ,ra @ 6" oc. $ " ti ea Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 00 Tray Scab(s) b S - C 286 -13 N - F 214 -147 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach C - Q 384 - 563 N - G 578 -1048 scab to face of chord with: Nails @ 8" oc, plus a Q - D 458 -199 G - L 869 407 additional nail clusters at: BRG.: (0), heel: (0), 1st "' . STATE OF -'AU panel point: (0). D - P 471 -682 L - M 71 3 �+ i Wind E - P 59 - 531 L - K 2552 -1201 a, 4� E-N 2267 -1099 L-H 634 187 Member design based on both MWFRS and C&C.!+n��' N _ O 1888 -659 K - H 466 -669 Pd� it�4y 40 013A58 FF 58 8180 BB 7F48 00 492E 85 FB TM It°mtua bw xlacttatacaffif:.jsaad am1 seaiad bf N.aaazl mwttnaa, (it. 1tc.e47t821 on the data shaein abo m tong a SHA.1 auYhent5raticas c�ia. Ptiatnd cepiasafthbi da_rr.. ntwe not cwA&rad stgnrdand scaled amt d4XHAd srnitentsafL-Acoda md"st tree vErIfi2d on, aaydtxtrank =Im "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vqire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI and'SBCA) foi 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 B10, e. A fpTy plater to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. {2efer to 60A-Z for standard plate positions. a division of any its drawin any failure to build the on this drawing or cover page re design shown. The suitability Job Number: 136DCS007 I Ply: 1 I SEQN: 635697 / T1 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A3 I Wgt: 221.2 Ibs .. / ... 10/30/17 T10" T10" 12 6 o C '3x6(A1) B A P 1112X4 -13'4" L1' 7'8"12 4 f T8"12 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 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: 3.97 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/3012013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"12.5",min.)nails @ 6" oc. Plating Notes All plates are 5X6 except as noted. Tray Scab(s) (1) 2x4x0-14 x SP #3 scab at left end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at BRG.: (0), heel: (0), 1st panel point: (0). (1) 2x4x0-3-11 x SP 93 scab at right end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. 14'4'8 6'6"8 19,10° 25'3-8 3110" 39'8" E 04X4 0 F1%3X4 G (a) (a) o Hm3X6(A1) I 6 ®3X4 _ X8 e3X4 m X6 012X4 '- I 5'8" i20'8° 2'1" 6 579" 71" 4'3"4 T8"13 1' 14'1"257' 2T8" 31'11"4 39'8' Snlow Criteria (Pg,Pf in PSF) Def11CS1 Criteria ♦ Maximum Reactions (Ibs), or *=PLF PgI NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R I U / Rw / Rh / RL / W Pf: DNA Ce: NA VERT(LL): 0.040 J 999 240 B 492 / 205 / 310 1- / 445 18.0 Lu:INA Cs: NA VERT(TL): 0.098 J 999 180 Q* 317 1142 / 183 / - ! - / 68.0 Snow Duration: NA HORZ(LL): 0.014 J - - H 895 / 408 / 659 ! - / - / 8.0 i HORZ(TL): 0.032 J - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Big Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.531 Q Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.451 H Min Brg Width Req = 1.5 RepBearings B, Q, & H are a rigid surface. Bearings Used: Yes Max Web CSI: 0.695 Bearings B & H require a seat plate. FT/RT:20(0)/l0(0) Mfg Specified Camber: Plat Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 16.02 01 Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 E- F 350 -258 B - C 205 -470 F - G 516 -769 C - D 410 -109 G - H 707 -1335 D- E 342 -229 H- 1 27 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 494 - 373 M - L 596 -137 ��esaa. ° P - O 489 - 373 L - K 1117 -467 �*,'p O - N 489 -373 K - J 1117 -467 a`y N - M 640 - 670 J - H 1120 -467 W Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. la, P - C 318 - 33 M - F 484 - 707 may,, C-N 423 -637 F-L 486 -221 . ° N - D 574 -1077 L - G 404 - 599 D - M 669 - 267 G - J 298 - 20 E-M 70 -151 'eni"t- 4011 Thtt Itam PE (R. W ar+62fvt 5r �los. **WARNING- READ AND FOLLOW ALL "IMPORTANT•* FURNISH THIS DRAWING TO ALL C a division of ,irf i,orrorn acceptance any structure as 5B 81 BD BB 7F48 00 99 2E 85 FB cttaar�a ys&�nadand =afadbyrducel6eartinrs, tba daxa sfwwn aM.avm tr.�ig a SHAG dmLr-,=am not cmn-Jk ad skned sntimlad ,oegm cod¢n�t be varifad m aaydmitoak ON THIS DRAWING! ;TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the latest edition of BCSI (Building � performing these functions. Installers shall provide temporary :hed structural sheathing and bottom chord shall have a properly s shall have bracingg installed per SCSI sections B3, B7 or 10, ive and on the Joint Details, unless noted otherwise. (2efer to isible for any deviation from this drawing,any failure to build the ind bracing of trusses.A seal on this drawing or cover pa e. responsibility solely for the design shown. The suitability Job Number: 136DCS007 Ply: 1 SEQN: 539422 / T11 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: ASGE Wgt: 361.2 Ibs Page 1 of 2 1 ... 10/30/17 T1094 14'4'8 19'70' + 253'8 + 31'9R T70'145'S'8 5'SB 55'9 T70'14 S- cm. 1.4»I 1.-9w -.I i 1T8' S' 1' TB'13 B'3'3 570' 510' 6TW 1' �' TB'13 14' 19'10' 258' 31'17'4 39'8' Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 D Des d:: Mean Height: 15.00 ft .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: not in 4.50 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 :W4, W7 2x4 SP #1: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NP Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defi/CSI Criteria PP Deflection in foe Udell U# VERT(LL): 0.051 R 999 240 VERT(TL): 0.125 R 999 180 HORZ(LL): -0.018 F - - HORZ(TL): 0.040 F - Creep Factor. 1.5 Max TC CSI: 0.642 Max BC CSI: 0.462 Max Web CSI: 0.940 Mfg Specified Camber: VIEW Ver: 16.01.00F.0504.20 Plating Notes All plates are 2X4 except as noted. Tray Scab(s) (1) 2x4x6-9-11 x SP #1 scab at right end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st Bracing (b) scab reinforcement_ 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. 3 (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. m ._ Special Loads -(Lumber Dur.Fac =1251 Plate Dur.Fac.=1.25) TC- From 56 plf at -1.00 to 56 pif at 7.81 TG- From 56 plf at 7.81 to 56 pif at 15.17 TC- From 28 plf at 15.17 to 28 plf at 17.17 TC- From 56 plf at 17.17 to 56 plf at 19.83 TC- From 56 plf at 19.83 to 56 pif at 31.85 TC- From 56 plf at 31.85 to 56 pif at 40.67 BC- From 4 pif at -1.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 14.00 BC- From 10 plf at 14.00 to 10 plf at 17.17 BC- From 20 plf at 17.17 to 20 pif at 25.67 BC- From 20 pif at 25.67 to 20 pif at 39.67 BC- From 4 pif at 39.67 to 4 pif at 40.67 TC- 13 lb Conc. Load at 15.17,17.17 BC- 32 lb Conc. Load at 15.17,17.17 9 40 01 5A 38 FF 50 8180 813 7F 48 00 99 2E &5 F6 This ltarnf=bean slcclrradczlys4nad and salad try M"sssl Marttnaz, PE (a. W.0411821 onthedau shown abnsa te^.dng a SHA4 aetih anrxasids rxta, Fmtad c"ssf" dcct=cra ars not annado ad monad and xalad and ttn:s4A-S asctbcntlta{cosseoda nu t be wAfcd m=ydoctronie ray3os, "IMPORTANT•" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 489 /220 /- /- /- /8.0 BK 1387 1639 / - / - / - /8.0 AD 573 / 278 / - / - / - /8.0 V 865 /416 /- /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 BK Min Brg Width Req = 1.6 AD Min Brg Width Req = 1.5 V Min Brg Width Req = 1.5 Bearings B, BK, AD, & V are a rigid surface. Bearings B, BK, AD, & V require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp- A-B 27 -20 L-M 40 -103 B - C 189 - 464 M - N 54 -125 C-D 312 -112 N-O 51 -123 D-E 384 -167 O-P B9 -178 E - F 395 -177 P - Q 238 - 563 F-G 424 -197 Q-R 271 -612 G - H 429 -209 R - S 285 -627 H - 1 77 -123 S - T 296 - 640 1-1 45 -105 T - U 346 -704 J-K 59 -116 U-V 608 -1271 K-L 55 -130 V-W 27 -20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-AH 344 -109 AC -AB 560 -251 AH-AG 341 -110 AB -AA 560 -251 AG-AF 150 -351 AA- Z 560 -251 AF-AE 150 -351 Z-Y 560 -251 AE-AD 160 -351 Y-X 1059 -482 AD -AC 150 -351 X - V 1063 -481 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AH- C 318 0 AC-AW 365 -783 C-AI 316 -672 AW-AX 18 -36 AI-AJ 282 -625 AW-AY 348 -725 AJ-AK 302 -650 AX-BA 18 -37 AK -AL 310 -656 AY -AZ 324 -705 AL -AG 324 -684 BA -BD 18 -38 ]uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) r 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 properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, e.. Apply plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to of TPI 1; or for h acceptance any structure failure to build the g or cover pa e. in. The sui bllity • Job Number: 136DCS007 Ply: 1 SEQN: 635689 / T9 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OIL Qty: 1 FROM: AH DRW: Truss Label: A2 Wgt: 240.8 Ibs .. / ... 10/30/17 T10° 14'4"7 19' 20'8" 25'3"9 31'10" 39'8" T10" 6'6"8 4'7°9 1'8" 4'7"9 6'6°7 7'10" ;--5x8--5X6 E F 116C4 =3X6 =3X4 =3X4=3X4 =3X4 =3X6 1112X4 7'8"12 + 124 +12"15 4'191088j '5171"+ 00 11"I 2T8"12 2-0A31144 4'3"17'8"12 39'8" 1 � Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.151 P 999 240 B 1657 1710 / 964 ! - / 428 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.348 P 999 180 1 1557 1710 / 963 I - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.065 K - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ L 0.151 K - - �) B Min Br Width Re 1.8 9 q Mean Height: 15.00 ft 9 NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 P I Min Brg Width Req = 1.8 TCDL: 4.0 psf Soffit: 2.00 BCDL: 5.0 psf P Bldg Code: FBC 2014 RES Max TC CSI: 0.598 Bearings B & I are a rigid surface. 9 g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.553 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.693 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.16 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1170 -1784 Lumber B - C 1471 -2762 G - H 1290 -2218 C - D 1290 -2218 H - 1 1471 -2762 Value Set: 13B (Effective 6/1/2013) D - E 1170 -1784 I - J 27 0 Top chord 2x4 SP #1 E - F 1086 -1534 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC �i�1ilIIl�� B - R 2392 -1148 N - M 1694 -848 Bracing ��tt+ R - Q 2389 -1148 M - L 2388 -1162 (a) Continuous lateral restraint equally spaced on r `�Y Q - P 2389 -1148 L - K 2388 -1162 member. Or 1x4 "T" reinforcement. 80%length of - - �v •. '$% P - O 1894 -818 K -1 2391 -1162 web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"IQ.S",min.)nails ■ '•�,� O - N 1534 -589 @ 6" oc. 'A 1 i • w Maximum Web Forces Per Ply (Ibs) Tray Scabs) Webs Tens.Comp. Webs Tens. Comp. (1) 2x4x0-3-11 x SP #3 scab at each end. Attach las R - C 288 -13 F - N 614 -393 scab to face of chord with: Nails @ e" oc, plus 'reY a ir 0 • C - P 389 -571 N - G 474 -701 additional nail clusters at: BRG.: (0), heel: (0), 1st (0). ATE � �r P D 450 -201 G - M 451 201 panel point: 40. e +y°" D - O 474 -701 M - H 389 -571 Wind .�" E-O 614 -393 H-K 288 -14 Member design based on both MWFRS and C&C.'r' �.g•"*"+'�"� t .. MAL 40 01 5A 38 FF 5B 8180 BB 7F48 00 99 2E 85 FB Skis itetntras bemakrdrani lr *Dad and I -led by ttaocA Marttnaz, n (H.. Lic.9471921 on the d3te shovio afore a-.tng a SHA.1 auttRnticDti AOCde. pitted ctrpinoftf�sdocrrsesramnot crsideied:4d tad uealad and tha MiRrl atdbent katim coda nimt La vedUtd cn arydectraok rapies. "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSL Unless noted otherwise top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly id ceiling Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions_ a division of 1 P1 1, or for h acceptance any structure its drawin any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS007 I Ply: 1 SEQN: 635687 / T8 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A4 I Wgt: 260.4 Ibs / ... 10/30/17 I T10 14'4"8 17' 22'8" 25'3°B i 31'10" 39'B" � T10" 6'6"8 27"8 } 5'8° I 27"6 t 6'6"8 r 710" '1 E- F 03X4 D Ca 3X4 12 6 �5X6 0 5X6 C H So i7 in �4X6(A ) B I �4XL6(A2) 3 S R Q P O N M L K 1112X4 =3X6 =3X4 =3X4 =3X4 =3X4 =3X4 =3X6 1112X4 V3"4 I122'10022' 1 48. 1� 12' 19"2 411712218" 57T "2 8TT8"122 314 Loading Criteria (psf) Wind Criteria Sn1ow Criteria (Pg,Pf in PSF) Def11CSl 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 DNA Ce: NA VERT(LL): 0.150 Q 999 240 B 1557 1712 / 965 / - / 387 / 8.0 BCLL: 0.00 Enclosure: Closed Lu:INA Cs: NA VERT(TL): 0.346 Q 999 180 1 1557 / 712 / 965 I - 1- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.065 K - - Wind reactions based on MWFRS Des Ld: 37.00 Cn i HORZ(TL): 0.150 K - - B Min Brg Width Req = 1.B NCBCLL: 10.00 MeaEXPn MeaHeight: 15.00 ft TCDL: 4.2 Code / Misc Criteria i Creep Factor. 