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Home My WebLink AboutTRUSSRANEY COMPONENTS iTllc',V 19900 Independence Blvd. Groveland, FI 34736 0X ponents, 1.1A: Phone: (352)429-9429 Fax: (352)429-7429 Job Information: Customer Name: DR Horton Description: 4EBB 1828-Cali "D" LL OL Address: ' Creekside Lot 132 8412 Cobblestone Dr City, State, Zip: Ft. Pierce, FL Cover Sheet Order # JOB # 136DCS132 Printed: Fri, Aug 25 2017 FOR Name and License Number: --Loading Information: Root Loads: Floor Loads: ------- TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Sid: Wind Type: Wind Speed: Bldg. Useage: Building 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 At 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 A8 10 A9 11 A10 12 B1 13 B2 14 C1 15 C2 16 D1 17 D2 18 M3 19 ER 20 EVA 21 EAL 22 BJ5 23 BA 24 BA 25 BJ1L 26 CJ7 27 CJ3L `��®��eeoo�o�rreioe�i �% . �L MART s� q b No 047 m-0 � = STATE OF :�<C/: oO��S�� ,fill1E�,� File COPY Page 1 of 1 RANEY COMPONENTS aiiey 19900 Independence Blvd. Groveland, FI 34736 0,wrone lt'S, Ec one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS132 Printed: Wed, Aug 2 2017 Job Information: Address: FOR Name and License Number: ustomerName: Creekside Lot 132 ,R Horton 8412 Cobblestone Dr ascription: City, State, Zip: EBB 1828-Cali "D" LL OL Port St Lucie, FL Loadin9 Information• Roof Loads: TO 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: Wind Sid: W/nd Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C WIM Pages or sheets covered by this seal from: 1 thru 27 Total 27 # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO t Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 A8 10 A9 11 A10 12 131 13 B2 14 C1 15 C2 16 D1 17 D2 18 M3 19 EJ7 20 EVA 21 EJ31- 22 BJ5 23 BJ3 24 13J1 25 BJ11- 26 0J7 27 CJ3L 'I 1, by Manuel Martinez Manuel Rep resentUS, tile, ou=M ACES Business Representative, ou=M AND E ASSOCIATES 1, P.A., cn=Manuel Martinez, 09.2342.19200300.100.1.1=A0109800000 • 7 01484CF.BFFEE960000211F xt i n e/z Adobe cr(%a02 C version; -04'00' .� Adobe Acrobat DC version: S ' oo Z7 2015.006.30306 fti No7; t� tarWA M '� • M '" Y w.to STATE' L? *�ot "ff�sNin• OF ;o ° *' 4 / S AL #: 40 015A 38 FF 55 81 BO BB 7F48 00 99 2E 85 FB Thit itamhaabtrn tkcsrras yu ned and sealed 6y Maud Math,=, PE (a. M.047IN21 CM tilt dadeshoWn above Wng a SPA1 wAmtka'ma.r-,cede. meted Kcpta oftf&docm=A a a a not csaw6red I%ncdmd staled a'xd 1iwE..•k5A=7 autrienttc�Lt codern�t!at"Af& m acyeltctrank ceylns.. Page 1 of 1 Job Number: T4EBruss 1828-CLabel:A16D LL7OL /DR Horton /4EBB 1828-Cali "D" LL OL I I Wgt 16 2 Ibs I FROM: AH 692 / T10 / COMNI DRW / 08/02/17 it I a �1 T8"11 + 4'3°5 +2'0°i p 59"1 + 5'9"1 T10"1S_ 4'3"5 T6"11 1 T8°11 12' 14'0"1 ; 19'10" 25 T7"1 2T8° 31'11"5 398" Y Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:'NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL ! W TCDL: 7.00 Speed: 160 mph Pf, NA i Ce: NA VERT(LL): 0.178 M 999 240 B 1650 / 709 / 961 ! - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.388 M 999 180 H 1650 1709 1961 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: INA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.163 J - - B Min Brg Width Req = 1.9 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.psf Code / Misc Criteria Creep Factor. 1.5 P H Min Brg Width Req = 1.9 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.632 Bearings B 8 H are a rigid surface. Bearings B & H require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 1 Max BC CSI: 0.549 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.605 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 itFT/RT:20(0)!10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F 1108 -1899 Lumber I B - C 1442 -2961 F - G 1263 -2430 C - D 1263 -2429 G - H 1443 -2962 Value Set: 13B Effective 6/1/2013 ( ) I D-E 1108 -1899 H-1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 9 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC B - P 2568 -1123 M - L 2082 - 814 !�) P - O 2566 -1123 L - K 2567 -1129 Bracing , O - N 2566 -1123 K - J 2567 -1129 (a) Continuous lateral restraint equally spaced on ' �� ', �� ~'�� N - M 2081 -789 J - H 2569 -1129 member. Or 1x4 T" reinforcement. 80% length of web member. Same species & SRB grade or better, +s, igp "e Maximum Web Forces Per Ply attached with 8d Box or Gun (0.113"x2.5",min.)nails°j*e (Ibs) @ 6" oc. Webs Tens.Comp. Webs Tens. Comp. , I P - C 286 -13 M - F 468 -735 TrayScab(s) .w C - N 387 -554 F - L 483 -204 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach to face Nails 8" w " i N - D 482 -203 L - G 387 -554 scab of chord with: @ oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st 4 D - M 468 - 734 G - J E M 1338 286 -15 panel point: (0). _40* - -714 Loading Truss passed check for 20 psf additional bottom live load in areas with 42"-high x 24"-wide 04 4 M � ;+ chord clearance. I Wind 40 01 SA38 FF 5B 83 SU BB 7F48 00 99 2E 85 FB Member design based on both MWFRS and C&C. ThUItem his besm and wiled by Maiwtl Martinez, pt(a.Lie. r4i.02( on the date shown above 6.ingasHf 1 "and ation'wde.. I attated Capin I`Ws dccuzma M not cendtrrrcd stpdd and =led and daa E—A, cdtenrxafimacod¢ mtzt bA vaiifclan arydectionk cci:.las. 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,handling shipping, Safety Information, by TPI for installing and bracing. Refer to and follow the latest edition of to these functions. Installers shall BCSI (Building temporary ,omponent andSBCA) safety practices pnor performing provide 3racing per BCSI., Unless noted dthenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraintlof webs shall have bracing insTalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. k fer to irawings 160A-Z for standard plate positions. 4lpine, a division of ITW BuildinclgComponents Group Inc. shall not be' responsible for any deviation from this drawing,any failure to build the bracing tivsses.A this drawing :russ in conformance with ANSI1TPI 1, or for handling shipping, isting this drawing indicates acceptance of professional installation and of seal on or engineering responsibility solely for the design shown. cover pa e The suitability ANSI/TPI 1 Sec.2. and use of this drawing for any structure is the responsibility of the Building Designer per Job Number: 136DCS132 Ply: 1 SEQN: 6356951 T131 COMN 4EBB 1828-Cali "D" LL OL /DR Horton 14EBB 1828-Cali "D" LL OL '•'t Qty: 1 FROM: AH DRW. Truss Label: A1A Wgt: 254.8lbs / ... 08/02/17 7'10" 1447 19'10" 22'64 26'8" 31'10" 39'8" 7'10" 6'8"7 5'S"9 2'8"4 4'1"12 5'2" 7'10" m M 0 T N 1m E=6x19 111 X4 333X6 m3X4 m6X8 1112X4 112X4 m5X10 7'8"12 4'3"4 2'0"1 5'9"1 2'10" 4' 28" 7'11"15 1 TB"12 12' 1401 19'10" 22'8" T8" 31'8"1 39'8" ZD 0 5(A2) Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc 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): 0.539 F 876 180 1 1557 / 707 / 959 / - / - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.124 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean Height: 15.00 ft HORZ(TL): 0.286 K - - B Min Brg Width Req = 1.8 g Code / Misc Criteria CreepFactor: 1.5 1 Min Erg Width Req = 1.8 NCBCLL: 2. 00 TCDL: 4.2 psf Bearings B & I are a rigid surface. Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 9 9 p TPI Std: 2007 Max BC CSI: 0.548 Bearings B & I require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.972 Loc. 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, 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 C - D 1261 -2220 H -1 1434 -2754 Value Set: 13B (Effective 6/1/2013) D - E 1106 -1732 I - J 27 0 Top chord 2x4 SP #1 E - F 1611 -2512 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "'I3B" uses design values Maximum Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Camp. B-S 2391 -1120 P-O 20 -9 Bracing S - R 2388 -1120 N - L 2965 -1290 (a) Continuous lateral restraint equally spaced on �c� R - Q 2388 -1120 M - K 26 -12 member. Or 1 x4 "T" reinforcement. 80% length of � xWvo Q - P 1897 -78B K - I 2382 -1121 web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Maximum Web Forces Per Ply (Ibs) 40 Webs Tens.Comp. Webs Tens. Comp. Tray Scab(s) e wa 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 57B -1048 scab to face of chord with: Nails @ B" oc, plus ." * Q - D 458 -199 G - L 869 -407 additional nail clusters at: BRG.: (0), heel: (0), 1st STATE D - P 471 -682 L- M 71 -3 panel point: (0). pit. E - P 59 - 531 L - K 2552 -1201 Wind "s �►': E - N 2267 -1099 L - H 634 -187 P - N 1880 - 659 K - H 466 - 869 Member design based on both MWFRS and C&C.a N - O 18 -1 40 01 SA 38 FF 513 81 B0 BB 7F 48 00. 99 2E 95 FB ThIt and.=Idd by?Aa tl Wartb'�, 'zFE Y£ , Lk. 94719ztun tbo tail5tWWO abd'M Wng a SA44 013ffiienticaft-CCde. Fzbtnd c"aftfih dxuma—nos c—AmadwAbd asdtF;eS2zu411enYsatie�codcnssst�x^�slr�i�acsy��icctrar�t: CM1.t. "*WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly CcCc. ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg ins fled per BCSI sections B3, B7 or B10, . ADDTv Diales to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to a division of iPi 1;ortor h acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS132 Ply: 1 SEQN: 635697 / T1 / COMN ° 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A2 Wgt 221.2 Ibs / ... 08/02/17 p i 14'4"8 1910' 25'3"8 �31'10 F 39'8° _p + i- T10" 6'6"8 5'5"8 5'5"8 6'6"8 , T10" E ®4X4 D F®3X4 12 p 6 i (a) o G m C (a) j (a) p A m3X6(A1) B Hm3X6(A1) 37 P O N p M L K 1112X4 a3X6 .3X4 I !s3X8 -3X4 e•3X6 J m2X4 —13'4" 5'8° 296° p _L1� +" T8"12 + 124 + 1411"I spry 19.10• ST 27'W! 31�11°4 iL" 39,83 p Loading Criteria (psf) Wind Criteria Snow Criteria (Fg,Pf in PSF) DefI/CS1 Criteria ♦Maximum Reactions (Ibs), or `=PLF 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 B 492 / 205 / 310 / - / 445 / 8.0 TCDL: 7.00 Speed: 160 mph PF NA 1 Ce: NA VERT(LL): 0.040 J 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.098 J 999 180 Q" 317 / 142 / 183 / - / - / 68.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.014 J - - H 895 / 408 1659 / - I - / 8.0 Des Ld: 37.00 EXP: C I HORZ(TL): 0.032 J - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft 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: 0.531 Q Min Brg Width Req = - H Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.451 Bearings B, Q, & H are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 ft Re Factors Used: Yes P p FT/RT:20(0)/10(0) Max Web CSI: 0.695 Mfg Specified Camber: Bearings B & H require a seat plate. Loc: from endwall: not in 4.50 ft GCpi: 0.18 Plate Type(s): I Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE I VIEW Ver: 16.02.01D.0314.13 Chords Tens.Comp. Chords Tens. Comp. Lumber ( A - B 27 0 E - F 350 -258 Value Set: 13B (Effective 6/l/2013) B - C 205 -470 F - G 516 -769 Top chord 2x4 SP #1 C - D 410 -109 G - H 707 -1335 Bot chord 2x4 SP #1 p D - E 342 -229 H - 1 27 0 Webs 2x4 SP #3 Lumber value set "1313" uses design values i Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracingf Continuous lateral restraint equally spaced on '� "'tt B - P 494 -373 M - L 596 P - O 489 -373 L - K 1117 -137 -467 (a) ,� member. Or 1x4 'T" reinforcement. 80% length of "�'*mot O - N 489 -373 K - J 1117 467 web member. Same species & SRB grade or better, %7 /ram . attached with 8d Box or Gun (0.113"1Q.5",min.)nails 410. j N - M 640 - 670 J - H 1120 -467 @ 6" oc. 9 7 y ar Maximum Web Forces Per Ply (Ibs) Plating Notes " p Webs Tens.Comp. Webs Tens_ Comp. All plates are 5X6 except as noted. e P - C 318 -33 M - F 484 -707 Tray Scab(s) p $TAT E OF '�r,• C - N 423 - 637 F - L 486 N - D 574 -1077 L - G 404 - 221 - 599 (1) 2x4x0-14 x SP #3 scab at left end. Attach scab to ,p @ �� D - M 669 - 267 G - J 298 - 20 face of chord with: Nails @ 8" oc, plus additional nail*' clusters at BRG.: (0), heel: (0), 1st panel point: (0). ?`��a»s E - M 70 -151 �v«C>��. Attach �YON (1) 2x4x"-11 x SP #3 scab at right end. scab to face of chord with: Nails @ 8" oc, plus I , , BRG.: heel: 1st 1914111 additional nail clusters at: (0), (0), panel point: (0). p SER(AWt 40015A38FF5B81BOBB7F4800992E95 FB Wind Thk ltemtsa Ac6okarw1mDjsapcd wA=alcd by rlL of Martin". Member design based on both MWFRS and C&C. PE (FL. Lk. »drrsztcnthe dasestwwnatmmw. 9aSPA4 su-th erticat�at code. i f9tatad cgx4asar6ls doccxmmstacc not uxssiaraed sfgnec andstain d Z tte wthcnticatian code nmt titaxrded on atydutrank p "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedgid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise_ (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildinh�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI P1 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e, . the design The listing this drawingg indicates acceptance of professional engineeringg responsibility solely for shown. and use of this drawing for any structure is the responsibility of the 8uiiding Designer per ANSIlTPI 1 Sec.2. suitability Far more information see this iob's general notes page and these web sties: ALPINE: www.al ineitw.com; TPI: wwwApinstorgSBCA: www.sbdndu .mm' ICC: www.iccsafe.org Joa Number: 136DCS132 Ply: 1 SEQN: 5394221 T11 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL `` Qty: 1 FROM: AH DRW: Truss Label: A3 Wgt: 361.2 Ibs Page 1 of 2 .. I ... 08/02/17 f 2: 1114 + 1448+ +253B %2"2 F 398 11014 Fla 14 IT �^2e"� La Xg K 5M J N I O S3X4 H P113X4 G Q 12 F R 6 p E AN ia) Be BE . T ®5X6 b O5X6C Be U b I AS AO AZ Ib) BJ AV Ay BI AK i 3X4 3 AT p X BH .3X6(AAt) B AL G V. w6(A1) 37 AH BK AG AF AE AC AB AA Z Y X .5X6 .3X8 .5X6 - Iva* 5' 21' FP+ TS'13 6'3'3 + 510' + 5'10° 6'3'3 { TB°13 1� T8'13 14' 19'10' 25'a. 31'11'4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL ! W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.051 R 999 240 B 489 1220 / - / - ! - / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.125 R 999 180 BK 1387 1639 / - / - / - / &0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.018 F - - AD 573 / 278 / - /- / - / 8.0 EXP: C HORZ(T) L 0.040 F - V 865 1416 /- / - / - / 8.0 Des Ld: 37.00 Mean Height: 15.00 ft Wind reactions based on MWFRS NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 TCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.642 B Min Brg Width Req = 1.5 Soffit 2.00 BCDL: 5.0 psf BK Min Brg Width Req = 1.6 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.462 Re Factors Used: Yes Max Web CSI: 0.940 AD Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 ft P V Min Brg Width Req = 1.5 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, BK, AD, & V are a rigid surface. GCpi: 0.18 Plate Type(s): Bearings B, BK, AD, & V require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Lumber Plating Notes Maximum Top Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 6/1/2013) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp_ Top chord 2x4 SP, #1 Tray Scab(s) A - B 27 -20 L - M 40 -103 Bot chord 2x4 SP #1 B - C 189 -464 M - N 54 -125 Webs 2x4 SP #3 :W4, W7 2x4 SP 91: (1) 2x4x6-9-11 x SP #1 scab at right end. Attach C - D 312 -112 N - O 51 -123 Lumber value set "1313" uses design values scab to face of chord with: Nails @ 8" oc, plus D - E 384 -167 O - P 89 -178 approved 1/30/2013 by ALSC additional nail clusters at: BRG.: (0), heel: (0), 1st E - F 395 -177 P - Q 238 -563 F-G 424 -197 Q-R 271 -612 Bracing + ° G - H 429 -209 R - S 285 -627 Ap (b) scab reinforcement. 80% length of web member. j H - 1 77 -123 S - T 296 -640 e� ►y a°x� Same size, species &grade or better. Attach with 10d s I - J 45 -105 T - U 346 -704 Box or Gun (0.128"x3",min.)nails @ 6" oc... J - K 59 -116 U - V 608 -1271 (a) Continuous lateral restraint equally spaced on r ` A� io K - L 55 -130 V - W 27 -20 member_ Or 1 x4 "T" reinforcement. 80% length of ,, for web member. Same species & SRB grade or better, ow x Maximum Bot Chord Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5",min.)nails aAM wn '1W Chords Tens.Comp. Chords Tens. Comp_ B-AH 344 -109 AC -AB 560 -251 Special Loads r a+ AH-AG 341 -110 AB -AA 560 -251 -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) a '. AG-AF 150 -351 AA- Z 560 -251 TC- From 56 plf at -1.00 to 56 plf at 7.81 AF-AE 150 -351 Z - Y 560 -251 TC- From 56 plf at 7.81 to 56 plf at 15.17TC- From 28 plf at 15.17 to 28 plf at 17.17 �*� AE-AD 150 -351 Y-X 1059 -482 lf at 19.83 A TC- From 56 TC- From 56 plf at 1if at 7.17 to 56 to 56 plf at 31.85 1 AD -AC 150 -351 X - V 1�3 -481 P p TC- From 56 plf at 31.85 to 56 pif at 40.67 SERIAL A Maximum Web Forces Per Ply (Ibs) BC -From 4pif at-1.00to 4pit at 0.00 40015A38FF5881.BOBB7F4900992E85FB Webs Tens.Comp. Webs Tens. Comp. BC -From 20pit at 0.00to 20plfat 14.00 3$ahR0M➢tsslse�aaekclrn3saE/xdgnes7an3saladbyAAaxelMart6ca: BC- From 10 plf at 14.00 to 10 plf at 17.17ss2tlAmdslcan9ernaenBasxAa AH- C 318 0 AGAW 365 783 BC- From 20 plf at 17.17 to 20 pif at 25.67 PE(FL. Lk. a7aI anC -AI 316 -672 AW-AX 18 -36 BC- From 20 plf at 25.67 to 20 pif at 39.67 AI-AJ 282 -625 AW-AY 348 -725 BC- From 4 plf at 39.67 to 4 pif at 40.67 md=abd AJ-AK 302 -650 AX-BA 18 -37 TC- 13 lb Conc. Load at 15.17,17.17 wi the wkk. auffientkatiimon9eenwktewdfbd mawJaimuk AK -AL 310 -656 AY -AZ 324 -705 BC- 32 lb Conc. Load at 15.17,17.17 rrrinr. AL -AG 324 -684 BA -BD 18 -38 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, inand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anr7'SBCA) toF safety practices prior to performing these functions. Installers shall provide temposrryV bracing leer BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bra cingg installed per BCSI sections 63, B7 or 61D, as applicable. Apply plate. to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. defer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use 'of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.00m: TPI: www. inst.o ; SBCA: www.sbcindu .com' [CC: www.iccsafe.orq Job Number: 136DCS132 I I Ply: 1 I SEQN: 5394221 T11 / GABL ` ' ' .1 t 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A3 Wgt: 361.2 Ibs Page 2 of 2 / ... 