1.5 I Min Br Width Re g q = 1.8 Soffit: 2.00 psf BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.589 Bearings id surface. s g B & I are a rigid Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.561 Bearings B 8 I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep �Factors Used: Yes Max Web CSI: 0.669 Loc. from endwall: not in 9.00 ft Fr/ T:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plates Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1300 -1921 Lumber B - C 1518 -2764 G - H 1338 -2214 Value Set: 13B (Effective 6/1/2013) C - D 1339 - 2214 H - 1 1518 - 2764D - E 1300 -1921 I - J 27 0 Top chord 2x4 SP #1 E - F 1189 -1696 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B° uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/3012013 by ALSC Chords Tens.Comp. Chords Tens. Comp. B-S 2394 -1196 O-N 1683 -748 Wind 0,* IL 22391 -899 Member design based on both MWFRS and C&C. NN ao�+� a R - Q -1196 M - Q- P 1888 869 L- K 23�918 -1226 2391 s - -1226 P - O 1663 -724 K - I 2394 -1226 ' $047162.ee 0, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AM S- C 292 -13 O- F 247 -194 - ATE OF w C - Q 392 - 579 F - N 424 N-G 583 -403 432 Q-D -206 D P 432 584 G M -584 424 Ago - - - -206 E-P 583 -403 M-H E - O 246 -193 H - K 393 -579 292 -15 4001° W111mn) n VL. Lk. Aickhmtkn ?rbtnd Cq Z th43+. cm.Z.. "WARNING" READ AND FOLLOW ALL "IMPORTANT" FURNISH THIS DRAWING TO ALL C a division of any as 3, sEPJALA -F 58 81 B0 8B 7F 48 00 99 2E 85 FB okzYmaisal6/siEned N!J waled by Wwtl Martbncr, amthmdateaitaamaha usingaSNx-1 t. a dtrc-txai are nrn cansl6wad Osai and seaiad entka;irao code twat be eurlfS drat my dedronit ON THIS DRAWING! TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the latest edition of BCSI (Building :) performing these functions. Installers shall provide temporary :hed structural sheathing and bottom chord shall have a properly s shall have bracing ins fled per BCSI sections B3, B7 or 610, roe and on the Join f Details, unless noted otherwise. kefer to isible for any deviation from this drawing,any failure to build the ind bracing of trusses.A seal on this drawing or cover page ! si respor^bility solely for the design shown. The suitability a Job Number: 136DCS007 Ply: 1 SEQN: 635694 ! 17 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A6 Wgt: 212.8 Ibs / ... 10/30/17 7'10" 15' 19'10" 24'8" 31'10° 39'8" T10" T2" 4'10" 4'10" 7'2" T10" =3X4 =5X6 IO2X4 =3X6 =3X8 =3X8 =3X6 1112X4 T8"12 4'3"4 3112 9"4"8 3"1"12 4"3"4 78"12 1� 78"12 12' 15'1"12 24'6"4 2*7 31'11"4 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: 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: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member_ Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.154 E 999 240 VERT(TL): 0.357 E 999 180 HORZ(LL): 0.067 J - - HORZ(TL): 0.155 J - - Creep Factor. 1.5 Max TC CSI: 0.579 Max BC CSI: 0.732 Max Web CSI: 0.353 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 No T o S OF q SERIAL. #: 40 01 SA38 FF 56 8180 8B 7F48 00 99.2E 85 FB M4Item isasbcenalectr /sApedrOseatedbyUar.—I Martha%, F8 (n., Lk. KSita2(on the date shown abase sing a SKRIA az:th endcatieat Bade. 71aam64npaosofdysd0M1==m4n01cces7cffi d*.Cdand=Ind and t1w S75.Ail au't41an `C.WStcai vAe ms st bavu ficd m "ydatmnb <Zclos. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1557 / 714 / 962 / - / 346 / 8.0 H 1557 / 714 1962 / - /- / B.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 E-F 1291 -1860 B - C 1556 -2766 F - G 1330 -2162 C - D 1330 - 2162 G - H 1556 - 2766 D-E 1291 -1860 H-I 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - O 2397 -1239 L - K 2394 -1268 O - N 2394 -1239 K - J 2394 -1268 N - M 2394 -1239 J - H 2397 -1268 M - L 1928 -920 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. O-C 286 -11 E-L 182 -191 C - M 442 - 620 L - F 587 - 317 D - M 587 -317 L - G 442 -620 M - E 183 -192 G - J 286 -12 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS luire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herw!se,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly 1id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le_ ADDIV plates to each face of truss and Dosition as shown above and on the Joint Details, unless noted otherwise_ (2efer to a division of TPI 1; or for h acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rPl 1 Sec.2. )For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.ipinstorg: SBCA: wwwsbdndustry.com: [CC: wwwkesafe.org I Job Number: 136DCS007 I Ply: 1 SEQN: 635682 / T6 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EB6 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: A8 I Wgt: 215.6 Ibs .. / ... 10/30/17 7'10"9 13' 19'10° 26'8 31'9"7 39'8" i f 7'10"9 5'1"7 } 6'10" + 6'10" + 5'1"7 + 7'10"9 1 05X8 =3X4 =5X8 T D E F 12 6 0,3X4C IGI-��3X4tn4X6A ) B H�4X6(A2)M1 P O N M L K J 1112X4 =3X6=3X4 =3X8 =3X4=3X6 192X4 TB'13 4-3°3 I 1'6'10' 6'10" 1' 4'3"3 T8"13 V� 7'8"13 12' 13 19'10° 26'8" 2T " 3111°3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:INA Ct: NA CAT: NA PP Deflection in loc Udefi L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.166 E 999 240 B 1561 / 716 1953 / - / 305 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.383 E 999 180 H 1661 1716 1953 / - /- 18.0 Risk Category: II 1 BCDL: 10.00 EXP: C I Snot'✓ Duration: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Hei ht: 15.00 ft I HORZ(TL): 0.152 J - - B Min Big Width Req = 1.8 9 Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.8 NCBCLL: 10.00 P TCDL: 4.2 psf Bearings id surface. s B & H are a rigid Soffit: 2.00 BCDL: 5.0 f BIdglCode: FBC 2014 RES Max TC CSI: 0.617 B9 9 Load Duration: 125 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.531 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep actors Used: Yes Max Web CSI: 0.432 Lac. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi:0.18 Plate`Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F 1507 -2281 Lumber B - C 1583 -2760 F - G 1439 -2299 Value Set: 13B (Effective 6/1/2013) C - D 1440 -2299 G - H 1582 -2760 D - E 1507 -2281 H -1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2388 -1259 M - L 1992 -997 Wind 11111sh O-N 2385 -12599 K-J 2385 -1288 Member design based on both MWFRS and C&C. .. ! N - M 1992 -967 J - H 2388 -1288 Maximum Web Forces Per Ply (Ibs) % 00 Webs Tens.Comp. Webs Tens. Comp. No fi4`i6'210 . z. P-C 258 -14 M-F 400 -262 C - N 367 -494 F - L 447 -224 D - N 447 -224 L - G 366 -494 w w D- M - 409 G- J 258 16 STATE OF �a,� E - M 326 326 -409 *�W SERIAL €. 40 015A 38 FF 5B 8180 BB 7F48 00 93 2E 85 FB A1ah ltemf+as 9aictt akcrr-t+:tsaffi/s�ncd aas9 szalad 4y PAaaaze3 Martbt� ?£ (A, irc.Cd7L92f aaL>tm 2a4c drawn obawa w.tng a SHSki acthanCoam da. Pttatnd coptu alttds doe r= t=a not ctrddrand*ntd and tulad and ttsS'.kiA•2 aidhenGcattae cede ins :t La vcrifieJ rn aa•{clactrar& cuyiot.. I "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing'and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI anct'SBCA) r safety practices prior to performing these functions. Installers shall provide temposrrVy bracing er BCSI. Unless noted ohervrise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rigid ceiling Locations shown for permanent lateral restraint of Webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plate. to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. AI ine, a division of ITW Buildin4q�Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the buss in conformance with ANSIrfPI 1, to for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of profes.P I engineeringg responsibility solely for the design shown. The suitability and use of this giawi.g for any structure is the responsibility of the 8uiiding Designer per ANSUTPI 1 Sec.2. =ar more infor nation see this lab's aeneral notes oaae and these web sites: ALPINE:.nvw.aloineihv.com: TPI: www.tninst.ora: SBClI' www.stxindusW.com: [CC: www.iccsafe.am Job Number: 136DC8007 Ply: 1 SEQN: 635680 / T5 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A10 Wgt: 212.8 Ibs / .. 10/30/17 7'10"8 11' 16'10"2 21' 2 28W 31'9"8 39'8° r 7'10"8 + 3'1"8 + 510"2 f' Al4 11'8" 5'11°13 { 3'1"8 7'10"8 =6X6 1112X4 =3X6=3X4 =6X6 D E F G H I 12 6 p 03X4C I�e3X4 m 0 in 1 =4X6(A2)B J=4 33 A S R Q P O N M L 112X4 E!QX4a3X6 m3X8 =3X4 m3X6m3X4 112X4 1' 12 3'3"4 4-10"2 6'1"9 4'8"5 1' 7'8"12 1' T8"12 16'10"2 22'11"11 27'8" 28' " 334 39B" H 3 -4 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5-0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 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 #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. Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.186 E 999 240 B 1561 1718 1940 / - / 264 / 8.0 Lu: NA Cs: NA VERT(TL): 0.431 E 999 180 J 1561 / 718 / 940 /- /- 18.0 Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS HORZ(TL): 0.159 L - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor: 1.5 J Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.614 Bearings B & J are a rigid surface. TPI Sid: 2007 Max BC CSI: 0.511 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.491 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp_ WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1684 -2610 B - C 1613 - 2757 G - H 1676 - 2597 C - D 1551 - 2431 H - 1 1551 - 2431 D - E 1685 -2610 1- J 1613 - 2757 E- F 1684 -2610 J- K 27 0 -No 047182 ' ° a .0 STATE OF d Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2384 -1284 O - N 2124 -1105 S - R 23B2 -1284 N - M 2124 -1105 R - Q 2124 -1076 M - L 2382 -1313 Q - P 2124 -1076 L - J 2384 -1313 P - O 2614 -1373 00 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp- S - C 231 -19 G - O 2B3 -33B C - R 331 -411 O - H 660 -407 D - R 398 -259 H - M 394 -257 4, D-P 671 -416 M-1 330 -410 E - P 278 - 334 I - L 233 - 20 P-G 114 -111 40015A3$FF5381B08B7F4800992E85FB Thh 3tmmtvas treuc clmrlt js#Snmd and uaWby Va..d Marftw, M,(ft, Lk.0471921 an be datespawnabar utinga SHA4 autherit taiimcode. ftwedcrrpias,afthkdoc�.tarmaot=Ad=dvgnadz dxalmd and the •k asdnScnGtaSiarcmo;fcnsst be vadfied camjdmtrmnk =Inx. "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 anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly �id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions - a division of -i w 1; or for nar acceptance of any structure is its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rPl1 Sec.2. Job Number: 136DCS007 I Ply: 1 SEQN: 635678 / T4 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: Al2 I Wgt 211.4 Ibs .. / ... 10/30/17 fi 0 a =4X6 7'8"12 9' 14'2"15 1V T8"12 1'3" 5'2"15 4'9" =3X4 D=Gva E �9 �0" 25'5"2 30'8" j31-1 10S 57"2 F 5714 11,3 =-3X61112X4 =3X4 =-5X6 F G H I 39'8" 7'8"12 PPPI �IPAAF ROW %1.I I S R Q 3X4 i--3X6 3X4 7'10"8 4'1"8 11'11 T10"8 12' 113'11 P O N M s3X8 m3X4 o3X6 m3X4 5'10"9 6 0"10 1 1,11"6 4'1°8 19'10" 25'8"10 27'8" 31'9°8 fl Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg.INA Ct: NA CAT: NA PP Deflection in too Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt •Ce: NA VERT(LL): 0.243 G 999 240 B 1560 1720 /921 / - 1223 /8.0 BCLL: 0.00 Enclosure: Closed Lu:JA A Cs: NA VERT(TL): 0.560 G 843 180 K 1560 / 720 /921 / - / - /8.0 Risk Category: IIBCDL: 10.00 SnoDuration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(rL): 0.171 M - - B Min Brg Width Req = 1.8 Mean Height: 15.00 ft I K Min B Width Re 1.8 NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 r9 q TCDL: 4.2 psf Bearings B & K are a rigid surface. Soffit: 2.00 BCDL: 5.0 sf BIdglCode: FBC 2014 RES Max TC CSI: 0.566 9 9 p TPI td: 2007 Max BC CSI: 0.557 Bearings B & K require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: hl2 to h Spacing: 24.0 " C&C Dist a: 3.97 If Rep Factors Used: Yes Max Web CSI: 0.601 Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi:0.18 PlateIType(s): Chords Tens.Comp. Chords Tens. Comp_ Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A- B 27 0 G - H 2O30 -3245 Lumber B - C 1644 -2765 H - 1 1869 -2950 Value Set: 136 (Effective 6!1/2013) C - D 1812 -2718 I - J 1811 -271B D - E 1870 -2951 J - K 1644 -2765 Top chord 2x4 SP #1 E - F 2030 -3245 K - L 27 0 Bot chord 2x4 SP 91 F - G 2030 -3245 Webs 2x4 SP #3 Lumber value set "1313" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSO Chords Tens.Comp. Chords Tens. Comp. Wind B - S 2393 -1311 P - O 29B3 -1621 Member design based on both MWFRS and C&C.►' ,r,dlr S - R 2257 -1186 O - N 2257 -1215 ' R - Q 2257 -1186 N - M 2257 -1215 ar* ' Q - P 29M -1611 M - K 2393 -1340 ar �. No 047182 , Maximum Web Forces Per Ply (Ibs) ar Webs Tens.Comp. Webs Tens. Comp_ C - S 406 - 330 P - H 337 -192 I , S - D - 428 H - O 941 - 524 STATE 'O �l D - Q 941 941 -561 0-1 941 -561 0. '"di * i Q - E 380 - 524 I - M 491 - 428 E - P 337 7191 M - J 406 - 330 G-P 233 -309 D1 »d 014 ctVlos. "WARNING" READ AND FOLLOW AL "IMPORTANT- FURNISH THIS DRAWING TO ALL quire extreme care in fabricating, handlin shipping, in: [ Safety Information, by TPI an7'SBCA) toy safety pract r BCSI. Unless noted otherwise,top chord shall have prr id ceilingg. Locations shown for permanent lateral restr e. ADDIv Dlates to each face of truss and Dosition as a division of any SERIAL !