08/02/17 SERtAL A 40 015A38 FF 50 8180 BB 7F 48 00 99 2E 85 FB TfstrItamAaabeersiekclr:.a3ca ys nedan9sealedbyfAaaulMutinas, ?EK. lt4.0 ]Yr13:1 wthe date. sl=wa abam wJog a S;mhl asvhanticatimcuJe, I m.l.d ccplaaf fhdrrc€3zr Aan Mot cmildered Agrreda d=[ad and tiw MIA.! ati.Rhentkatimcmde nit Qe rcdfitid m aoydoctreni: Capia3. c "WARNING— READ AND FOLLOW ALL ""IMPORTANT" FURNISH THIS DRAWING TO ALL C a division of tach tare of truss and position as snow ate positions. Components Group Inc. shall not be n TPI 1, or for handling shipping, installs s acceptance of professionengine any structure is the responsibility oft ral notes page and these web sites: ALPINE: wv 0 AG -AM 489 -876 BB -BC 323 -693 AM-H 485 -870 BD -BF 18 -37 AM -AO 38 -17 BE- P 324 -695 H -AN 618 -272 P -BF 443 -122 AO -AR 38 -17 BF- Y 434 -118 AP-AQ 616 -270 Y-BG 292 -611 AR -AU 39 -18 BG-BH 298 -630 AS -AT 631 -282 BH-BI 284 -609 AT -AV 547 -221 BI-BJ 264 -585 AU -AV 34 -14 BJ- U 295 -624 AV -AC 739 -331 U - X 306 0 L-AC 48 -40 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. AI- D 87 -63 AX-AB 43 0 AJ- E 38 -49 M -AY 31 -25 AK F 14 -19 AZ -BA 68 -66 AL- G 27 - 53 BA -AA 39 -16 AN- 1 26 -56 N -BB 69 -80 AO-AF 25 -12 BC -BD 43 -19 AO -AP 22 -29 BD-Z 22 -9 AQ-J 88 -82 O-BE 44 -20 AR-AE 56 -27 Q-BG 36 -13 AR -AS 103 -106 R-BH 27 -40 AT- K 80 -122 S -BI 37 -45 AU -AD 185 -339 T-BJ 73 -56 ON THIS DRAWINGI TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the latest edition of BCS] (Building :) performing these functions. Installers shall provide temporary :hed structural sheathing and bottom chord shall have a properly s shall have bracingg ins[alled per BCSI sections B3, B7 or B10, ive and on the Join Details, unless noted otherwise. Refer to isibie for any deviation from this drawing,any failure to build the ind bracing of trusses.A seal on this drawing or cover page i responsibility solely for the design shown. The suitability Jog Number: 136DCS132 Ply: 1 SEQN: 635689 / T9 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1B28-Cali "D" LL OL' " Qty: 1 FROM: AH DRW: Truss Label: A4 Wgt: 240.8 Ibs / ... 08/02/17 T10" 710" =4X61 1d'4"7 19 20'8" 25'3"9 31'10" 6'6"8 4'7"9 1'8" 4'7"9 6'67 m5X8=5X6 E F 1112X4 =3X6 =3X4 =3X4=3X4 =3X4 =3X6 1112X4 39W 710" �1T 7'8+ 4 +4�+ F '8"" I ? 1 112 12'01ITo2571 273114 � 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 L& 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 "l38" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 -r 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), 1 st panel point: (0). 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 Udefi U# LOG R / U / Rw / Rh / RL / W PF NA Ce: NA VERT(LL): 0.151 P 999 240 B 1557 / 710 / 964 1- / 428 / 8.0 Lu: NA Cs: NA VERT(TL): 0.348 P 999 180 1 1557 1710 / 963 /- 1- / 8.0 Snow Duration: NA HORZ(LL): 0.065 K - - Wind reactions based on MWFRS HORZ(TL): 0.151 K B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.598 Bearings B & I are a rigid surface. TPI Std: 2007 Max BC CSI: 0.553 Bearings B & I require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.693FT/R 20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): Plate 'VIEW WAVE Ver:16.02.01D.0314.13 A-B 27 0 F-G 1170 -1784 B - C 1471 -2762 G - H 1290 -2218 C - D 1290 - 2218 H - 1 1471 - 2762 D-E 1170 -1784 I-J 27 0 E - F 1086 -1534 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2392 -1148 N - M 1W4 -848 I R- Q Q - P 23B9 -1148 2389 -1148 M- L L - K 2388 -1162 2388 -1162 Ev� v P - O O - N 1894 - 818 1534 - 589 K - 1 2391 -1162 Maximum Web Forces Per Ply (Ibs) ' Webs Tens.Comp. Webs Tens. Comp. R - C 288 -13 F - N 614 - 393 w C - P 369 - 571 N - G 474 - 701 STATEe P- D 450 -201 G- M 451 - 201 re ., D - O E -0 474 - 701 614 - 393 M - H H - K 389 - 571 288 -14 40 01 5A 38 FF 50 8160 BB 7F48 00 99 2E 95 FB rik w6walnd by mar" Martb=� PE (a. L1,0472921 on tE�edaSc sf�a�a ¢ usAnga SH i asstheastica tt� �aie. tad cc�tms,afiet3s dr�csasri�m nr+t cm�md �neaiaa^,ri zcak+d an6 2}vz '8�2aadhentkaw9a mssst A,e srrif%d as arr;dMmnBe C Mlm. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, b TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide tempos BCSI. Unless noted o1herwise,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 bracingg insTalled per BCSI sections 63, B7 or 610, e. Appty plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. fZefer to a division of failure to build the g or cover page m. The suitability Jana use or ims arawmg ror any structure is me responsimury or ine tsunaing uesigner per Arv57r r rr r sec.z. I For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindusW.com; [CC: www.iccsafe.org t Job Number: 136DCS132 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: A5 I Wgt: 260.4 Ibs .. / ... 08/02/17 M 0 ED T10" T10" g3X4 �D 17' 1 22'8" , 2578. 31,10" 1 3918" G t 3X4 4a 6 I H ih iD Imz4X6(A2) J v l—I S R Q I P O N M L K 1112X4 =3X6 =3X4 —3X4 =3X4 =3X4 =3X4 =3X6 1112X4 r1' T8"12 4'3"4 2'1" Z11'� 2'10" 2'10" 2'11" 2'1° 4'3"4 7'8"12 1. TB"12 12' 14'1" 17' 19'10" 22'8" 257" 27'8" 31'11"4 39'8" i Loading Criteria (pso Wind Criteria Snow Criteria (P91,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA f CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): 0.150 Q 999 240 B 1557 / 712 / 965 / - / 387 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.346 Q 999 180 1 1557 / 712 1965 / - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.065 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.150 K B Min Brg Width Req = 1.8 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.8 NCBCLL: 10.00 P TCDL: 4.2 psf Bearings B & I are a rigid surface. BCDL: 6.0sf Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.589 9 9 P Bearings B & I require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.561 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 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: 16.02.01 D.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 -2764 D-E 1300 -1921 I-J 27 0 Top chord 2x4 SP #1 I E - F 1169 -1696 Bot chord 2x4 SP #1 J Webs 2x4 SP #3 !9 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 - S 2394 -1196 O - N 1683 -748 Wind S-R 2391 -1196 N-M 18BB -899 Member design based on both MWFRS and C&C. ' R - Q 2391 -1196 M - L 2391 -1226 r. *fax Q - P 1888 - 869 L - K 2391 -1226 •'. � I� P - O 1683 -724 K - I 2394 -1226 102 04-7 Maximum Web Forces Per Ply (Ibs) I Webs Tens.Comp. Webs Tens. Comp. on "ada I S - C 292 -13 O - F 247 -194 C - Q 392 - 579 F - N 583 -403 ! Q-D 424 -206 N-G 432 -584 * D - P 432 - 584 G - M 424 - 206 E - P 583 -403 M - H 393 - 579 E-O 248 -193 H-K. 292 -15 =4X6(A2) B A-lg 12 6 p I T; trait v ��- k 4001SA38FF5081..B0BB7F4800992E85FB rhkrtemsust� k�yApt d aaduaW b� Var.•rml Marttaas, -SOL.tfe.Ctl.EH2�oD ttr�ds4c sttawn aixiweft�gaSftlm.7. . 'WrixCi3iS^aA0. Pt4 tnd e"aflL dwimmtmo not cong mdstg ax9 anti szaiad ate tk¢.::e�A1�xahentkaA rcrdCanrn[ marrdf's�tmmyelt fmak fix• i a "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, handlinq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl lipid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance. of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANS11TPI 1 Sec.2. Fnr more infnrmation see this tab's aeneral notes Dane and these web sites: ALPINE: www.alDinL!tw.com: TPI: www.tDinst.om: SBCA: wwwsbcindustrv.com; 1M. www.iccsafe.org Job' Number: 136DCS132 Ply: 1 SEQN: 635684 / T7 / 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 / ... 08/02/17 T10" 15' I 19'10" I 24'8" I 31'10" 39'8" T10" T2" 4'10" 4'10" 7'2" T10" =3X4 =5X6 102X4 =3X6 =3X8 =3X8 =3X6 II!2X4 �1' 7'B"12 4'3"4 3'1"12 9'4"8 3'1"12 4'3"4 T8"12 TB"12 12' 15'1"12 24'6"4 2T8° 31'11"4 398" 11� Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.154 E 999 240 B 1557 1714 / 962 / - 1346 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.357 E 999 180 H 1557 / 714 / 962 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.155 J - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 it Code / Misc Criteria Creep Factor. 1.5 P H Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 50 sf P Bldg Code: FBC 2014 RES Max TC CSI: 0.579 Bearings B & H are a rigid surface. Load Duration: 1.25 . MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0,732 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.353 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01 D.0314.13 A - B 27 0 E - F 1291 -1860 Lumber B - C 1556 -2766 F - G 1330 -2162 C - D 1330 -2162 G - H 1556 -2766 Value Set: 13B (Effective 6/1/2013) D - E 1291 -1860 H -1 27 0 Top chord 2x4 SP #1 Botchord #1 We SP We Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "138" uses design values approved 1/30/2013 by ALSC B - O 2397 -1239 L - K 2394 -1268 O - N 2394 -1239 K - J 2394 -126B Bracing N - M 2394 -1239 J - H 2397 -1268 (a) Continuous lateral restraint equally spaced one Or 1x4 "T" 80% length �.� 44 M - L 1928 -920 member. reinforcement. of web member. Same species & SRB grade or better, s EN Maximum Web Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5",min.)nails 6" oc. Webs Tens.Comp. Webs Tens. Comp. 00 O-C 286 -11 E-L 182 -191 Tra Scabs Y C - M 442 -620 L - F 5B7 -317 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach � - r 4, D - M 587 - 317 L - G 442 -620 scab to face of chord with: Nails @ 8" oc, plus * Z—- M-E 183 -192 G-J 286 -12 additional nail clusters at: BRG.: (0), heel: (0), 1st S panel point: (0). Wind Member design based on both MWFRS and C&C.��$ A 40 01 SASH FF 513 81 B0 BB 7F 48 00 99 2E 85 FS *Jx ItamYrtattmckttr tca ysl nad mid=Icd by BAaaa:et Martine#,. ?'£(r't, itc.GT?1sz! ca�seaY¢shaven xbmvn ar.AngaS}i&•i �ffif m[itliailas9 Lid@. Prtatmd ctvtnardi� d=+^. =armvatcrrms dined *nr,,§axed=lad mid ttsa S:i:0.-I �4r�ent,citseuscodc met � . _.#f�irat sine mtectratsk cmyiat-. "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a 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 plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. (Zefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIlfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e. _ listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. For more information see this job's general notes page and these web sites: ALPINE; www.alpineitw.com; TPI:_ www,lpinst.org; SBCA _www.sbdndustry.com; [CC:_ www.icesafe.org Job Number: 136DCS132 Ply: 1 SEQN: 635682 / T6 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL I City: 1 FROM: AH DRW. Truss Label: A7 Wgt: 215.6lbs / ... 08/02/17 I P 7'10"9 1319110" 261" 31'9"7 39'8" -i r 7'10"9 + 5'1'7 + 6'101" 6'10" + 5'1"T {' 7'10"9 1 z5X8 i m3X4 izi5X8 D E F 12 6 F,;-,- 63X4C 9 G @3X4 o V io I =4X6(A2) B t� Hm4X6(A2) r` 1 A P O N M L K J 1112X4 a3X6=3X4 =3X8 =3X4=3X6 III2X4 1' 7fil 4'3"3 ill6'10" 6'10" 1' 4'3"3 T8"13 1' 7'8"13 12' 13 19p10" 26'8" 2T " 31'11"3 39'8" P I I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA f CAT: NA PP Deflection in Ioc Udefl U# LOG 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 / 953 / - / 305 / 8.0 I BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NAZI VERT(TL): 0.383 E 999 180 H 1561 / 716 / 953 / - / - / 8.0 Risk Category: II BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.152 J - - B Min Brg Width Req = 1.8 Mean Height: 15.00 it Code / Misc Criteria Creep Factor: 1.5 H Min Brg Width Req = 1.8 NCBCLL: 10.00 P TCDL: 4. Soffit: 2.00 BCDL: 5.0 psf I Bearings B & H are a rigid surface. sf BIdg,Code: FBC 2014 RES Max TC CSI: 0.617 P Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 1 Max BC CSI: 0.531 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.432 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: I Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE q VIEW Ver:16.02.01D.0314.13 A-B 27 0 E-F 1507 -2281 Lumber I B - C 1583 - 2760 F - G 1439 - 2299 C - D 1440 -2299 G - H 1582 -2760 Value Set: 13B (Effective 6/1/2013) D - E 1507 - 2281 H -1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - P 2388 -1259 M - L P - O 2385 -1259 L - K 1992 - 997 2385 -1288 Wind O - N 2385 -1259 K - J Member design based on both MWFRS and C&C. � ! ' a s . N - M 1992 -967 J - H 2385 -1288 2388 -12BB ��• 6,r Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A, P - C 258 -14 M - F 400 - 262 0 agoC- N 367 -494 F- L 447 -224 . - D - N 447 -224 L - G a10 366 -494 I D- M 400 - 262 G- J ,>. STATE OF E M 326 258 -16 - -409 I 40013A38FF5Bf33.B0BB7F4&0099a85FEI Mike r vh"them+ and=led by &Umtl Markine,4 1471921 issl the date shaven aEava Wei; a SK114 'E.(FL. &r a�sei'itifatae84SG N P=tad csxPMS Ofxfds d0a=rCZAa 001 CM`Aldrxvd rjntrand Mkd and t}^c SPAA Zswe.oew Cade M-t he aa&kd cn ae'{ed"mrde 1� I 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 fabricatingg handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Componerif Safety Information, by TPI anr7'SBCA) for safety to these functions. Installers shall provide temporarryy practices prior performing bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly n id Locations for lateral restraint of webs shall have bracinginstalled BCSI sections B3, B7 or 910, attached ceiling shown permanent per as applicable. Apply plates to each face of truss and position as shown above and on the JoinDetailS, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. V Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shippinT, installation and bracing of trusses.A seal on this drawing or cover page_ , The listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. suitability this Qrawing for is the the Building Designer ANSIITPI 1 Sec.2. and use of any structure responsibility of per For more information see this'ob's general notes pacle and these web sites:. ALPINE: www:at ineilmoom; TPI: www. inst.o ; SBCA www.sbcindu .com; ICC: www.ia:safe.o I a Joa Number: 136DCS132 Ply: 1 SEQN: 635680 / T5 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1 B28-Cali "D" LL OL , Qty: 1 FROM: AH DRW: Truss Label: A8 Wgt: 212.E Ibs ! ... 08/02/17 7"11' I "2 228 48I 8 111t7'1100"8B A002 4 1813 311 7'10"8 =6X6 1112X4 =-3X6=3X4 =6X6 D E F G H T 12 6 p 03X4C 1�3X4 c� 0 I� 1 4X6(A2) B J=4X 9a A K S R O P O N M L IM4 es3X4Es3X6 -3X8 =3X4 -3X6=3X4 I112X4 1' 7'812 3'3"4 4'10"2 6'1"9 4'8"5 1' 7'8"12 1' 7'8"12 11' 1 16'10"2 22'11"11 27'8" 28' " 334 39'8" H 3~ Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 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 "l3B" 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) DeFl1CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L!# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.186 E 999 240 B 1561 / 718 / 940 (- / 264 / 8.0 Lu: NA Cs: NA VERT(TL): 0.431 E 999 180 J 1561 1718 1940 /- / - / 8.0 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 Std: 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)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEWVer:16.02.01D.0314.13 A-B 27 0 F-G 16B4 -2610 B - C 1613 -2757 G - H 1676 -2597 C - D 1551 -2431 H -1 1551 -2431 D - E 1685 -2610 I - J 1613 - 2757 E- F 1684 -2610 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - S 2394 -1284 O - N MAP2124 -1105 S - R 2382 -1284 N - M 2124 -1105 ew ` R-Q 2124 -1076 M-L 2382 -1313 Q - P 2124 -1076 L - J 2384 -1313 ^+ + • P - O 2614 -1373 .. �047i82tt Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ S - C 231 -19 G - O 283 - 338 C - R 331 -411 O - H 660 -407 STATE OF - D - R 398 -259 H - M 394 -257 w41 D - P 671 - 416 M - I 330 - 410 «t E - P 278 -334 I - L 233 -20 .2-g P-G 114 -111 40 015A 38 FF 55 8180 BB 7F48 00 99 2E- 85 FB Tl"uItamhazbern cltdr'xd W1*ad Wd%aafad by F EW--1 MArtiew, z E (Ei.t.64TFffi.tcYi fv52da:Ycxhownai u^.�ng a SH#*3 as.�tEientkaTiearwda„ PYbtad capias016h doss ntaaart azwdw&A gpvdand salad and the sKA.*2 "a ns [ be sratfied rat aar7d"trtnk =vias- **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bVV TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10, e. ADDiv Dlates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to a division of any its drawin any failure to build the on this drawmg or cover page ie design shown. The suitability rPi 1 Sec.2. see these web Job Number: 136DCS132 9 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: A9 I Wgt: 211.4 Ibs / ... 08/02/17 4 r r 7'812 9' _ 14'2"15 19'1 9'110" 25'5"2 30'8"1'1�4 39'8" r 7'8"12 +1'3"1 52"15 F 4'9"1 �10" 5'7"2 5'2814 ' 1'3" 7'8"12 =3X4 , =3X6 1112X4 =3X4 =5X6 D_� E CCC F G H. I 11 m c v =4X6( , PARPO&IP�if& i..6L I J. 7'10"8 7'10"8 S-- R Q m3X4 =3X6 a3X4 4'1"8 1'1R 5110"9 12' +1_3 I 19'10" P O N M a3X8 =3X4 =3X6 m3X4 5'10"10 +1'11"6 4'1"8 25'8"10 ' 8" 31'9"8 7'10"8 39'8" 0 f Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.243 G 999 240 B 1560 / 720 1921 / - / 223 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.560 G 843 180 K 1560 1720 / 921 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.171 M - - } B Min B Width Re 1.8 q NCBCLL: 10.00 Mean Height: 15.00 ft 9 Code / Misc Criteria CreepFactor. 1.5 K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf E Bldg Code: FBC 2014 RES Max TC CSI: 0.566 rigid B & K are a ea Brin s id surface. 9 9 Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.557 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.501 Maximum Top Chord Forces Per Ply (Ibs) Lac. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Types): 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 - I 1869 -29M C - D 1812 -2718 I - J 1811 -2718 Value Set: 13B Effective 6/1/2013 ( ) D - E 1870 - 2951 J - K 1644 - 2765 Top chord 2x4 SP #1 i E - F 2030 -3245 K - L 27 0 Bot chord 2x4 SP #1 I F - G 2030 -3245 Webs 2x4 SP #3 I Lumber value set "13B" uses design values I Maximum Bot Chord Forces Per Ply (Ibs) approved 1/3D/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Wind B - S 2393 -1311 P - O 2983 -1621 MAP Member design based on both MWFRS and C&C. a ►0 , S - R 2257 -1186 O - N 2257 -1215 are R - Q 2257 -1186 N - M 2257 -1215 Q - P 2984 -1611 M - K 2393 -1340 + Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ , a C - S 406 - 330 P - H 337 -192 S - D 490 - 428 H - O 381 - 524 STATE D - Q 941 -561 0-1 941 -561 0. Q - E 380 - 524 1- M 491 -428 �� E - P 337 -191 M - J 406 330 N. G-P 233 -309 4001SA3 f,:F55LIO6B7F4800992ER5FB afilt ltantAaa�taraekeixna yslgncd and 2zalad'by mavAlAaart PE(n. tEarwYzssz(em, 0e d=.:snfwn Rba" vanga ssrk4s acthantkatsaa�da. pibud ccrtssralt hi s dommm-Am not cunmiv wd %hVw6=A=alad and the .k kaartdvcnY,aSiewaoode®uttAwrif3ed M =V dcctmwh c�ias: o r *"WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ insTalled per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z far standard plate positions_ AI ine, a division of ITW 8uildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the miss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. W f Job Number: 136DCS132 Ply: 2 SEQN: 635676 / T12 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL `.' ' Qty: 1 FROM: AH DRW: Truss Label: Al Wgt: 235.2 Ibs / .. 08/02/17 19,10" 7' 11'5"1 15'B"7 17' 23'11"9 F 28'2"15 h 32'8" } 48" 7' 4'S"1 4'3"5 1'3" 4'1"9 4'3"5 4'S°1 7' =3X4 E�3X4�4X6 1112X4 m3X4 =3X4 12 e [c D E F G H 1 _ J T 6� m 0 j=4X12A(— 133)13 K=4 L12(� ) U T S R Q P O N M 1112X4=4X6�5X6 =3X4 =3X8 r°3X4 m5X6=4X6 1112X4 1' 67"12 1 3'11"13 10"7 4'5"1 4'5"1 3'4"15 V11"13 6'7"12 1' 6" T112 11'1"9 1 3415 r 19'10" + i'? + 2 8 10 7 32'6"4 39'2" su y 1� 28'6"7 89'8" fi io -v 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.350 G 999 240 B 3139 / 1427 / - 1- 1- / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.816 G 579 180 K 3140 / 1428 / - / - ! - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.074 C - - Wind reactions based on MWFRS EXP: C HORZ L 0.174 C - - B Min B Width Re 1.6 Des Ld: 37.00 Mean Height: 15.00 tt �) q g Code / Misc Criteria Creep Factor. 