#: FF 58 81 BO 887F48 CO 99 2E 85 F8 ekrlvys%ncdaa� scaled hY tdan:ci Mattrncr, I on the daw %haws aurae rang a SK%,l le, hvs doccrxzra min rat c�d�ed sh3ncd and za�alad henGca2imsccde met � verN�1 m saydattarsk :S ON THIS DRAWING! tACTORS INCLUDING THE INSTALLERS ind bracing. , Refer to and follow the latest edition of BCSI (Building it to performing these functions. Installers shall provide temporary tached structural sheathing and bottom chord shall have a properly rebs shall have bracingq installed per BCSI sections B3, B7 or B10, bove and on the Join Details, unless noted otherwise. (2efer to ionsible for any deviation from this drawing,any failure to build the h and bracing of tiUSSes.A seal on this drrawing or cover page ingysp reonsibility solely for the design shown. The suitability Job Number: 136DCS007 Ply: 2 SEQN: 635676 / T12 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL City: 1 FROM: AH DRW: Truss label: A14G Wgt: 235.2 Ibs / .. 10/30/17 1�..I 2'10" 1°9 F'2515 3239'8" 74151 45385 433119 484S8 13 1 } 7' i ss3X4 m3X4ss4X6 1112X4 =3X4 =3X4 6 12 D E F G H I — J T p 0 I=4X12(83) B K=4 L12(B3) 4 B III ES U T S R Q P O N M 1112X4 =4X6m5X6 =3X4 !m3X8 m3X4 !g5X6=4X6 112X4 6'7"12 3'11"13 10"7 i_ 4'5"1 4'5"1 _1_ 3'4"15 i 3'11"13 6'7"12 1' 6" T1°12 11'1"9 1 3415 t• 19,10, } 24'3"1 T 2��10,�f7 326"4 + 39'2" Hsu y 1f'— &4"15� z' 8'8°7 : 8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 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 h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading 91 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT., NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0.350 G 999 240 B 3139 11427 /- Lu: NA . Cs: NA VERT(TL): 0.816 G 579 180 K 3140 11428 /-/- Snow Duration: NA HORZ(LL): 0.074 C - - Wind reactions based on MWFRS HORZ(TL): 0.174 C - - B Min Brg Width Req = 1.6 Code I Misc Criteria Creep Factor: 1.5 K Min Brg Width Req = 1.6 Bldg Code: FBC 2014 RES Max TC CSI: 0.386 Bearings B & K are a rigid surface. TPI Std: 2007 Max BC CSI: 0.591 Bearings B & K require a seat plate. Rep Factors Used: No Max Web CSI: 0.504 /W 18.0 / 8.0 fi -v 1 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 16.02.01 D.0314.13 A - B 13 -10 G - H 2103 -4696 B - C 1428 -3155 H -1 1999 -4469 C - D 1708 -3815 1- J 1709 -3816 D - E 1999 - 4469 J -K 1429 - 3156 E - F 2103 - 4696 K - L 13 -10 F -G 2103 - 4696 40 015A 38 FF 5B 8180 85 7F49 00 99 2E 95 FB Ttak Itomltaab¢ aled raikafMpcd and uAad by r,uwtl MirM", PS (FL, UCX4711af on the Ca¢¢ shnr'n abam wing a SNwl ai7Pli ¢a54£gT1G.9r Zizd¢, Px�tcd ccpurs nrxhis d�crnraae¢ not ay�ddrred sVgnx3amd :ralnd grad the° 1 au?bcnt:ca�vcad¢n�t bm at;dfi:d�auydcctratsk SAy1¢S. Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2787 -1250 Q - P 4504 - 2022 U - T 2801 -1253 P - O 3880 -1745 T - S 3879 -1744 O - N 38BO -1745 S - R 3879 -1744 N - M 2802 -1254 R - Q 4504 -2022 M - K 2788 -1251 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ C-U 319 -68 Q-H 251 -106 C - T 1323 -594 H - P 268 -414 T - D 430 -770 P -1 782 -338 D - R 783 - 339 I - N 430 - 770 R - E 269 -415 N - J 1323 - 594 E - Q 251 -106 M - J 320 -69 G - Q 192 - 240 **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, b TPI ancl'SBCA) for safely practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly Cc. ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, B7 or 610, de._ Apply plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to a division of any failure to build the g or cover pa e. in. The sui briny, Job Number: 136DCS007 I Ply: 1 SEQN: 539401 / T2 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL City: 1 FROM: AH DRW: Truss Label: B1GE I Wgt 134.4lbs .. / ... 10/30/17- 1018" 10'8" Z8' --+ 1'4- -j (TYP) ! ®4X4 H J G K 12 F L 6 p E M rmn D N _ C I O FD ta2X4(A1) B P=2X4(A1) IRIA Q it AE AD AC AB AA Z Y Xm3X4 w V u T s R I 21'4" 1, 21'4" 214" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeftICSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TOLL: 20.00 Wind Std: ASCE 7-10 Pg:INA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): -0.001 H 999 240 p• 81 / 37 / 39 /- / 11 1255 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.001 AE 999 180 Wind reactions based on MWFRS Risk Category: II BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.002 J - - B Min Brg Width Req = - EXP: C I Des Ld: 37.00 HORZ(TL): 0.003 J - Bearing B is a rigid surface. Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5 NCBCLL: 10.00 TCDL: 4.2 psf i Soffit: 2.00 BCDL: 5.psf Bldg Code: FBC 2014 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0,033 Chords Tens.Comp. Chards Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep FF actors Used: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 -24 Loc. from endwall: Any Ff/RT:20(0)/10(0) Mfg Specified Camber: B - C 87 -12D J - K 253 -21 GCpi: 0.18 Plate T�ype(s): C - D 80 -90 K - L 202 -23 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 D - E 105 -71 L - M 154 -43 Lumber E - F 153 -50 M - N 105 -64 F - G 202 -29 N - O 74 -84 Value Set: 13B (Effective 6/1/2013) G - H 253 -21 O - P 81 -113 Top chord 2x4 SP #1 H -1 303 -24 P - Q 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values Maximum Chord Forces Per Ply (Ibs) 9 Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC y� B-AE 175 -108 X-W 192 -107 Plating Notes AE-AD 183 -110 W - V 191 -107 MAP All plates are 2X4 except as noted. w AD -AC 185 -110 V - U 189 -106 -l' AC -AB 188 -111 U-T 187 -106 Wind xx ,t 10 AB -AA 190 -112 T-S 185 -105 Member design based on both MWFRS and C&C. I °s AA- Z 191 -112 S - R 183 -104 +� No 4716 � Z-Y 192 -113 R-P 175 -103 Additional Notes `k Y - X 192 -107 See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. r, Maximum Gable Forces Per Ply (Ibs) lope i TATE : Gables Tens.Comp. Gables Tens. Comp. c 0, e C -AE 174 -103 W - J 187 - 83 vit D -AD 88 -65 V - K 153 -73 E-AC 101 -74 U-L 100 -73 F-AB 100 -73 T-M 101 -74 I G -AA 153 -73 S - N 88 -65 5a H - Z 187 - 83 R - O 174 -103 40015A3189 IFF508180B57F480092E95FB X-1 0 -162 Th1tit. ,h.bsbs'iekcimalaliys¢gnad and i"ad by Llama F. K. tic. c47ti2) on thedaSe stwwa abase tying a SR4,1 ac�eni5cathT�ca3a. Psbted c�tasclltud doer a ascnot cnrsidervd signed" andmied wo the 5}.Ar7 assl entkaYsaswde rnsdt ba vedficd m wydoctmrsk cmyias. "'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 dnd bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply Vales to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildingq�Components Group Inc. shall not be respl risible 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 tl-rawmg or cover page_ , listing this drawing indicates accefrtance of professions engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the!guilding Designer per ANSUTPI 1 Sec.2. Job Number: 136DCS007 I Ply: 1 SEQN: 539402 / T15 / SPEC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1 B28-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: 131 Wgt: 103.6 Ibs .. / ... 10/30117 7'10i + 10'a" + 13's"9 21'a' T10"7 2'9"9 2'9"9 T107 1 T8"11 7'8"11 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 h12 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Lumber value set "l36" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. D-4X6 1112X4 =3X4 =3XH VA4 17"5 2'11"5 78"11 137"5 21'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W B 869 / 397 / 529 / - / 229 / 8.0 Pf: NA Ce: NA VERT(LL): 0.035 J 999 240 Lu: NA Cs: NA VERT(TL): 0.081 J 999 180 F 805 1360 1463 ! - /- / 8.0 Snow Duration: NA HORZ(LL): 0.016 G - - Wind reactions based on MWFRS HORZ(TL): 0.036 G - - Creep Factor. 1.5 B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.655 Bearings B & F are a rigid surface. TPI Std: 2007 Max BC CSI: 0.436 Bearings B & F require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.500 FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): I Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 16.01.00F.0504.20 A - B 27 0 D - E 1065 -933 B - C 1138 -1276 E - F 1187 -1281 WAVE C - D 1038 - 932 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- J 1066 -865 H- G 1068 -859 I J -1 1062 - 864 G - F 1072 - 860 I- H 1062 -864 / -4701, Maximum Web Forces Per Ply (Ibs) �+ Webs Tens.Comp. Webs Tens. Comp_ J C 288 55 H E 608 515 4W No 047M w - - - - C-H 600 -505 E-G 290 -80 D - H 790 - 905 �' mn U STATE OF 40 015A-38 FF 5B 81 B0 BB 7F48 00 9912E 85 FB Thu item h,"bratciedmd�*nod nsd.caWbyMar AMartin", PE(A. Uc. C4It921 on the data shawa abaw Wris a SNJ4L asatl�ant3caticr+utda. Br�mdcc�esost>:fds dacrr. taro not crnS)d=d 06nedand waled andU#zdfardonasfdcctmn7c wins. *"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, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a 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 Joint Details, unless noted otherwise. (Zefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIrfPI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drrawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. Far more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com: ICC: www.iccsafe.org Job Number: Ply: 07 I Truss 1828-Cali C1GE LLOOL /DR Horton /4EBB 1828-Cali "DI" LL OL I Wgt 11 Ibs I FROM: gH9403 / T3 / GABL I DRW./ 10/30117 7' 7' �--- 1'8" --}— 1'4" - { Cn P) 12 6 D 0 Cn C 2X4(A1)B I ya A V 14' 7' G=4X4 F H E I J � K v L=2X4(Al ) M T S Q P N 14' 1 I 14' i I 14, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 B• B4 139 / 40 / - / 12 1168 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002E - - B Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL):-0.002 E - - Bearing B is a rigid surface. Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 NCBCLL: 10.00 TCDL: 42 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) Soffit 2.00 Load Duraton: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 -26 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 -66 H - 1 157 -48 GCpi: 0.18 Plate T�ype(s): C - D 61 -28 I - J 105 -69 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.0017.0504.20 D - E 113 -17 J - K 87 -89 E-F 165 -14 K-L 84 -106 Lumber F-G 221 -17 L-M 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 Chords Tens.Comp. Chords Tens. Comp_ Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values B - V 145 -46 R - Q 164 -49 approved 1/30/2013 by ALSC V - U 153 -47 Q - P 159 -50 U - T 158 -48 P - O 155 51 Plating Notes T - S 161 -49 O - N 150 -53 All plates are 2X4 except as noted � S - R 164 -49 N - L 144 -55 Wind tk1 - 0" Maximum Gable Forces Per Ply (Ibs) j"6� WO �' Member design based on both MWFRS and C&C. �+ Gables Tens.Comp. Gables Tens. Camp. Additional Notes + C - V 122 -56 Q - H 205 -83 See DWGS A16015ENC101014 & GBLLETIN1014 for Ifta D-U 115 -75 E - T 159 -72 P-1 O - J 159 115 -72 -75 gable wind bracing and other requirements.., 04 213 -8899 N - K 122 56 � r TE F � G -R 40i Tram it' PE (FL. aM thew avian., **WARNING** READ AND FOLLOW ALL '"IMPORTANT'" FURNISH THIS DRAWING TO ALL C as a division of ITW Buildingg�Components conformance with ANSI 1, or for h this drawing indicates acceptance >e of this gnawing for any structure MOO ON FF 56 8160 BB 7F48 00 99 2E &5 FB '41.arankaws4ud =lscaiadby Masaz410aft w, i an the dau shcw. aCnar uSaga SRA-1 le mu be z WiW on my dectfank S DRAWING! INCLUDING THE INSTALLERS ). _ Refer to and follow the latest edition of BCSI (Building ming these functions. Installers shall provide temporarrvy uctural sheathing and bottom chord shall have a propefly lave bracing installed per BCSI sections B3, B7 or 810, on the Joint Details, unless noted otherwise. �2efer to r any deviation from this drawing,any failure to build the :ing of trusses.A seal on this drawing or cover page insibility solely for the design shown. The suitability Job Number: 136DCS007 I I Ply: 1 SEQN: 5394041 T14 / SPEC 4EBB 1826-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: C1 �'Wgt:50.41bs .. / ... 