1.5 K Min Big Width Req = 1.6 NCBCLL: 0.00 P TCDL: 5-0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.386 Bearings B & K are a rigid surface. Soffit: ion: BCDL: 5.0 psf 9 Bearings B & K require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI $td: 2007 Max BC CSI: 0.591 Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: No Max Web CSI: 0.504 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01 D.0314.13 A - B 13 -10 G - H 2103 -4696 Lumber B - C 1428 -3155 H - I 1999 -4469 C - D 1708 -3815 I - J 1709 -3816 Value Set: 13B (Effective 611/2013) D - E 1999 -4469 J - K 1429 -3156 Top chard 2x4 SP #1 E - F 2103 -4695 K - L 13 -10 Bot chord 2x6 SP #1 F - G 2103 -4696 Webs 2x4 SP #3 Lumber value set "1313" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Naiinote B - U 2787 -1250 Q - P 4504 -2022 Nail Schedufe:0.128"x3", min. nails t� U - T 2801 -1253 P - O 3880 -1745 �e�wxo Top Chord: 1 Row @12.00" o.c.�� T - S 3879 -1744 O - N 3880 -1745 Sot Chord: 1 Row @12.00" o.c.,?� S - R 3879 -1744 N - M 2802 -1254 Webs : 1 Row @ 4" o.c. e R - Q 4504 -2022 M - K 2788 -1251 Use equal spacing between rows and stagger nails +047M.k in each row to avoid splitting. Z J*v` a" Maximum Web Forces Per Ply (Ibs) Loading', Webs Tens.Comp. Webs Tens. Comp_ #1 hip supports 7-0-0 jacks with no webs. " e # STATE OF � C-U 3Q-H 251 -106 � C - T 1323 23 -694 594 H - P 268 -414 Wind > T-D 430 -770 P-1 782 -338 Wind loads and reactions based on MWFRS. * r �. , � D - R 783 -339 I - N 430 -770 E - Q 251 1 -106 M - J 320 -69 G-Q 192 -240 40 01 SA39 FF 53 8180 8B, 7f 48 00 912E 85 F8 1laftisam8as ixxrssek s sd Wd=lcd by r rarvzel MarNA;M. K(FL. W.9471E31 on Ibedal2 shawa aEm ua'nga SHA,1 ass�antlxazess9a. 'mtadxstp# niaf sdw-rsasra= not onnsl6wed 14nadand xalad and Fiae VA12¢:rtian6mfi scedenxsrf.Mredfbd on aaydXtrarsk s�las: —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefiy attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI f1 PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page. . listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The sui bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitmoom; TPI: www.tpinst.org; SBCA: www.sbdndustry.oam; [CC: www.iccsafe.org Job Number: 136DCS132 Ply: 1 SEQN: 539401 / T2 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW' Truss Label: 131 1 1 Wgt 134.4lbs .. / ... 08/02/17 10'8" Z8" --+ 1.4" -1 (TYP) 12 6 p umi D C m2X4(A1) B A AE AI F 1®4X4 AA I Z Y X--3X4 W V U 21'4" 10'8" R 214" --- -�- 1'-{ 21'4" I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Lldefi L/# Loc R / U / Rw / Rh / RL / W p* 81 / 37 139 /- / 11 1255 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.001 H 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.001 AE 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 J - - B Min Big Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): 0.003 J - - Bearing B is a rigid surface. I Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 1 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. A - B 27 0 1-1 304 -24 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used � Yes Max Web CSI: 0.086 Loc. from endwall: Any FT/RT:20(0)110(0)1 Mfg Specified Camber: B - C 87 -120 J - K 253 -21 GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Plate Type(s): WAVE C - D 80 -90 K - L 202 -23 VIEW Ver: 16.01.00F.0504.20 D - E 105 -71 L - M 154 43 E-F 153 -50 M-N 105 -64 F - G 202 - 29 N - O 74 - 84 G-H 253 -21 O-P 81 -113 H- I 303 -24 P- Q 27 0 Maximum Bot Chord Forces Per Ply (Ibs)" Chords Tens.Comp. Chords Tens. Comp. B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W - V 191 -107 AD -AC 185 -110 V-U 169 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 -105 AA- Z 191 -112 S - R 183 -104 Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AE 174 -103 W - J 187 - 83 D -AD 88 -65 V - K 153 -73 E-AC 101 -74 U-L 100 -73 F-AB 100 -73 T-M . 101 -74 G -AA 153 -73 S - N 88 -65 H - Z 187 - 83 R - O 174 -103 4oD1sA iF5B8iBDB63F4E00992ES5F6 - 162 9*liatniwa£vaeamla - r d`Wd 1411adby MUM Martz, PE M. tEs=7152f an 60 data Aawm A&M v*6a SRA4 iwt=tknzCde_ I tndcw,,eivsxaS doa=rrAwm n.t=W&n ed sEgmd�dsalad aasd eise::9A>3acs�en�tic�ar�de nwsr L^a aearir9edrn �.ydectrmnk 1a� f 0 **WARNING— READ AND FOLLOW ALL NOTES ,ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS l reqquire extreme care in fabricatingp handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, bVV TPI and SBCA) foi saipety practices prior to performing these functions. Installers shall provide temporarryy per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly u riggid ceiling Locations shown far permanent lateral restraint of webs shall have bracm insTalled per BCSI sections B3, B7 or 610, cable. Apply plate. to each face of truss and position as shown above and on the to Details, unless noted otherwise. (2efer to Is 160A-Z for standard plate positions. j a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawincl any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this rrawing or cover page this drawina. indicates acceptance of professional engineering responsibility solely for the design shown. The suitability 9 any 0 Jol; Number: 136DCS132 Ply: 1 SEQN: 539402 / T15 / SPEC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: B2 Wgt: 103.6 Ibs .. / ... 08/02/17 7'10'7 T10"7 1 7'8"11 7'8"11 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: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C 1018" 13'S"9 21'4" 2'9"9 2'9"9 T107 D=4X6 Fo =3X4(A1) 1112X4 =3X4 =-3X8 192X4 i 175 2'11"5 T811 14 137"5 21'4" 0 'I Snow Criteria (P9,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.035 J 999 240 B 869 / 397 / 529 / - / 229 / 8.0 Lu: NA Cs: NA VERT(TL): 0.081 J 999 180 F 805 1360 / 463 1- /- 18.0 Snow Duration: NA HORZ(LL): 0.016 G - - Wind reactions based on MWFRS HORZ(TL): 0.036 G - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 F Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.655 Bearings B & F are a rigid surface. TPI Sid: 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)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 16.01.0017.0504.20 A - B 27 0 D - E 1065 -933 B-C 1138 -1276 E-F 1187 -1281 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 J -1 1062 -864 G - F 1072 -860 I-H 1062 -864 4 4e Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ J - C 288 -55 H - E 608 -515 C-H 600 -505 E-G 290 -80 " D - H 790 - 905 STA � �. 40 015A38 Ff 5B 81 BO BB 7F49 00 99 2E 85 FB zhfsw0umledtryr.7 r=lMrarunw, N (rL. W..047.1921 czri a SPA-1 aL""21iLnL$i7.+°°aC49 Cfl�kd- € effaced sr�s�zcsfcf:a dszcr<�at �m Hoot ci3�cd sFdr�d end s�a�u andSIsc.5i3a3ae a�L`,aa actxdens:�C2a� fEadcm sdedmrkr CII3 Ws. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPf and'SBCA) tc safety practices prior to pertorming these functions. Installers shall provide temposrrYY bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections 63, B7 or B10, as applicable. Apply plates fo each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of hvsses.A seal on this drrawing or cover page listing this drawingg indicates acceptance of professiona engineer!ng responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more Information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbdndustry.com: [CC: www.iccsafe.orq Job Number: 136DCS132 Ply: 1 SEQN: 539403 / T3 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: C1 I Wgt: 78.4 Ibs ._ / ... 08/02/17 7' 14' 7' ' 7, --1'8" — - 1'4" -- (TYP) G=4X4 14• 14' 1' p 14• Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLF-TIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf, NA Ce: NA q Lu: NA Cs: NA ` Snow Duration: NA i Code / Misc Criteria Bldg Code: FBC 2614 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): N WAVE rl Defl/CSI Criteria PP Deflection in too Udefl U# VERT(LL): -0.001 F 999 240 VERT(TL): -0.001 F 999 180 HORZ(LL): -0.002 E - - HORZ(TL):-0.002 E Creep Factor. 1.5 Max TC CSI: 0.118 Max BC CSI: 0.026 Max Web CS 1: 0.061 Mfg Specified Camber: VIEW Ver: 16.01.00F.0504.20 40 0S 5A38 FF 55 SI BOiBB 7F4B CO 992E S5 FB i'sa7c 1famYrasbcxaf alacUran4ra�rsi�n'edatxrS sra4a3 try f7far�axT Martino; �(�L. tEc�C•LtEH3p�t2�m�a8�shawna6stw,n �ga5f3�•3 ' "ieAtVCaStC�a TS�C. I ft9nudCCFi=aaTtK4lfwm_ a=notCM11 adzgn�za9'r lad aro0 the sia:� �ticnt3ciSsc>3ctu�e mret �c ,t:Yktacd ca. sdectran% ay3at. ♦ Maximum Reactions (Ibs), or *=PLF Loc R I /Rw /Rh /RL /W B* 84 / 39 140 /- / 12 1168 Wind reactions based on MWFRS B Min Big 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 G-H 213 -26 B-C 14 -66 H-1 157 -48 C-D 61 -28 I-J 105 -69 D-E 113 -17 J-K 87 -89 E-F 165 -14 K-L 84 -106 F-G 221 -17 L-M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - V 145 - 46 R - Q 164 -49 V-U 153 -47 Q-P 159 -50 U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 S-R 164 -49 N-L 144 -55 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C - V 122 - 56 Q - H 205 - 83 D-U 115 -75 P-1 159 -72 E-T 159 -72 O-J 115 -75 F - S 205 - 83 N - K 122 - 56 G-R 13 -89 *"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 and'SBCA) safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ) AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. hefer to 60A-Z for standard plate positions. a division of rI pl 1; or for n acceptance any structure failure to build the g or cover pa e rn. The sui bility Job Number: 136DCS132 Ply: 1 SEQN: 539404 / T14 / SPEC 4EBB 1828-Cali "D" LL OLlDR Horton /4EBB 1828-Cali "D" LL OL .. Qty: 1 FROM: AH DRW: Truss Label: C2 Wgt: 50.4 Ibs / ... 