10/30/17 7' + 14' 7' 7' C=5X6 III LA4 1 7' 7 7' 14' 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 D Des d:: Mean Height: 15.00 ft .00 NCBTCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 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 Pf: NA Ce: NA VERT(LL): -0.019 E 999 240 B 593 / 272 1371 / - / 158 18.0 Lu: NA Cs: NA VERT(TL): 0.025 E 999 180 D 527 1234 1304 / - /- 18.0 Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS HORZ(TL): 0.013 E 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: 0.683 Bearings B & D are a rigid surface. TPI Std: 2007 Max BC CSI: 0.422 Bearings B & D require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.119 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. _ Chords Tens. Comp. WAVE VIEW Ver: 16.01.00F.0504.20 A - B 27 0 C - D W9 -738 B - C 7T/ -739 No 047102x� STATE OF C9 40 015A 38 FF 50 81 BO BB 7F 48 00 99 2E 85 FB WaitItctnbaaaseervekisndaic {:�rjicdz2dscaladbymu zt3Mmtia", - (fl,lit.6S72E21 on the date showa abaa u0ng a SH P,,l aunccntk r;an cde- ?ranted eopf1G1&15d u=== nut cuwdecad oznz-4=d mbd m dthe Ste: wdhcndcatimccde nut to wAfIzd- auydcctrurk wins. Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. B - E 598 - 536 E - D 598 - 536 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-E 311 -82 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vqire extreme care in fabricating, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Sid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, 'le. Ap ly plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of any lis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS007 I 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: D1 I Ply: 1 Qty: 2 Wgt: 37.8 Ibs SEQN: 689043 / T29 / COMN FROM: JAH DRW: / ... 10/30/17 I 5' 10, J r 5' 5' C=4X4 12 6 M O to (V c 2X4(A1) B I t D=2X4(A1) I 4�"3 A 1 LiE F 1112X4 1 r I 5' 5' 1 15' 10, Loading Criteria (psf) TCLL: 20.00 Wind Criteria Wind Std: ASCE 7-10 Snow Criteria (Pg,Pf in PSF) Pg: � A Ct: NA CAT: NA Defl/CSI Criteria PP Deflection in too Udell U# ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 438 1224 / 424 / - / 134 13.5 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.011 F 999 240 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Enclosure: Closed Risk Category: 11 EXP. C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 it Lu: IdA Cs: NA Snow Duration: NA VERT(TL): 0.013 F 999 180 HORZ(LL): -0.004 F - - HORZ(TL): 0.006 F - - Creep Factor. 1.5 Max TC CSI: 0.282 Max BC CSI: 0.253 Max Web CSI: 0.090 Mfg Specified Camber: D 438 / 223 / 259 / - / - 13.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Br Width Re 1.5 9 q = Bearings B & D are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Code / Misc. Criteria � Bldg Code: FBC 2014 RES TPI Stid: 2007 Rep Factors Used: Yes FT/RYj20(0)/10(0) GCpi: 0.18 Plate Type(s): A - B 27 0 C - D 780 -492 VIEW Ver: 17.01.01A.0723.13 Wind Duration: 1.60 WAVEI I B - C 814 -492 D - E 27 0 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 Wind Member design based on both MWFRS and C&C. Left bottom chord exposed to wind. 0 4001-' This Item k PS tn. M. Wad eM =10L **WARNING** READ AND FOLLOW ALL -IMPORTANT** FURNISH THIS DRAWING TO ALL C a division of ivi 1,ortor r acceptance any structure as Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 420 - 595 F - D 420 - 595 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 302 -416 Nd 047180. Y r . s rr. STATE SEMAL FF 56 81 SO BB 7F 48 00 99 2E 85 FB ,tiettrfar�aa aadizd�sr ra�.nr Marttnrs, � cri tnadsxashaavr: a6era g a SNlri aistamad-vd sS6Md=dmhd MW1 bz voxrdtj w Mvelectmnk INCLUDING THE INSTALLERS I.. Refer to and follow the latest edition of BCSI (Building mmg these functions. Installers shall provide temporarryy dctural sheathing and bottom chord shall have a propefly lave bracing installed per BCSI sections B3, B7 or 810, on the Join Details, unless noted otherwise. (2efer to r any deviation from this drawing,any failure to build the :ing of trusses.A seal on this drawing or cover page insibdity solely for the design shown. The suitability Job Number: 136DCS007 Ply: 1 SEQN: 6890531T24 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: JAH DRW: Truss Label: D2G Wgt: 44.8 Ibs / .. 10/30/17 3' 7' 10' 3' 4' 3' . T �V 0 B 2M(A1) 4 A� =�C6 1114^-t —'J^-T 1, 3'1"12 3'612 T 8 1 1, 3'1"12 6'8"8 10' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 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 h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 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. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. Snow Criteria (Pg,Pf in PSF) Deff/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.010 G 999 240 B 499 / 237- Lu: NA Cs: NA VERT(TL): 0.024 G 999 180 E 499 / 237- Snow Duration: NA HORZ(LL): 0.004 G - - Wind reactions based on MWFRS HORZ(TL): 0.010 G - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 E Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.171 Bearings B & E are a rigid surface. TPI Std' 2007 Max BC CSI: 0.150 13.5 13.5 N to M N Rep Factors Used: No Max Web CSI: 0.040 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 -20 D - E 305 -689 WAVE VIEW Ver: 17.01.01A.0723.13 B - C 304 -692 E - F 27 -20 C - D 246 - 607 No 047182 wa. � q► *.' A`�` ; 40 015A38 FF 50 81 BO BB 7F48 00 99 2E 85 FB 3tlsaaduatadby FAacaaal martinar, f�.#R. ICc.C�r7.fa2) cn Nm cat¢ shown aixaaffi ar.�g a 5}itwi av^ td; ertkarkan wNr. iarttnd cr�tasufthis drxexzssr�t ara muimuf�rsd �g-nadand salad grad tkce.��:Aa1au2hnndrafi�5 cede nmC 6a �adf8ed ras aer{dectror3c cr�ias. Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 590 -251 G - E 588 - 252 H - G 600 - 248 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 102 0 G-D 105 0 C-G 8 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, handling9 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anr7'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 attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinA�LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawl indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ,For more Information see this lob's general notes pacie and these web sites: ALPINE: www.al ineitw.com; TPI: wane. inst.o • SBCA• www.sbcindu .com: ]CC: www.Iccsafe.crq Job Number: Ply: I I Truss Label:CM"D" LOOL /DR Horton /4EBB 1828-Cali "II " LL OL I Wgt 11.2 Ibs I FROM: AH O6 / T22 /HIP_ I DRW. 10/30/17 I 12 C 6 T Tco M(Al) B `T LO Ia� A I Loading Criteria (psf) Wind Criteria Snow TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: N Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 41 Lumber value set "l3B" uses design values approved 1 /3012013 by ALSC Special Loads - (Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 0 plf at -1.00 to 56 plf at 0.00 TC- From 2 plf at 0.00 to 2 pif at 2.00 BC- From 0 pif at -1.00 to 4 plf at 0.00 BC- From 2 pif at 0.00 to 2 pif at 2.00 Wind Member design based on both MWFRS and C&C. 4001 ErsM itam fin (FL. Lit czrJAL **WARNING** READ AND FOLLOW AI. -IMPORTANT** FURNISH THIS DRAWING TO ALL icable. Apply plates to each face of truss and position as is 160A-Z for standard plate positions. a division of ITW Building Components Group Inc._shall Tic iri 7, or Torn acceptance any structure A Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 No 047182 r r r STATE OF 5B81BOBB7F4800992E95 FB drank*33aad wlw2fad by mar lmarunm the date stwwn &= udnd a SHA•1 d0m= ntamnutuavd&rads PW4andraalmd ON THIS DRAWINGI ;TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the latest edition of BCSI (Building M performing these functions. Installers shall provide temporary hed structural sheathing and bottom chord shall have a properly s shall have bracing installed per BCSI sections 63, B7 or 810, ive and on the Join f Details, unless noted otherwise. f2efer to isible for any deviation from this drawing,any failure to build the ind bracing of trusses.A seal on this drawing or cover page p responsibility solely for the design shown. The suitability Job Number: 136DCS007 Ply: 1 SEQN: 539408 / T19 / EJAC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 8 FROM: AH DRW: Truss Label: EJ7 Wgt: 23.8 Ibs .. / ... 10/30/17 1' 7' 7' Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 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: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Defi1CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.014 D - - HORZ(TL): 0.031 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.496 TPI Std: 2007 Max BC CSI: 0.368 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 40 019A 38 FF 50 8160 BB 7F 48 00 99 2E 85 FB St�k IIamAasbecrs ekdcaesisa�yxk�nedassd ^.salad h3i tRxw¢3 Mariinra; MIX uc.r4r1921 an t',c data shown abara tr.3ng a sliAA aL"[h CfiL�.LaR'e^t9 bid. pi% d4ppks 4fthis tioaa�rama not cuslawed st$naoand smiled andthe a1-thmtkzicncafemsnt i»>ndf imaardatran% sa0os. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 336 / 117 / 259 / - / 173 / 8.0 D 127 120 /101 /- !- /1.5 C 171 /133 191 1- I- '11.5 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 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, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI anr7'SBCA) r 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 pro pperly 1id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to 60A-Z for standard plate positions. a division of ivi i,orrorn acceptance any structure failure to build the g or cover page m. The suitability 1Job Number: 4EBB LabelCEJ7ACLLOOL /DR Horton /4EBB 1828-Cali "DI" LL OL I Wgt 21.0 Ibs FROM: AH9409 / T23 / EJAC I DRW:Trus/ 10/30/17 I 2X4(A1) A T B 12 6 M O r C 7' I 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA A 270 179 / 188 / - / 151 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: N{� Cs: NA VERT(TL): NA C 128 121 / 104 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.017 C - - B 174 / 135 195 I - /- 11.5 Des Ld: 37.00 EXP: C I HORZ(TL): 0.034 C - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 1.5 A Min B rg Width Req = 1.5 Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.505 C Min Br Width Re g q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 I TPI Std: 2007 i Max BC CSI: 0.373 B Min Big Width Req = - Bearing A is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.000 gearing A requires a seat plate. Loc. from endwall: not in 4.50 it FT/RT20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.00F.0504.20 Wind Duration: 1.60 WAVE Maximum Top Chord Forces Per Ply (Ibs) Ch d T C Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. No 04718,2 jm STATE OF � a gill SERIAL. t . 40 015A 38 FF 5B 81 BD BB 7F 48 00 99 2E 85 FB Twthai$Tta3barnekctrre.�£ca js%med and =afadby Mu..i MarM", FE (A.. Lk. r47ivI'm the d'aw thaws above trang a sHA-L Fmtedcaplasibra}d3 dM••,^^•era V 0 t co-AdMd d,g d=d-CA ind and ft uL:2 athcntkat'mcafemwi CaararN flat atrrdatmr -Plat. "WARNING** READ AND FOLLOW AL `"IMPORTANT** FURNISH THIS DRAWING TO ALL cable. Apply plates to each faceof truss and position as Is 160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall nc ivi I,or Torn acceptance any structure or s ens. omp. A-B 78 -152 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 ON THIS DRAWINGI ;TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the latest edition of BCSI (Building performing these functions. Installers shall provide temporary ihed structural sheathing and bottom chord shall have a properly s shall have bracing installed per BCSI sections B3, B7 or 10, ve and on the Joint Details, unless noted otherwise. kefer to ible for any deviation from this drawing,any failure to build the ind bracing of trusses.A seal on this drawing or cover page I I responsibility solely_for the design shown. The suitability Job Number•136DCS007 Ply: 1 SEQN: 689047 / T32 / EJAC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: JAH DRW: Truss Label: EJ3A Wgt: 12.6 Ibs .. ! ... 10/30/17 C 12 6 M O to 2X4(A1) B CV T A D 3' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 193 193 1202 / - / 86 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 133 / 73 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - - C 64 / 50 / 35 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL):-0.003 D - - Wind reactions based on MWFRS Mean Height: 15.00 ft Code I Misc Criteria CreepFactor. 1.5 NCBCLL: 00 TCDL: 4.2 psf B Min Brg Width Req = 1.5 D Min Brg Width Req = - Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.174 2. C Min Brg Width Req = - Load Duration: 1.25 TPI Std: 2007 Max BC CSI: 0.071 MWFRS Parallel Dist: 0 to h/2 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any Ff/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 Lumber A-B 27 0 B-C 29 -105 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values B - D 0 0 approved 1/30/2013 by ALSC Wind $ ujitIt, ,�stiki Member design based on both MWFRS and C&C.