08/02/17 7' 14' 7' 7' C=5X6 Wr?S'7 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: II Des Ld: 37.00 EXP: C Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00, it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bat 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): -0.019 E 999 240 B 593 / 272 / 371 1- / 158 18.0 Lu: NA Cs: NA VERT(TL): 0.025 E 999 180 D 527 / 234 / 304 / - / - 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 Big 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)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ve, 16.01.00F.0504.20 A - B 27 0 C - D W9 -738 B - C 777 -739 40 015A38 FF 50 91 BO 607F4E 00 99 2E 85 FB Thu mid naiad by fAasatA Wrtinea,. Pf. (FL. ue.947101 cn t.5m s%sc ShWQ Qk cM WA�no a WWI =ftatdMWAzavde_ e xmnnd c��s�rtfaas ai�taasra2ana mrotcr.�admaA sss.+aa� avalcd araE S1u�.5�iA.�a�9hant�ts�n�arar .[Ca ^�erN'asl-� s�ay�xtm� 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 DRAWING! —IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly gid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins[alled per BCSI sections 83, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. {2efer to 60A-Z for standard plate positions. a division of im 1, or Torn acceptance any structure Irawing,any failure to build the this drawing or cover page esign shown. The suitability 1 Sec.2. Job Number: 136DCS132 Ply: 1 SEQN: 689043 / T29 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM. JAH DRW: Truss Label: D1 ! Wgt 37.8 Ibs .. / ... 08/02/17 co 0 5' j 10, 5' 5' C=4X4 III LA4 1 � 5' I 5' 1 5' 10, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA ICAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw [Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA dCe: NA VERT(LL): -0.011 F 999 240 B 438 / 224 / 424 / - / 134 13.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.013 F 999 180 D 438 / 223 / 259 / - / - 13.5 BCDL: 10.00 Risk Category: II Snow Duration: NAII HORZ(LL): -0.004 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.006 F - B Min Brg Width Req = 11.5 Code ! Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft I Creep Factor. 1.5 D Min Br Width Re 1 5 9 q = TCDL: 4.2 psf +� Bearings B & D are a rigid surface. g 9 Soffit 2-00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.282 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2007 Max BC CSI: 0.253 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Useda Yes Max Web CSI: 0.090 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate' A - B 27 0 CL D 780 -492 Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 B - C 814 -492 D�- E 27 0 Maximum Bot Chord Force s Per Ply (Ibs) Lumber Value Set: 13B (Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #1 Bot chord 2x4 SP #1 B - F 420 -595 Fl- D 420 -595 Webs 2x4 SP #3 1 Lumber value set "1313" uses design values Maximum Web Forces Pei Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Wind�� Member design based on both MWFRS and C&C.�� C - F 302 -416 Left bottom chord exposed to wind. _ { `_ e _ _ _. 40015A38FF5B8180B137F4800992€&5 FB Thk ItemRss ard=Aad by FAaa IMhninez, � (a. ue. vnzsakcn�z dam �eav,�aea,�s � sw�-a su�rncisat%zt rc�dr. 9 i tad ct�tcsafcr�`sdaxa a�rnc�§�ad sTaa�3 �alyd acd ifsc.�e�- �v3'hen�cc�r rn�t axc+31'�Ira �ga$cctrer� c�ios. I 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, byy TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oTherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B101 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 16DA-Z for standard plate positions. I Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa Ability listing this drawing,indicates acceptance of professional , engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Jot; Number: 136DCS132 Ply: 1 1 SEQN: 689053 / T24 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL . Qty: 1 FROM: JP H DRW: Truss Label: D2 Wgt: 44.8 Ibs I / ... 08/02/17 12 T M O r = 43 3' 7' 10, 3' 4' 3' 6 C = 5X6 III GA'F = OA-+ Y LO CV 1, 3'1"12 3'1"12 1 3'6"12 1 6'8"8 3'3"8 1 1, 10' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf, NA Ce: NA VERT(LL): 0.010 G 999 240 B 499 1237 /- I - l - / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.024 G 999 180 E 499 / 237 /- / - ' / - 13.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.010 G - - B Min Big Width Req = 1.5 NCBCLL: 0.00 Mean Height: 15.00 ft Code / Misc Criteria Cree Factor. 1.5 p E 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: 0.171 Bearings B & E are a rigid surface. ean 9 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.150 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.040 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 -20 D - E 305 -689 Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 B - C 304 -692 E - F 27 -20 Lumber C - D 246 -607 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #1 Webs 2x4 SP #3 B - H 590 -251 G - E 588 -252 Lumber value set "'I3B" uses design values H - G 600 -248 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Loading " Webs Tens.Comp. Webs Tens. Comp. #1 hip supports 3 0-0 jacks with no webs. C-H 102 0 G-D 105 0 Wind C - G 8 0 a49 Wind loads and reactions based on MWFRS.ON Left bottom chord exposed to wind. No a: Vat A% STATEJ� ; 40 01 5A 38 FF5B81BOBB7F4800992E85F8 TThuIrsmimtmmZrAvaled by m2r al mutinez; n(Ft. ttc.'Tt831 cn t3u+dazeshowa aLsx u.&sga SifR.i �si4sentkat�rsoedc. ;Vkud 4CRWSCIthisdoemn*MweVatCM-1dwad dknad.=dsealed ar,E tix.. �fm:.a an�S�rszzfara�tCeaeraffied.r»�rc4ectmra� xxx3ax: *"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 anc3SBCA) r safety practices prior to pertorming these functions. installers shall provide temporarryy bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 61 D, as applicable. Apply plates to each face of truss and pos!tion as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, . listing this drawingg indicates acceptance of professional engineeringg 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/TP11 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al inedw.com; TPI: www. inst.o ; SBCA' www.sbcindu .com• IM www.iasafe.org Job Number: 136DCS132 " Ply: 1 SEQN: 539406 I T22 / HIP_ 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: AH DRW: Truss Label: M3 ? Wgt:11.2 Ibs / ._. 08/02/17 M 12 C 6 � M 2X4(A1) B + It LO _T_ i a') A D a 21 I 2' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Fe: NA VERT(LL): NA B 87 / 69 / 144 / - / 64 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 32 15 129 / - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - C 13 / 28 / 12 / - / - / 1.5 Des Ld: 37.00 EXP: C I HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code I Misc Criteria CreepFactor. 1.5 B Min Brg Width Req = 1.5 TCDL: 4.2 psf D Min Br Width Re - Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.094 g q = P i C Min Brg Width Req = - Load Duration: 1,25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.023 Bearing B is a rigid surface. Rep Factors Used:lYes Max Web CSI: 0.000 Spacing: 24.0 " C&C Dist a: 3.00 ft Bearing B requires a seat plate. Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) I Mfg Specified Camber: GCpi: 0.18 Plate Type(s): I Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber 1 A-B 13 0 B-C 6 -38 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 9 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "136" uses design values approved 1/30/2013 by ALSC I B- D 0 0 Special Loads If SIX ---(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.00 to 56 plf at 0.00 rw�x i TC- From 2 plf at 0.00 to 2 pff at 2.00 j BC- From 0 pif at -1.00 to 4 plf at 0.00 e" BC- From 2 pif at 0.00 to 2 plf at 2.00 y p Wind Member design based on both MWFRS and CBC. TA . " . 40 of sA 3s FF �S U Bo BB 7F lm 9s 2E 1i5 FB T+,Ultaplh=teemaMziarers s'3}skpcari walad rymamelMarePn r, tic. G$7,E921 an de dda shown above twng a SKI,-B xzUseiittccatL�ssm�a, I I meted e�msaartt�s d�tazrai armnr,t cax��sad svgau�am� scaiad aaad tha SsiRdi avt;4ertk"a9�eofle mist �a�r}fidcm arertdeetwrn'i'c alas. p 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 Componen[ Safety Information, byy TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attache U rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSi sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 'kefer to drawings 160A-Z for standard plate positions. I 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 professional ,engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. For more information see this mob's general notes page and these web sites: ALPINE: www.ai inedw.com• TPI: www. inst.o ; SBCP: www.sbdndust .mm' IM www.jccsafe.orq i =: Job Number: 136DCS132 Ply: 1 SEQN: 539408 / T19/ EJAC 4EBB 1828-Cali "D" LL OL /DR Horton MESS 1828-Cali "D" LL OL Qty: 8 FROM: AH DRW: Truss Label: EJ7 Wgt: 23.8 Ibs I / ... 08/02/17 C 12 6 M O Er) Ch M d' 2X4(A1) B T A D 1, T T Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 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 4.60 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1l2013) 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 Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.014 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)110(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.00F.0504.20 WAVE �yg STATE OF 40 01 SA39FF 56 81 BO BB 7F4& 00 942E SS FB Ti t9�f Itni:shis:SLitt C(StSB�f sbgnCd'�zcafCdtry 7�33Y12Ci rk3ttifiCY, 'a'a: rrL. E�.