+ Left bottom chord exposed to wind. 4%. ' No 0471 a$� ,, �` 00 «m Olt iroSTATE OF �,� � rya ��' ���• �``• 4 C) R It g�»?t�e»{tt�'aa�� � $11"444 40 SERIAL* 40015A38FF5081BOBB7F4800892E95FB Thh Item has bcmekttxwdca4/ 30.d airs t aaicd 6Y MA ,rt Mxtine3 PE ("L. Uc. CarSH21 an )e&W Shawn abaft tr.3ng a PWI arzhent3caair�, coda. weed crpia,%efttr`s d--Aare not cnent Yrad Skmedand scaled and dw E-iAl w.AcPt&mtk+ code met bm mwffSsd an my dcctrank =)AL "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingp handlinqg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, B7 or B70, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccL�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. and use of this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. The suitability For more information see this'aVs general notes page and these web sites: ALPINE: www.ai Ineilw.com: TPI: www. inst.o ; SBCA: www.sbcindust .com• [CC: www.iccsafe.org 1Job Number: 136D07 4EBB 1188b2e8' Caali1 "D" LOOL /DR Horton /4EBB 1828-Cali "II " LL OL I Wgt 16.8 Ibs I FROM: AH 413 / T16 / JACK I DRW.Truss / 10/30/17 I C 77 12 6 m 13 o � CV co 2X4(A1) B I q I I 1r � 51 I 5' Loading Criteria (psl) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Enclosure: Closed Pf. NA Ce: NA VERT(LL): NA " B 263 / 96 1208 / - J 129 18.0 BCLL: 0.00 Lu: NIA Cs: NA VERT(TL): NA D 90 / 13 / 70 / - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - - C 119 / 93 / 62 ! - / - / 1.5 Des Ld: 37.00 EXP: CMean HORZ(TL): 0.010 D - - Wind reactions based on MWFRS Code Code Misc Criteria NCBCLL: 10.00 Height: 15.00 It Creep Factor. 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.309 D Min Br Width Re g q = - Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2007 Max BC CSI: 0.182 C Min Brg Width Req = - Spacing: 24.0 " C&C Dist a: 3.00 it I Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. Loc. from endwall: not in 4.50 It FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Tyl pe(s): 1 VIEW Ver: 16.01.00F.0504.20 Wind Duration: 1.60 WAVE I Maximum Top Chord Forces Per Ply (Ibs) Ch d T C Ch d 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. or s ens. omp. or s Tens. Comp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 No 047-102 STATE 1QF Au 11 40 015A 38 FF 58 8180 8B 7F 48 00 99 2E 85 F8 fWterntsta becn e{tcUwdc2 y%4ud and saaimd by Mam d Martin", T (FL. Lk.axrtaii CFI tttadatm shown abam wAit; a SMA-1 and tine cmFlas. —IMPORTANT** FURNISH THIS DRAWING TO ALL a division of TPI 1; or tort acceptance any structure as not ctan13&=d signg4aad=kd mnt bm vrAflod to atxfdoctrarilc THIS DRAWINGI RS INCLUDING THE INSTALLERS cing. Refer to and follow the latest edition of BCSI (Building i rformng these functions. Installers shall provide temporary structural sheathing and bottom chord shall have a properly tall have bracing installed per BCSI sections B3, B7 or 10, ind on the Join Details, unless noted otherwise. �2efer to e for any deviation from this drawing any failure to build the bracing of trusses.A seal on this drawing or covere a p sponsibility solely for the design shown. The suitability t. Job Number: 136DCS007 Ply: 1 SEQN: 639412 / T17 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW. Truss Label: BJ3 Wgt 12.6 Ibs / ... 10/30/17 Loading Criteria (psi) 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 " 4"3 �- 1' 3' 3' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 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) Pg: NA Ct: NA CAT: N/ Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE C Deff/CSI Criteria PP Deflection in too Udell U# VERT(LL): NA VERT(fL): NA HORZ(LL): -0.003 D - - HORZ(TL):-0.003 D - - Creep Factor. 1.6 Max TC CSI: 0.174 Max BC CSI: 0.072 Max Web CSI: 0.000 Mfg Specified Camber: 1 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 193 / 76 1162 1- / 86 / 8.0 D 51 /6 /41 1- 1- 11.5 C 64 /51 130 /- /- /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. Bearing B requires a seat plate. VIEW Ver: 16.01.00F.0504.20 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 No 047102 *ems Aft: an STATE � °gyffi»vma�+k MAIL* 40 01 5A38 FF 56 8180 BB 7F48 00 99 2E 85 FB rhigttamt,tsbacxtektlrustca js& ttadW%d:saladbyrAQ1=1MutM=, f£ (r1. tit. 0471821 on khc date Shown above ax.Ag a su?'I. assthantirati�vc�e, Evtatad cagaiart�ti�.s d�x.-.••••,�• �tm eat rcrasi�ad d�nr� ar � sralac andtt BRA4sa?AantkaSatcagemWbe-mHedmWfdvctmaec ca>giaL 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, by TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. ADA Diates to each face of truss and position as shown above and on the Joinf-Details. unless noted otherwise. kefer to a division of `i Ni 1,, ortor n acceptance any structure failure to build the g or cover page in. The suitability Trf"D" OIIPly: I 9410 / T18 / JACK BB1828CaLOL /DR Horton 4E66 1828-Cali "I" LL OL Cty: 4 FROM: AHI DRW. ss Label: BJ1 W t: 11.2 Ibs / 10/30/17 I 12 6 2X4(A1) B -L A Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 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 6/112013) 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 I 1r r I 1 1r C co O U') co D Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: I Ct: NA CAT: NA PP Deflection in too Udefl U# Loc.R / U / Rw / Rh / RL / W IA Pf: NA Ce: NA VERT(LL): NA B 150 / 77 / 145 / - / 42 16.0 Lu: NA Cs: NA VERT(TL): NA D 11 / 10 / 18 / - ! - 11.6 Snow Duration: NA HORZ(LL): 0.000 D - C -14 / 28 125 1- l- 11.5 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS B Min Brg Width Req = 1.5 L Code). Misc Criteria Creep Factor. 1.5 Bldg Cpde: FBC 2014 RES Max TC CSI: 0.163 D Min Brg Width Req = - TPI Sid: 2007 Max BC CSI: 0.015 C Min Brg Width Req = - I Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. Plate Type(s): I Maximum Top Chord Forces Per Ply (Ibs) WAVE I VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp_ I A-B 27 0 B-C 28 -19 #0 1 STATEOF * 0 �OZ. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 40 01 SA98 FF 5B 9160 $B 7F 48 00 99 2E 85 FB M itamhasbcrn alerdroakuttysSgaed zed=led by mAar -A Maritecr, M (R. Ltc.6471$21 oe theta %-shorn A= wans aSHA-t. "Cnoci &nfxd& 9ristad Capinmftbas Ildacer.. =me not cmddcmd sPdnadznd sealad and ttaa S�Wl wthantSr tL neade mrat be arrritiedezt army d"ttank Mies. I "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to 'performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attachetl rigid ceiling Locations shown for permanent lateral restraint of websjshall 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 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. _ listing this drawing indicates acceptance of pr ) essionaq engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is p e responsibility of the Building Designer per ANSIITPI 1 Sec.2. F Number:136DCS007 Ply: 1 SEQN: 689045 / T20 / JACK B 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: JAH DRW. s Label: BJ1A Wgt: 11.21bs / ... 10/30/17 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 " 4"3 1 A Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 113012013 by ALSC Wind Member design based on both MWFRS and C&C. Left bottom chord exposed to wind. a 12 6 2X4(A1) B Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE 0 A CM O L0 CM Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.000 D - HORZ(rL): 0.000 D - - Creep Factor. 1.5 Max TC CSI: 0.163 Max BC CSI: 0.014 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver. 17.01.01A.0723.13 No 471 k 0* :it TATE 0� 40 01 5A 38 FF 5B 8180 BB 7F 48 00 99 2E 85 FB Thisltcm hn bin cltamnizaby s{gnad=6=fad by htasmd Marunas, PE (FL. tic.cr7.tszl on 6e date shown abowu via a SH&A aL�ahmnGcat�cn9m Pabtad cwfweftills doa:aac Am not camidnrad su,wa tl=bd Am the Ss9.Ra asahantkatim". nu^t bin mrAod on wldcctrank colas. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 150 / 89 / 157 /- / 42 13.5 D 11 /2 /10 /- /- 11.5 C -14 /25 /22 /- /- 11.5 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 27 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlinqg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny l�id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections 63, B7 or 810, 'le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to of ITW BuildinStL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nce with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ ing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability 'awing for any structure Is the responsibility or the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS007 I Ply: 1 SEQN: 539416 / T21 / HIP_ 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM. AH DRW: Truss Label: CJ7 I �,Wgt:42.01bs .. / ... 10/30/17 2X4(A1) B T 4'3 A �-- 1'S" Loading Criteria (pst) Wind Criteria Snow TCLL: 20.00 Wind Std: ASCE 7-10 Pg: 1 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 Special Loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC- From 0 plf at -1.41 to 55 pif at 0.00 TC- From 2 pif at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.41 to 4 pif at 0.00 BC- From 2 pif at 0.00 to 2 pif at 9.84 TC- -7 lb Conc. Load at 1.41 TC- 128 lb Conc. Load at 4.24 TC- 238 lb Conc. Load at 7.07 BC- 23 lb Conc. Load at 1.41 BC- 103 lb Conc. Load at 4.24 BC- 179 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 6'3" 9110"1 6'3" 3'7" D 12 p � 3X4 C v v 1112X r. ih G 4 =5X6 F E A 6'1"4 3'2" 6"1 6'1"4 9'3"4 971 Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Ce: NA VERT(LL): 0.015 G 999 240 B 330 / 208 / - / - /_ / 10.6 A Cs: NA VERT(TL): 0.034 G 999 180 E 385 1175 /- / 0 / 0 11.5 Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - /- /- 11.5 HORZ(TL): 0.010 F - - Wind reactions based on MWFRS %IMisc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 ode: FBC 2014 RES Max TC CSI: 0.241 E Min Brg Width Req = - d 2007 Max BC CSI: 0.326 D Min Brg Width Req = - I Bearing B is a rigid surface. actors Used: Yes Max Web CSI: 0.256 :20(0)!10(0) Mfg Specified Camber: Bearing B requires a seat plate. Type(s): Maximum Top Chord Forces Per Ply (Ibs) 1 VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. I A-B 14 -11 C-D 55 -72 B - C 330 - 650 a " elf � ,V 0. �r i Na 071, w � STATE QF 11 40015A39FF5881BOBB7F48009S2E95FB Thithamhas beenel¢:.ts sdyned d%"ledby rdar�nl Marmax, PE(FL. ICe.Kd�E92j csi tA¢csaEe zhown alwxm wring a SHbi st'�tlf¢mt'xat�ssc�fa- I i�ata3 c�i¢ssaf tfoa dsrtara scat mxs"teca¢d dgmadxr-,d scaled and the. ..t�S antltentiln4e�cs�¢ mut.ba acdfi�vt sarcl¢cttaak alas. "'WARNING- READ AND FOLLOW ALL NOTES "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRA, a division of girl i, or Torn acceptance any structure as Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 604 -290 F- E 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 286 -47 C - F 345 - 709 THIS DRAWINGI IRS INCLUDING THE INSTALLERS icing. Refer to and fellow the latest edition of BCSI (Building rforming these functions. Installers shall provide temporary I structural sheathing and bottom chord shall have a properly tall have bracingQ inslalled per BCSI sections B3, B7 or 10, and on the Join Details, unless noted otherwise. kefer to e for any deviation from this drawing,any failure to build the bracing of trusses.A seal on this drawing or cover pa e ;sponsrbllity solely far the design shown. The suitability 6'3" 9110"1 6'3" 3'7" D 12 p � 3X4 C v v 1112X r. ih G 4 =5X6 F E A 6'1"4 3'2" 6"1 6'1"4 9'3"4 971 Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Ce: NA VERT(LL): 0.015 G 999 240 B 330 / 208 / - / - /_ / 10.6 A Cs: NA VERT(TL): 0.034 G 999 180 E 385 1175 /- / 0 / 0 11.5 Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - /- /- 11.5 HORZ(TL): 0.010 F - - Wind reactions based on MWFRS %IMisc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 ode: FBC 2014 RES Max TC CSI: 0.241 E Min Brg Width Req = - d 2007 Max BC CSI: 0.326 D Min Brg Width Req = - I Bearing B is a rigid surface. actors Used: Yes Max Web CSI: 0.256 :20(0)!10(0) Mfg Specified Camber: Bearing B requires a seat plate. Type(s): Maximum Top Chord Forces Per Ply (Ibs) 1 VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. I A-B 14 -11 C-D 55 -72 B - C 330 - 650 a " elf � ,V 0. �r i Na 071, w � STATE QF 11 40015A39FF5881BOBB7F48009S2E95FB Thithamhas beenel¢:.ts sdyned d%"ledby rdar�nl Marmax, PE(FL. ICe.Kd�E92j csi tA¢csaEe zhown alwxm wring a SHbi st'�tlf¢mt'xat�ssc�fa- I i�ata3 c�i¢ssaf tfoa dsrtara scat mxs"teca¢d dgmadxr-,d scaled and the. ..t�S antltentiln4e�cs�¢ mut.ba acdfi�vt sarcl¢cttaak alas. "'WARNING- READ AND FOLLOW ALL NOTES "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRA, a division of girl i, or Torn