@SrE83(act ttta:dalestarwrz aEnva vtng n SHA-i aGdiCnf$t:i2iL'A46, pintedC"afd&.60cu=a� notcerA3mad�grt waled and be v.Mbd CA=Fdr_tmrk Int. ♦ Maximum Reactions (Ibs) ioc R I /Rw /Rh /RL /W B 336 / 117 / 259 /- / 173 18.0 D 127 /20 /101 /- !- 11.5 C 171 /133 /91 /- /- /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. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, by TPI an SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy bracing er BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propE y attache'r!gid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insgatled per BCSI sections 63, B7 or 610, as applicable. Apply plate. to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of pr wesslonaq engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility ofthe Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes pacand these web sites: ALPINE: v mal inedw.com' TPI: www. inst.o ; SBCA www.sbdndu .com; ]CC: www.1ccsafe.orq Job Number: 32 I Truss 1828-Cali LL1 OL /DR Horton 14EBB 1828-Cali "D" LL OL I I W9t 21.0 Ibs I FROM: A 09 / T23 / EJAC I DRW; 08/02/17 I =2X4(A T Loading Criteria (pst) 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: if EXP. C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psi 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 endwali: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1l2013) Top chord 2x4 SP 41 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 B Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.017 C - HORZ(TL): 0.034 C - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.505 TPI Std: 2007 I Max BC CSI: 0.373 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) I Mfg Specified Camber: Plate Type(s): WAVE IJ VIEW Ver: 16.01.00F.0504.20 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W A 270 / 79 / 188 / - / 151 / 8.0 C 128 /21 1104 /- !- /1.5 B 174 / 135 / 95 /- / - / 1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 78 -152 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 40 01 5A 38 FF 58 `'8 80BB 7f 48 00 99, 2E 95 FB A8i$ IEumRzs raccn aiczratiEgared'.axx3 waled by F.Sas:<act RAartknrz, n£ (FL, rrc.047.1921 an 02 daffi&t='Q ab am tr�ng a SHA L aaap�enr�aad�ase. ribudczptndirttL.adam-, .— .rumnotamsi&=dAF dsoil=bd and" Sfa,s wth..t"U 4Cu40 M-k basv Mad dimmok =;IRL "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI *'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro aaid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, le_ AnnTv ntates to each face of truss and position as shown above"and on the Join Details, unless noted otherwise. (2efer to a division of ,4SUi i't i, or torn ites acceptance for any structure its drawing any failure to build the on this drawing or cover pa e re design shown. The suitability Jog Number: 136DCS132 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: EJ3L Wgt 12.6 Ibs .. / ... 08/02/17 T co O 2X4(A1) co CV A D 3' .A 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - Des Ld: 37.00 EXP: CMean Height: 15.00 ft HORZ(TL):-0.003 D - - Code / Misc Criteria Creep Factor. 1.5 NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.174 Load Duration: 1.25 MWFRS, Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.071 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. �taa� Left bottom chord exposed to wind. s '04,7162, a StATE 4 a 40015A38FF5B81 08B7F4900992E85FB Th1r I1em7raa z-A waled by taw.ct t.4a an"; (R. Ue."71221 an rlmt?asc.tihawn abmrm aadng a SMA aathent4crtiex�cnde. fr trd< scs:�rids dosJ:.,.aara not �s"r d�Ard s_Idd ant lir_—sa:xex =ydcztmrsk• . mror.. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 193 193 / 202 / - / 86 13.6 D 51 133 /73 /- /- 11.5 C 64 /50 /35 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Camp. A- B 27 0 B- C 29 -105 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tehs.Comp. B-D 0 0 —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingg handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI anr7,SBCA) y safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,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 bracingp installed per BCSI sections 63, B7 or 1310, e. Appiy 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. TPI 1; or for h acceptance any structure failure to build the g or cover page in. The sui bility W Job Number: 136DCS132 I Ply: 1 I SEQN: 5394131 Tj61 JACK - ' 'I 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW: Truss Label: BJ5 i Wqt: 16.8 Ibs / .. 08/02/17 T/ Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,l TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA TCDL: 7.00 Speed: 160 mph Pf: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criter Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2( Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 6 C' U7 c'7 O 5' AL PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) r: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W NA VERT(LL): NA B 263 / 96 1208 1- / 129 18.0 VERT(TL): NA D 90 / 13 / 70 / - / - / 1.5 HORZ(LL): -0.007 D - - C 119 / 93 / 62 1- 1- / 1.5 HORZ(TL): 0.010 D - - Wind reactions based on MWFRS Creep Factor. 1.5 B Min Brg Width Req = 1.5 RES Max TC CSI: 0.309 D Min Brg Width Req = - Max BC CSI: 0.182 C Min Brg Width Req = - Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. Mfg Specified Camber: Top Chord Forces Per Ply (lb VIEW Ver: 16.01.0017.0504.20 1Maximum M I QAcrsafss. 0 40 01 5A 38 FF 558180 gB 7F49 CO 99 2E 95 FB V,U itemRas ectnaraad js retad=dwaiadby rya€a�tl Wrunez, €EOL,uc.i;47sazionda*d=mnawnabaugrinsa5t i artMar,��,atzmda. i Pr9ated cr�imsrartf� docrz¢arr.;tare a�atce�'miGx^sed �'�#av,d salad m dttx 1as:^sietn>=taS@c2sa<do misttm aszit d'wtae rctectmr c2rIat: s) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anSBCA) fsalPety practices prior to pertorming these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oherwise,top chord shall have propedy attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above' and on the JoinTDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIPI1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of protiessiona engineering responsibility solely for the design shown. The suitability and use of this r7�awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. f 4EBB 1828-Cali 6D LL1 OL /DR Horton /4EBB 1828-Cali "D" LL OL I �t 12.6 Ibs I FROM: AH9412 / T17 / JACK I DRW. 08/02/17 I Truss Label: BJ3 3' 1' 3' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.003 D - HORZ(TL):-0.003 D - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.174 TPI Std: 2007 Max BC CSI: 0.072 Rep Factors Used: Yes Max Web CSI: 0.000 F /RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.00F.0504.20 WAVE o 047102 0 STATE OF 40 015A 38 FF 50 8180 BB 7F 48 00 99 2E 85 FB Tfih itemIms bees .WtroMzxXy%ipcd an:9 ualadby Uar A marttnez, FE((FL.Lic.e4nezfcmthe dat,shaainab usingasitsa aa?h coCsaRieresr earJa. mbtrd cepies efthh daaxm.. warm net cznnfld—d %4ad—d tcand and Stse T, , asdbentkadwcode mml be*aiftd cas aevdxtrenk alas. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 193 / 76 / 162 / - 186 / 8.0 D 51 /6 141 /- /- /1.5 C 64 151 /30 /- /- /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. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Camp. A-B 27 0 B-C 29 -105 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 Ire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI ana SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly iiid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t 10, Ile. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of rri i,orTor n acceptance any structure —1 nnto< new en. its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability or Job Number: 136DCS132 Ply: 1 SEQN: 539410 / T18 / JACK 4EBB 1828-Cali "D" LL OL/DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH Truss Label: BJ1 Wgt: 11.2 Ibs DDRW:. / ... 08/02/17 12 ° 6 p C 2X4(A1) B r� 4" 3 A ? r D 1' 1r [A- 1' Loading Criteria (psf) 'Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R J U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA 'ICe: NA VERT(LL): NA B 150 177 1145 / - / 42 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA i VERT(TL): NA D 11 110 / 18 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA! HORZ(LL): 0.000 D - C -14 128 125 /- / - / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.000 D - R) - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code! Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf P Bldg Code: FBC 2614 RES Max TC CSI: 0.163 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 I TPI Std: 2007 f Max BC CSI: 0.015 C Min Brg Width Req = Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes Max Web CS 0.000 P i Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.01.DOF.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 27 0 B - C 28 19 Value Set: 13B (Effective 611/2013) I Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - D 0 0 Wind�j Member design based on both MWFRS and C&C. + R 40015A38FF5881BAYBB7F490099 ZE 85FB r9aislta�a3wn hcem aktSroasi�nad.mnd x�aiad tey fAx��1 rkartk�cx, PEOL, lit. Glik82(an fl dffiAQ kaWn aLaa'a eriag3 SN3r3 o�ihentkatiasa rasta. 