acceptance any structure as Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 604 -290 F- E 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 286 -47 C - F 345 - 709 THIS DRAWINGI IRS INCLUDING THE INSTALLERS icing. Refer to and fellow the latest edition of BCSI (Building rforming these functions. Installers shall provide temporary I structural sheathing and bottom chord shall have a properly tall have bracingQ inslalled per BCSI sections B3, B7 or 10, and on the Join Details, unless noted otherwise. kefer to e for any deviation from this drawing,any failure to build the bracing of trusses.A seal on this drawing or cover pa e ;sponsrbllity solely far the design shown. The suitability a " elf � ,V 0. �r i Na 071, w � STATE QF 11 40015A39FF5881BOBB7F48009S2E95FB Thithamhas beenel¢:.ts sdyned d%"ledby rdar�nl Marmax, PE(FL. ICe.Kd�E92j csi tA¢csaEe zhown alwxm wring a SHbi st'�tlf¢mt'xat�ssc�fa- I i�ata3 c�i¢ssaf tfoa dsrtara scat mxs"teca¢d dgmadxr-,d scaled and the. ..t�S antltentiln4e�cs�¢ mut.ba acdfi�vt sarcl¢cttaak alas. "'WARNING- READ AND FOLLOW ALL NOTES "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRA, a division of girl i, or Torn acceptance any structure as Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 604 -290 F- E 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 286 -47 C - F 345 - 709 THIS DRAWINGI IRS INCLUDING THE INSTALLERS icing. Refer to and fellow the latest edition of BCSI (Building rforming these functions. Installers shall provide temporary I structural sheathing and bottom chord shall have a properly tall have bracingQ inslalled per BCSI sections B3, B7 or 10, and on the Join Details, unless noted otherwise. kefer to e for any deviation from this drawing,any failure to build the bracing of trusses.A seal on this drawing or cover pa e ;sponsrbllity solely far the design shown. The suitability Job Number: 136DCS007 Ply: 1 SEQN: 689055 / T25 / HIP_ 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: JAH DRW: Truss Label: CJ3A Wgt: 16.8 lbs / ... 10/30/17 C 12 4.24 T LO ti 2M(A1) B co N 3 A D Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: NA GCpi: 0A 8 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 2-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. 4'2" 3 412113 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): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D - - HORZ(TL): 0.002 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.091 TPI Std: 2007 Max BC CSI: 0.052 Rep Factors Used: No Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 17.01.01A.0723.13 WAVE ;a No 047182 re rftAT N � O a° a #I `tu #. 40 015A38 FF 5B 81 BO BB 7F48 00 99 2€ &5 F8 r;;it Iternlm baan aicdwnkafjs5ped airs salad by )I4mml Mutknta, Pr (FL, uC."7MI an oteate Shawn abaw mans a 5K%a aLStlaiik`Kat1SP f�a. 2gEetcdc ieiarttds dace CrAamttat anwidmad AvWdanti Sealad zzsd tisc:.Ha,Z ax.4hentira ec+rfam�zt bavr iedrs wydecttank bias.. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 84 /45 1- f- /- /3.5 C 64 148 /- 1- !- 11.5 D 28 /- /7 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 C Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A-B 9 -6 B-C 21 -16 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 vire extreme care in fabricating, handlin shipping, installing and bracing. Refer to, and follow the latest edition of BCSI (Building [ Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections 63, B7 or t le. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of rI NI 1, or for n acceptance any structure failure to build the g or cover pane rn. The suif5bllity M Gable Stud Reinforcement Detail ASCE 7-10; 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ort 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 140 Ors 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = L00 nrr 12D mnh Wind Sneed. IS' Mean Helnht. Partially Enclosed. Fxnnsure 11. K7t = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) lx4 'L' Brace wt (1) 2x4 'L' Brace r (2) 2x4 'L' Brace ■is (1) 2x6 'L' Brace r (2) 2x6 'L' Brace wit Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 0) S P r #3 3' 8' S' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' U Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Q Standard 3' 8' 4' 11' S' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' Q% #1 4' 0' 1 6' 8' 6' 11' 7' 10' 8' 2' 1 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' -� S P #2 3' 10' 1 6' 7' 6' 10' 7' 9' e' 1' • 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' a' 9' 7' t0' lt' Ill 8' 14' 0' 14' 0' N P Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' e' Ill 9' B' 10' 4' 13' 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' Ill 0' 13' It' 14' 0' 14' 0' 14' 0' U S P I� P #3 4' 2' 7' i' 7' 9' 8' 9' 9' V 10, 5' 10' 10' 1 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' V 7' 6' 8' 9' 9' t' 10' 5' 10' 10, 13' 9' 14' 0' 14' 0' 14' 0' QJ 0 f l Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' It' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13, il' 14' 0' 14' 0' 14' 0' 03 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' D P L Stud 4' 4' 6' S' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10' 10' it, t0' 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' B' 3' 8' 7' 1 9' 9' 10, 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P P #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' u' U u P Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' le, 0' 14' 0' 14' 0' 14' 0' 14' 0' O I�l Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X d S P #1. 5' 1' 8' 5' 8' 8' 9' 11' 10, 3' 11, 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' 02 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 1 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' w-I D P L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' l4' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' it, 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' A ir'tk able Truss Diagonal brace option - vertical length may be T doubled when dlagonat� t8' 3E brace Is used. Connect L I diagonal brace for 600N 'L' -fl- at each end. Max web Brace total length Is 14'. )K)K 2x6 DF-L N2 or better diagonal T Vertical length shown ( bracei single I e. In table above. or double cut L 1 45• (as shown) at upper end Connect diagonal t midpoint of verticant web. " Refer to chart above for l'1 -VARN M-- READ AHD FD11OV ALL NaTM- W THIS DRAVBUA wwImPMTANTo r R MSH THIS DRAvM TO ALL CDNIRACTURS D OLLIBUM nE DSTALLERS `` t Trusses require extreme care In fabricating, hondling,•sMpping, instaUhg and bracing. Rafe,+to and C 1111, the latest edition of 11 11,1 g Component Safety Information, by 11 and 11 for'.. safety radices prior to performing these functions. Installero d+Nl provide temparary bradng per BCSL Unless noted otherwise, top chord shalt have properly attached structural &heo Hrg and bolt lord r shall have a properly attached Meld celWg. Locatlons shown For permanent lateral restraint of webs -_ Fshall ILI_�ILI=� have broth➢ hstelled par SCSI sections 43, B7 or Still as applicabi►. Apply plates to each face truss and position as shown above and on the Joint Details, Wes% noted otherwise. Ref- to drawn. 16OA-Z for standard plate positions 7• :{? AN 11'WCOK4PANY Alpha, o division of ITV BAding Conporwnts Group Inc, Shall not be responsible for any deNatlan from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handlha, shppiniI ?� IQ instoUatlon 6 bracing of trusses. drawing, Indkates ' A sent on this drawing or cover page UsUV this acceptance of proFesslmnl mgInKrbq respor,sm6lty solely for the design shown The svltab#It)' vd use of this tlre'wing p fr any swcdre Is the respoendbWty of the SuAdng Designer per ANSI/TPI 1 Sec2 13389 Lakefront Drive Earth City, MO 63045 For more Information see this Job's general notes page and these web sites, ALPINE, nw.nloheltmcomi TPL www.tphstoral SBCAv www.sbchdustry.orai [CC) wnlccsnfoarg 7>ttir Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hen -Fir R1 / #2 !StQndardi 02 i Stud #3 1 Stud I 1 #3 listandard ➢ou Ins Fir -Larch Southern Pinewww #3 #3 Stud Stud Standard Standard Group Bd - Hem -Fir #1 8, Btr #1 Dou ins Fir -Larch Southern Pinewww al #1 #2 #2 id lx4 Braces shall be SRB (Stress -Rated Board). -For lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group H values may be used with these wades. 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 nails at 2' o.c. In 19' end zones and 4' oc. between zones. 3ltil3-or C2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' ox- between zones. 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical. Len th No Splice +� 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 Less than 4' 0' 2%3 Greater than 4' 0', but less than 3X4 T.T. ID. 60 PSF X. SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orh 120 moh Wind Soeed. 30' Mean Helaht, Partially Enclosed. Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) tx4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace (1) 2x6 'L' Brace r (2) 2x6 'L' Brace a Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' U S P f I J P #3 3. 6' 5' S' 5' 9' 7' 2' 7' 7' 8' 8' 9' l' 11' 3' 11' it, 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' it, 13' 7' 14' 0' O �l Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' 11' 9' B' 10' 4' 13' V 14' 0' Q% —� 11 N S P F #1 31 10, 6' 4' 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' 0' 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10' 10, 13, 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' e' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' S' 8' 6' V 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U_ _ ['' S P f #1 / #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' 0' 6' 7' 7' 5' 8' 4' 8' B. 9' 11' l0' 4' 13' 1' 13' 7' 14' 0' 14' 0' i U H F Stud 4' 0' 6' 7' 7' 0' 8' 4' e' D' 9' It' 10' 4' 13' V 13' 7' 14' 0' 14' 0' O Standard 4' 0' 5' B' 6' 0' 7' 6' 8' 0' 9' It' 10' 4' it, to' 12' 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' 13' 5' 13, 11' 14' 0' 14' 0' QJ S P D F L #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' t0' 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' to, 0' 10' 5' 12' 5' 13, 3' 14' 0' 14' 0' Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' to, 2' 11' 0' 11' 9' 14' 0' 14' 0' d u' X U S P F H F #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' e' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 03 4' 5' 7' 7' 8' V 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' B' 1' 9' 2' 9' 6' 10, IS' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' S' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' d S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14, 0' #3 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' Ill 0' it, 6' 14' 0' 14' 0' 0 14' 0' w—1 D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' It' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 1 6' 5' 8' 1' 1 8' 7' 10' 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades, Group At S ruce-Pine-Fir Hem -Fir #1 / #2 Standard #2 1 Stud #3 1 Stud j 1 03 Standard Doll l¢s Fir -Lurch Southern Plnewaa #3 03 Stud Stud Standard Standard Group BI Hem -Fir #1 g Et" #1 Dou las Fir -Larch Southern Plneaam tll tll tl2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). aaFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B 11 values may be used with these grader. Gable 1 russ Detail, Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing <5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. AFiout IK Attach 'L' braces with 10d (0.128'x3.0' min) nails. For (1) 'L' brace, space nails at 2' o.c. able Truss In In 18' end zones and 4' o.c. between zones. )K)JEFor (2) 'L' braces, space nails at 3' o.c. Diagonal brace opthn- In 18' end zones and 6' o.c. between zones. vertical length may be T doubled when diagonal 18' 'L' bracing must be a minimum of 80X of web brace is used. Connect L I member length. diagonal brace for 690# 'L' -}I- Gable Vertical Plate Sizes at each end. Max web Brace total length Is 14', I Vertical Lennth No Splice 2x6 DF-L #2 or 0 Less than 4' ' 2X4 better diagonal T I -�' e Grater than 4' 01, but 04 Vertical length shown braces single 8, X less than t2' 0' In table above, or double cut 45' (as shown) at L 1 + Refer to common truss design for 11 upper end. 11 �71 peak, spllce, and heel plates. ontinuous Bearing Refer to the Building Designer for conditions connect dlagona at midpoint of vertical reb. Refer to chart Iilllllllf not addressed by this detail. above far max gslbMe rt(84 length, o81paRTANTa ARNU9 THIS LRAVWO TO ALL ALLNI mARNulfa.. haaB NO FOLLOW AL ALL HOTEs Iz' TMS BRA`/TI CTORS BeCLl10M THE INSTALLERS. �� A` .� �� REF ASCE7-10—GAB16030 Trusses require ewtrene care h fabricating. handling, shipping, Installing and bradrg. Refer to and Fallow tha latent .10tion of SCSI GBued!ng Conpanent Safety Inf—tlon, by TPI and SECA) far safety `.�`�J1. i�A, Q. ��jII�.,VSC( ' DATE 10/01/14 practices prior to perf—" these functions. Installers sMll provide temporary bratlrhg per BCS1 Unless noted athe,wl.e, top have sheathing button chard chard shalt properly attached stnvctural and shall have a properly attached rigid telling. Locations shoen For perhanent lateral restraint of vets shott have bracing installed B SI sections BZ or BIo, s to each face hV Apply _ No = DRWG A16030ENC101014 Q per plates ins shown above and an th. Joist I)etats, unless noted otherwise. of truss ad the unless TL Refer to drawings 16OA-Z for standard plate positions. AN 1TWCDMPANY Alpine, dl Ulon of ITV Bu#tling Components Group Inc shall not be responsible far any deviation from des drawh,g any failure to buid the truss h conf-- with ANSI/TPI 1, or for handing, shlpphg. Installation 1, bracing trusses. ATE OF : �O Q' MAX. T11T, LD. 60 PSF of A seek — this droving or cover page UstkV this drawing, Indicates acceptance of professional engbneerbg responshllty, solely Far the deshn shown The suitabilityand e of this drnwFq ' far Structre is the th. am1' MAX. SPACING 24�0' Eari8h City, M06Lakefront 9045 For more Infornare tlo«nm- this Job's Ge�rerallnnet s page a�" .ob sited �`4p �lJp�p` ALPINE- www.alpbndtw.cohl TPI, www.tphstargl SBCA, www.sbclndust ya gl IM e—J"safeorg S}fA IYille• 1 ItQI� Galole Detail For Let -in Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces, Brace is 90% of member length, Gable vertical length greater than 48' 'L' Dr 'T' brace required Truss Plate Sizes Refer to appropriate Alpine gable detall for minimum plate sizes for vertical studs, +)Refer to Engineered truss design for peak, splice, web, and heel plates, ®If gable vertical plates overlap, use a single plate that covers the total area of the overtopped plates to span the web. Examples 2X4 2X4 *2X8 VNo 'L' or 'T' brace or f. In lleu of scab brace Gable Provide connections for uplift specified on the engineered truss design. vertical length greater, than Attach each 'T' reinforcing member with 48' 'L' or 'T' brace required End Driven Nnllsn i0d Common (0148'x 3,1,min) Nails at 4' o.c. plus (4) nails in the top and bottom chords. Rigid Sheathing Toenalled Nailst 10d Common (01481x3',min) Toenails at 4' o.c, plus 4 Nall (4) toenails In the top and bottom chords, IT' This detail to be used with the appropriate Alpine gable detail for—ASCE- Reinforcing wind load, Member Truss Spaced At 4' O.C. 4 Nails ASCE-7-05-GEEI-e Detail Drawings A13015051014, A12015051014, AU015051014, A10015051014, A14015051014, A13030051014, A12030051014, AU030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detall Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20D30END101014, A2003OPEDIDIO14 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toenail - lIr - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord, 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Jeb Length Increase' Br-ac 'T'_Reinf. Mbr. Size 'T' Increase 2x4 30 2x6 20 Examplei ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' v V l�l�\\V 111 ��O r� a d v AN IIWCOMPANY 189 ukeWDdve EedhClty,IJOU45 VARND¢id READ AND FU1aV ALL W= ON Un DRAVWCi -J)WCRTAl naFIIRNISM Teas DMVD'ar+ TD ALL CONTRAcrORS MMUM45 naE INSTOLIMM Trusses requkv extreme cars In fabrecatep, handihng, shippft, Install and bracing. Refer to and followthe rarest edition of Best ldrre campan:nt safety rnfarmatwn, iiy TPI and SBCA) for snfsty broetJces prior to perforMp tFwse funetlons. Hvstallers shall provlda temporary "bradrp par HCSE ess noted atherwbe, top chord shall have properly attnd+ed structural eneatNng and botton chord stoat have a property attached rgld calla Locntgn shown for permanent lateral restraint of webs shall have fx•adng ltistnLLad per 8[:.SI secticns B3, 87 or BrO, ns opWleable. Appl prates -to each face stria -1 of truss and as stoma above and on the Jotrrt Detafts, un ess noted Refer to drawlnps 16OA-2 for standard plate positions. Alpine, a division of ITV 8uAdna conponentsInc.Grap Inshall not be respansble for any deviation from this drawing, any failure to build the truss in conformance with ANSVTPI 1, or for honaag, shipping A wear on tines atrawFq or caws pa uwt►>o this drawbo ideates of • Installation L brcdra of trusses, � pr��'4 eengLwrYp reaOdtsEllty sdel for the Ides* shown. TM fa eery stlwetWe Is six resyporutVstty of the aidYp Dedpner AN�Sr/rp�I 1 Seca � For more Infornatlon see this Job's general rates paand these web sltes+ A"Er wnalpsnvtLwtam TPD wwwAni nst,aral SOCA, wwr page trvaral JED wewlccsafe.aro °,,,1AuJ0J,yy$ rv.+•••••^• ^44Z,,ac"sF.' ;'_ Na "716Z az �3%% STATE OF ti%w fit?% {f;�'vs �cs CORs :o�: •' um....v samn7asm ""' '•' �� ^� -- MAX. TOT. LD. 60 PSF REF LET —IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR, FAC. ANY MAX, SPACING 24.00 2: 0 Hip frame stops at plumb cut of jacks to maintain pitch continuity, Hip frame lumber Is SPIT, So. Pine, HF, or DFL Standard, Stud grade, or better, Frame Details See Engineer's seated design for setback, lumber, plating, loading, and duration factor required, 'R' Hip frame chords may be trimmed up to 2' to fit, purl(ns must be intact and properly attached. Hip Frame Stepped Hip Svstem Trusses Pitched and Sheathed Chord Area Hip Framew B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0,131'x3.5' nails Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5' nails @ 6' o,c. maximum spacing, �— Setback --{-- Stepped Hip System Trusses Use ASCE this detail 7-10, 180 for; mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of di hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30 Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of chords stepped hip system must So. Pine lumber. Residential, Wind TC DL=4,2 Kzt=1.00 nets must be properly attached directly psf, To h [ins. "VAR"VO— READ D FOLLOW ALL NOTES ON THIS WAVVQ'% REF HIP FRAME oBiPQTTAN ANTss FUZNISN TMS ➢RAVM TO ALL MTRACTOM DMUDM THE DWALLFRSENs� Trusses requtr-o extreme care In fabricating, handUng• zNPPino• MstalUrg and t>rochg, Refer to and 'C1 � DATE 10/01/14 foUov tine latest emtlon of HCSi C&Altltrg Component Safety [nfornatbn, by 1P[ and $BCA1 for safety No practices prior to performing these functions. InstaUers shalt provide tenporory bracing per HCSL _ �V - unless noted otherwise, top chord shall have property otwched structural sheatY ng and batten chord e _ DRWG HIPFR1801014 ^ ti shall have a properly attached rlptd c2lt hg, Locations cYwsn for parnanent lateral restraint of sebs. - _ Q �U chaLL have brocrhg InstnUea per B SI sections B3, B% ar H10, as opplknWe. Apply plates to each face 'Ulm of truss ana ppoosltbn as shovn above and on the .bint DetaLs, unless noted pti mise. S' A E OF Refer to dravtngs I60A-Z for standard plate pasttbna. .� Alpine, a dlvlslon of ITV BuRding Components Inc shall not be resp-sale for any devlatbn fron ,pia IT W QOMPANY Is Mro Iii, any fnlure to build the truss in canFomm�cr dth ANSVTPI 1, ar for IxindUng, shippkq, / n I OP, ehstnitnibn L beach of trusses, '*' O T9 V A seal on this drneing or cover page listing this draehg, V.*-tes acceptance of professlawl 'r4,y� �' EarhCiyeM0163045 for an�tures -hhe respa sbikY fdet{he BuldhD Designer peryANSUTPI 1 Ser2 �Q �.XA �IYySEJIMN,e �,l0�t�y�� Far pore Infornation see this Job's mere( notes n e and +hex eeb sites. ! E!!! ft tt t ALPDO vv►atpinaltv.con; TPH nvtptnstorg; SBClu —16chdustryorg; Ilb woke"Fearg Valley Detail - ASCE 7-10; 160 mph, 30' Mean Height, Enc(osed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, )K)KAttach each valley to every supporting truss with, (2) 16d box (0,135' x 3,5') nails toe -halted for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1,00 Bottom chord may be square or pitched cut as shown, Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates. 3X4 12 12 Max, 2X4 X4 -- 8-0-0 max --{ 04 1X3 1X3 (Max 1X3 5X4/SPL 20-0-0 (++) Supporting trusses at 24' o.c, maximum spacing, Unless specified otherwise on engineer's seated design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% 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 witht 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 seated design, xxw Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', Pitched Cut Bottom Chord Valley 4X4 Valle Spacing 2X4 Square Cut Stubbed Valley -Optional Hip Bottom_Chord-End Detail Joint Detail o" 2X4 Q GW � SQa lv�T„ T FURKM MA�FOLLOW � Mu � DWG_ ,�` � �-'v+ig '�., TC LL 30 30 40PSF REF VALLEY DETAIL Tn,sses require trene can In Fnbrkntlrp, handling, shippy,g, InstalUng and bmdng. Roper to and',�'C DL 20 15 7PSF DATE 10/Ol/2014 idW. <he latest eNtlon of BCSI OMdlnp Canponens Safety I.tit lion, by TPI and SHGq For safety p` �` , ` pr etices prbr to PerforrP g these Funeay. [notaUers shall pravNe terporary bradng p.r IiCSL mil, 11,111s tea an,.r.1 atop chord shall have properly ah—nf .tructwnl aheathbp andd bottan chore _ t BC DL 10 10 10 PSF DRWG VAL160101014 shall lave o properly at Id rlg,d celUng. Locations shorn far parnanent WSerol restraint of ebs j' i` shot Imvo lradrq Installed per 1ik. sretbns the H7 R10.Ut as Uasable.- dppt plates to tatlr face P 1111'� rg aF lase dra po.ltwn as fharn abet. state an <ha .wlni n.saRe, °lpP.ez head a4i,.r.lso. - �' � � BG� LL 0 0 0 PSF R.For to drat nl gs I60A-7 For stordnrd plate posNlans. Alpine, a mvmwn of 1Tv BWldr�p C—ponents Growp t—. shall not be respansUde far any devi ti n Fran - TOT, LD, 60 55 57PSF /1N rtW COMPANY this dra.b,g, any facture to b.0 th. trams In eanFornance vith AHSI/TPI 1, or for handtire, sh%4*, , ATE F In.w.tion L b ..1,g of trusses. A seal art this d'a�g or cover page UstYlg this drashp. lrWcatas acceptance aP praF.sslond }� .. anOr. lag re pa�,>;e.i�s«.ly F� the desk shown. Th. s t"V and � of this dr..�g ,, p 4 w far, any s h rvsponsmalty of OAdi g 113"V r pop, ANSVWI 1 S.e2�t,<� UR.FAG 1.25/1,33 1.15 1.15 133H9 Lakelmnl Drive '' - SPACING 24,0' Earth CUy, MO MS For ,opts 1nPorlatlon see this dot's generol notes ge and these web skew k. �� ALPINE, rnalslneltr.conl TPB nrtdnstawl SBCN nr stry.orgl 3CQ rerkcsofe.ara I,, L IIIA, M1! Gi�r. .1 Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 Ft Mean Hot, ASCE 7-10, Enclosed Bldg located anywhere in roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Meon Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5P0 psf (min), Kzt=1.0, Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. Detail A t Purlin Spacing = 24' o,c, or less Piggyback cap truss slant nulled to all top chord 12 purlln bracing with (2) 16d box nails (0.135'x3.5') U to 12 II I \\ and secure top chord with 2x4 grade scab p �\ (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. O.C. max Top Chord Scab (Typical Each End) Flat top chord purllns required at both ends and at 24' max o.c. spacing In between. i Detail D t Purlin Spacing > 24u o,ct P199Yback cap truss slant Walled to all top chord purlln bracing with (2) 16d box nails (0135'x3,5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c, 12 Attach purlln bracing to the flat top chord using a minimum of (2) 16d box nails (0,135'x3.5'). Up to 12 V ��� i I i i 4' \\ l ( \\ / I Purlin Spacing > L''( 24' o.c. Top Chord Scab (Typical Each End> Chord Flat top chord purllns required amax t Depth both ends, purlln spacing > 24' o,c, Notes If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max, and use Detall A."WARNMylpalJdiiJJJJjj wx1ltPORTANTes FUNSaSHHTIGS READ AND m�ALiL a]NTMT= MMMING UE UWALI- & `�.DRAVINGv�(`�\�+ '7 1ff�� Trusses require ewtrene care In fobricotktg, handUng, shipping, Installing and brackt9. Refer to and `` ,,++C follow the totest edition of SCSI (Butding Conponent Safety Infornatlon, by TPI and SBGU for safety ��\V C{�c1 practices prior to perf.mIng these functions. Insta(lara chnU provide tenpsrary b—dng par BCSI. N UA ; Unle ted otherwise, top chord shall have property attached clructtr•al henthirp d bottom chord shall have a properly attached ICSI ze tl . LB3, 87 a shorn for pernWe. Ioteral plat" to a of ebs ��� chap hove bra Wig Installed per aboI card on th J or a10, ac appekablo. Applyrwise. to each Face of trues and ppoosltiort horn ahoy and on the Jotrtt OeWec, uMeca noted otherwise. Refer to drawings 16CA-Z far standard plate positions. Alpine, o UvW n of ITV Baiting Conponentc Group Inc, ch.0 not be responsible far an deviation from AN 1TINGOMFYIM this drawing, any fatlure to buBd the truss In conformance with ANSI/TPt 1, or for hand�w, sNpping, y t� ©p Installation L bradng of trusses. A seal on I&& drawing or cover page Ustkp tfds d—Ing, bdicates acceptance of p ofesstorml ds ertg4teerlrg responnrmNty srcely far the design shown. The sWtnbAKy and use of this dra-kv 13389 Lakefront Drive far any structure Is the sporvs6iltty of the Butding 0eslgner per ANSLTPt I Sec& '`4,p tt E.trih City, 63045 For nore InFZ tiorosw th ph'e gone^at nota3_page and then seb sltev rA� ft q b _ __, ,. __.h.V�QA1A1 eA117�k�` I Attach purlln bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord N3 grade 2x4 scab may be replaced with either of the followings (1) 3X8 Trulox plate attached with (8) 0,120'xl,375' nails, (4) Into cap TC 6 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'x1,375' nails. Note+ Nulling thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methodst Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3XI0 Trulox plates for 2x6 and larger chord members. Attach to each face @ S' o.c. with (4) 0.120'xl.375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates nay be staggered 4' o.c. front to back faces. APA Rated Gusset B'xS'x7/16' (min) APA rated sheathingg ggussets (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 H2, full chord depth scabs (each face), Attach @ 8' o,c, with (6) 10d box nails (0.128'x3') per scab, (3) In cap bottom chord and (3) in base truss top chord. Scabs nay be staggered 4' o.c. front to back faces, 28PB Wave Piggyback Plate One 28PB wave piggyback plate to each face @ W o.c. Attach teeth to pigimback at time of Fabrication, Attach to suppor Ing truss with (4) 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 CLR Rein -Forcing Member Substitution T-Reinforcement This detall Is to be used' when a Continuous Lateral Restraint (CLR) or T-Reinf. Is specified on a truss design but an alternative web L-Relnforcementl or reinforcement method Is desired. L-Reinf. Apply to either side of web narrow face. Attach with 10dinf Icing member nails at 6' o.c. Reinforcing member Is Notes! a minimum 807 of web member length. This detall Is only applicable for changing the specified CLR shown on singte ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement, Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type, Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(W T-reinforcement, L-reinforcement, or scab -reinforcement to be same species and grade or bet -ter -than web member unless specified other -wise -on En—gIneer's sealed design. ()10 Center scab on wide face of web. Apply (1) scab to each face of web. 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) nalls at 6' o,c. Reinforcing member is a minimum 80% of web member length. "VARNIN151- WAD NO IN TM DRAVDQ seRPOTT� FLF441SH THIS BRARAVIM TAU DN1 CONTRALL ACTORS INCLUBM THE INSTALLERS Trusses = extreme care In fabrlcattrp, handUN, shipping, installing orW b—ing Refer to and folios the lotest e� ' of HCSI SBuRdng Conpormnt Safety Blfarnatbn, by TPI and SBCA) for safety practices prbr to performing there functions. Installers shall provide torporary bracbg per BCSL Unless rated otherwise, top chord shall have properly attach.d Siructur6l sheatHng and bottom cha v shall have n property nttachetl rigid celWq. Locations shorn for permanent lateral restraint of webs a It ^� shall Mva brndng lnrtabetl per HCSI secgoan Ah J or Bia,M i, apolcahlo. Apply plates to each Pace III1LLLIIII�L��IIIIUJJ'u���' of truss and ppoosltbn as shorn above aM an the Joint Detnsc, 1i.3 ss noted otherwise. Refer to draw4i95 166A-Z far standard plate positions Alpine, a rsvlsbn of ITV Bua!l Components Croup Im, shall not be responsible for an deviation fry AN RWCOMPANY this dra= any faAure to buRd the truss bl conformance with ANSI/TPI 1, or for handling, shypfrg, hstagatbn L bradrg of trosses. A seol on this drawing air rover page Osri,p this drawwp, trdcates acceptance oP professional e�tres lty solely for the design shown The sWtaW:y and use of this drawing 13389 Lakefront DrW far any Is the resporalbWty of the Building; Oeslpner per ANSI/TPI ! Sec2 Earth City. MO 63fM6 far mare Information see this job's general notes page and these web sites, AI.PINEi www,alolneltssoni TPI- ssw.totist.oroi SBCA+ w—sbclndustrV.oral ICO wwwccsofearo Scab Reinf. EL II�,q '',, TC LL PSF REF CLR Subst. TC DL PSF DATE 10/01/14 2;�N� C DL PSF DRWG BRCLBSUB1014 C I PSF !'OT. LD, PSF SPACING Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for or web member, This design is valid only for single ply trusses with 2x4 or 2x6 broken members, No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section U = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel, Nail Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered. Nail Into 2x6 members using three (3) rows at 4' o,c„ rows staggered, Nail using 10d box or, gun nails (0,128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail Is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail ma not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in toads. s L L 4' o,c �TYPicai ~ + o + o + o + o O + O + O + O + —{ 2' F— Stagger + = Back Face 10d Box (0.128' x 3', min) Nails: O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triole Row Staggered Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 f 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 22451t 2620# Web or Chord 2x4 e 0 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# s L MINnun B L Dlstonce Mtnlnum L Dlstance B L L L Nail Spacing Detail °'� WARNINMM READ AND fDLLOV ALL MOTES ON THIS DRAVDA7 11' ` >, REF MEMBER REPAIR nnG'DRTANio AVRMtsT+ THIS DRAVING m ALL CONTRACTORS Di0.UDOlG THE DiSTALLERS. ,� Q' CE,y "Y Trusses roquW oxtr.n. re In Pabrknt4.g, handllnp, chtpp4tp, InstolGrp and brncl,D. Refer to and •r calm• the fotest odtlon of SCSI (Busdna Component Softy Infornntlon, by TPI and SBCA) for .af.ty �' �� DATE 10/01/14 pprractices prior to perforrM9 these functions. In, s'. provlde tenpornry brndng per BCSL NO, li+tess noted otherrise, top chord shall have property attached structural sheotNng and bottom o,ar DRWG REPCHRD1014 shall Ynve a properly nttnchetl rlpltl ced6p. LocoSlons shorn for pernanant lateral restraint of •ebs .Fall — nd Inst.. par BCSI secd on th J or B1a, s o A..nbte. o t —IS.. to eoch fceALP IILi�—=_ of truss ntl ppoosltlon as shorn above antl on the Joint Deto4s, unless noted otMrrke, p�+'r`` G Refer to dra•inps 16M-Z for stond-d plate posltlons. s� 1E OF Alpine, a dvUsron of RV Buttdln0 Components Grouupp Inc shot( not be responsible for ony deviation from .. 0 AN MCOMPANY tHs dro.hB any failure to bJld the truss M coniornance rlth ANSI/TPI 1, ar far hantl np, sNppNg, 9 Mstailutron L brac4,p of trusws. �i �4 0 A eed on tNs d-n.Y1p o- rover pose SstYq tNs drn.4p, Ndcotes ncaptonce oP professbnnl �ip� I(� Al enl>eneer4g mesponsSYlltY surely for pu des�n aTo.n. 7M staltabllky wd use of this droshtg / `-f��t r 13309LakotronlDnve for any str Ftowel�Lh�efornaresp4on ty� the Bulldhre9pDeslpner Per AHSI/TPI 1 See2 'fffyuy'/t AL 1. *eutt�t�� Eamh City, MO 630A6 .Wb' 6 pnpe nM these .eb sltesi fyff V'tf Mltt SPACING 24,0' MAX ALPD7E� ..•.atpirrott..conl TPD .e..tptnst.orDi SNCNrre.cbclntluctryargl ICA •.rJccsaiear0 ffl 111t • r STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' GC MAX. LENGTH TO� ILLER EXISTING FILLER 1 - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER <1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS, - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. - LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH), APPLY REQUIRED BRACING (SEE BELOW). OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). xLATERAL BRACING IS NORMALLY -REQUIRED -ON THE STRUCTURAL BOTTOM CHORD OF THE -ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME'CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS KmTC-n ON THIS SHEET T USE THIS DETAIL FOR, 1CTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITI❑P :RIOR BEARINGS AT ANY L❑CATION ON THE TRUSS. DS IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME, i LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, DER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE). =P-L-AGE­-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 BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED, - VERTICALS MAY BE JOINED BY <2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18, LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX <0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT <ONE FACE ONLY). na11ARNM" READ MID MUM ALL bits ON THIS MAVM .�`' -`i�1r REF BC FILLER W.HtpotrMT— rMdSH n= BRAWM m ALL CONTRAcnizz v* UD01O THE V=ALwm �. ` r� Trusses regtdre e><brene care h fabricating,handthp, shipping, instal and bma ling. Refer to and \ �''� fold. the atest emtlort of HCSt ®tdctno Comonent Safety InFornntbn, by TP[ and SBCA1 for softy �:��' ,c,EN�$' � �+ DATE 10/01/14 pprroaccUces prior to prrforninp theca furtctlons. Installers shall provide temporaryy bradngi per 8151 shdoss notad otherWse, top chord shalt have property attached structr sheatNnp and hatton char N DRWG REPBCFIL1014 1-�� r shall have a properly attached rlIoaW eellh9. Locaibns shorn For pernanent lateral restraint of Webs - / d �lJ shall Fave brndrtp hstaUtd per above sections the J or DRIO,et as applicable. Apply plates to each fate of truss and ppaosltbn ae dram andar and to osi Joint Detoes, uNess rotntl oth.rdse. ReFer to draWhps 160A-Z for standard plate positions. Atpine, a division of ITV BuldrQ Components Group Inc shall not be responsible far any deviation fr S A 1 (_ ()F AN rtWCOMPANY thk draeing, my facture to build the truss h eonFornonee vm ANSI'TPI 1, or For hoedurg, sNpphp, Installation L brochp of trusses. �0t A seat on tints droehp dr cover page tfstbg this draehp, Indicates acceptance of professlnat '. !' '�C erg int�esponsUlty solely for the desiyd shoes Th. sultalAtty and use of this draNnti �{ 1338E Lakefront Odwi for ably For moreIs th�eFor dnM d�shm tjs of bs�enern,Bl noies pope and them eb sitrst iy Farih City, MO 63045 ai aru , � .._. m� _.._...w .....� a rep ..t.d,l .....,,,..,,, .�.i.,...e_...... '%hd t�dC�fttAI SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 30,00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00. ASCE 7-10 160 mph wind, EXP C, Or 140 Mph wind, EXP D, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1.00, Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0.128'x3,0', min) nails at 8' o,c. plus clusters of four nails where shown In figure below 00, 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. aVARMNMwe READ 44D FM.LUW ALL NaM gH TIM BRAvgug w.I1PQtTANTa FUW,SH THIS BRAVM To N.L. caii ACTORS mmuliIIIG TIE giSmilmi `�- JGv ---- ' �7i��''• `� TOTAL TOP CHORD NOT T❑ REF 2X4 SCAB O.H. DATE 10/01/14 Trusses require .xe-.ne pare In Pn6r�nUrq, handling, shipping, h8tnlanc and brou,9, Refer t0 and the howl edition of BCSI ®uadhg l:onponent safety Inforlan, by TPI and secAl far fety `.gQ\ �GEfV$� � C, s LOAD EXCEED 40 PSF DRWG ❑HSCB2X41014 ppF11, Unlesscnot�dotharikeF top Shard shal—Ilons. Installare sMU provWa lenporary brodnp par BCSL properly ttachad structural .hea o.d batten chord _ NO � CDEAD PLUS LIVE> shall hove a properly attached telling. LocatbIs shown Por pernonent lateral restml"t oP webs ^ l��!' d L�O .12,. plot" to each face ils Unlessbno Apply otherwise. shntl hsve Nuclrq Installed per SCSI eand on th H7 or Details, of truss and ppooLtWn as thorn above .t on the Jah! Detaas, I,Ppll noted otherylsa. Refer to drowhas 16OA-2 for standard plate positions. Alpine, a dvlslon of ITV Buldin Components Grow Inc shalt not ba responsible for an devlotlon Fran S ATE OF AN ITWCOMPANY tI droe8p, arty FoAure to bUld the truss In confor a with AHSI/TPI 1, or For hardurp, a pping, hstallatbn 6 brochg of trvsses A seal on this droehg w cover page Ustft this droehay tr+recntes oceeptonrr of professlornl e�F�eerYg re y :aely far v,e d.srgn yawn. The sritabllq a,rd use aF thb drawing for mry_ trs ucMre tin rarpor1560.1LY of the dAding gos1gner per AHSVTPI 1 Sar2 y 9� �1 n ry,Os�f�v 4 W rl a ��, q\.\' DUR, FAC, 1,15/1.25 SPACING 24e 13389 Lakefront Drive �TPl see web y" N��� \\\\ �(%�((+( Eanh City. MO fi39a5 ALPINE- wewalpinattw.con w—tphstargleSECA, —.bc�h4aistry-Vj ICO —.J—fearg t\tt\`