7 aletedcopinscftf%d stmffinatca i aaAgowi�tl=led eaad ttsv 3s Rhenszca4sxms a4e a t uvrm d=W a"twk =tax. "WARNING" READ AND FOLLOW At —IMPORTANT"' FURNISH THIS DRAWING TO ALL a division of ivi i,orTor n acceptance any structure ral notes page anc as INCLUDING THE INSTALLERS i.. Refer to and follow the latest edition of BCSI (Building ming these functions. Installers shall provide temporal uctural sheathing and bottom chord shall have a properly have 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 .mg of trusses.A seal on this drawing or cover pa e )nsibllity solely_for the design shown. The su mobility Job Number: 136DCS132 Ply: 1 SEQN: 689045 / T20 / JACK * I 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL • Qty: 4 FROM: JAH DRW. Truss Label: BJ1L Wgt: 11.2lbs .. / ... 08/02/17 12 6 C 2X4(A1) B c� � o LO coA Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l313" uses design values approved 1/3012013 byALSC Wind Member design based on both MWFRS and C&C. Left bottom chord exposed to wind. D 1' 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D HORZ(TL): 0.000 D Code / Misc Criteria Creep Factor. 1.5 Bldg Cade: FBC 2014 RES Max TC CSI: 0.163 TPI Std: 2007 Max BC CSI: 0.014 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 17.01.01A.0723.13 WAVE OF STJ�TE. 4001SA38FF5B81 0887F4900992E95FS ,loiter 3raa esaa cicet.rrm ya ad waaaladby mmmS,f niftep ��, tte.�araazt � dsAar�naL,��rg� sr+:�a en�catas�ia. ud C0*1ajt1d1si=LMWA�sM0tCMV9=d dpmea d=1ad amc 4i��Si�. anr3�¢�Ysa:d;ade ne .Ebc�sr3f�siat�ectrur� ca�3m. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 150 / 89 / 157 /- / 42 13.5 D 11 /2 /10 1- /- 11.5 C -14 /25 /22 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 27 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building i Safety Information, by TPI an7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dthenvise,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. AppTy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to 60A-Z for standard plate positions. a division of iri i,orrorn acceptance any structure ris drawing any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS132 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: CJ7 2X4(A1) B 43 A 6'3" 6'3" 12 4.24 p Ply: 1 SEQN: 539416 I T21 / HIP_ Qty: 2 FROM: AH Wgt: 42.0 ibs 9'10"1 37" D 3X4 C 1112'X4 FE DRW: 08/02/17 6'1"4 3'2" 6"1 -50 6'1"4 9 9'3"4 911 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 330 1208 (- / - /- / 10.6 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.015 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.034 G 999 180 E 385 1175 / - / 0 / 0 / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 ! - / - . / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.010 F - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 1.5 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2014 RES Max TC CSI: 0.241 E Min Br Width Re 9 q = - Load Duration: 1.25' MWFRS Parallel Dist: D to h/2 TPI Std: 12007 I Max BC CSI: 0.326 D Min Brg Width Req = . Bearing B a rigid surface. Spacing: 24.0 " P 9� C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.256 r Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) I Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Cho ds T C Ch d T s C 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 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 0 pif at -1.41 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.41 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf 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. EM 40 015� 38 FF 56 slgtx seutsctwaatz�e a�e�cc� �(s.. �.a�assztan �itent�caza.m��, as 6 the =pigs. **WARNING- . READ AND FOLLOW ALL NOTES ON '"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTC cable. Apply plates to eacn face of truss ano position as Is 160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall nc 13 00 99 2E85 FB sif'isy Ataxy Martiasav: r ens. omp. ors en . omp. A-B 14 -11 C-D 55 -72 B - C 330 - 650 Maximum Sot 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 INCLUDING THE INSTALLERS ]..Refer to and follow the latest edition of BCSI (Building Ming these functions. Installers shall provide temporary uctural sheathing and bottom chord shall have a properly have bracing installed per BCSI sections B3, B7 or 10, on the Join Details, unless noted otherwise. (Refer to rc any deviation from this g drawin any failure to build the eing of ttvsses.A seal on this drawmg or cover page_ )risibility solely -for the design shown. The suitability C any 4EBB 1828-Cal 6D LL1 OL /DR Horton MEBB 1828-Cali "D" LL OL I Wgt 16.8 Ibs FROM: JAH 55 ! T25 /HIP_ I DRW; 08/02/17 I Truss Label: CJ3L C -i7 T 2X4(A1) B 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 " �-- 1'5" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l36" uses design values approved 1/30/2013 byALSC 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 4'2"3 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D HORZ(TL): 0,002 D - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.091 TPI Sid: 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 40 01 SA38 FF 56 8180 BB 7F48 00 99 2E 85 FB at}s Itmrrihua tsencelxezrns3- tcalad by PJiaxx.-st Mdartfnez, (R. ttc.0471921 min 026M shawm aburm Win$ a SfW'3 fad d=r;;4m=dC. Abendcmp cdtfs&dactxaKaarmnot caa d& mdAgnaa#=d=66 sxaCr thin 1a�RiienGtaAavrsrode msct bmzcrr#fied caam°2dsctraraic sa;lms_ ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 84 /45 /- !- /- /3.5 C 64 /48 /- /- /- /1.5 D 28 /- /7 /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 C Min Big 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 Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 `"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byy TPI anc7'SBCA) is safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer 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 ANSIrrPI 1, or for handlingf shipping, installation and bracing of russes.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Gable Stud Reinforcement Detail ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 mom Wind Sneed. 15' Mean Helnht. Partially Enclosed. Exoosure D. Kzt = LOD 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) ix4 'L' Brace w (1) 2x4 'L' Brace w (2) 2x4 'L' Brace ■ d) 2x6 'V Brace w (2) 2x6 'V Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B -C#1 / #2 3' 10, 6' 7' 6' 10' 7' 9' B' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' - S P F #3 3' B' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12, 6' 14' 0' 14' 0' Stud 3' e' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12, 6' 14' 0' 14' 0' O HF Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' 11' V 14' 0' 14' 0' #1 4' 0' 6' 8' 6' It' 1 7' 10' 8' 2' 1 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' -� S P #2 3' to, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' li' 7' 5' 9' 2' 9' 7' to, III 11' 8' 14' 0' 14' 0' (U D rr L Stud 3' 9' 5' 3' S' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' �-% +> S P F #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13, 11' 14' 0' 14' 0' 14' 0' #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' 10, 10' 13, 9' 14' 0' 14' 0' 14' 0' U L1 Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' O I� P Standard 4' 2' 6' 1' 6' 5' 8' I' 8' 8' 10' 5' 10' 10' 12' 8' 13' 7' 14' 0' 14' 0' aj #1 4' 7' 7' 7' 7' ll' 9' 0' 9' 4' 10, 8' Ill 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' 8' SO' 9' 3' 10' 7' 11' 0' 13' lt' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 111 13' 4' 14' 0' 14' 0' 14' 0' QJ D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' e' 6' 0' 7' 6' 8' 0' 10, 2' to, 10, 11' 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3'1 B' 7' 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d LJ U S P F 03 4' 7' e' 2' B' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 9' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O 1 H F Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 111 6' 12, 0' 14' 0' 14' 0' 14' 0' 14. 0' X #1. 5' V 9' 5' 9' 8' 9' 111 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d � S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' _ 03 - _ _ _4' 9' -7' 4� - 7' -to'- 9t SL_ - 10' V _. �-ll'_7•_ - 12' V----14'-0'- -14'--0'- - --14'0= a-i C D r L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12, 0' 13' 7' 14' 0' 14' 0' Atioutj� able Truss Diagonal brace option, T vertical length may be doubled when diagonal brace Is used, Connect I L I diagonal brace for 600# tl at each end. Max web Br ce total length is 14'. 31E)F I 2x6 DF-L #2 or i better diagonal T I Vertical length shown bracei single ew In table above. or double cut L 45• (as shown) at 1 upper end. Connect diagonal at mldooint of vertical wet AN 1TW COMPANY 133B0 Lakofront o- EaM, City, MO 63045 'all �iR Pe-'4tN••.T p�,g1 -..,ffji Refer to chart above far . tR� � tA1I ildsmng -WARNING" READ AM FOLLOW ALL MMS-ON THIS DRAWDUiI -INPGRTANTww FURNISH THIS BRAVING M ALL CGHTRACTORS ]INCLUDING THE INSTALLERS, R� Q' %GEMS Trusses require extreme care in fabricating, handling, shipping, mstalUn and brachia• Refer+ to and �` i,Ito w the latest edition of BCSI (Buld4+9 Component Safety Information, by TPI and SBCAI fort..safety acute. prior to performing these functions. lnst.u- shall proNtle tenporar bradng per t \_ (pt r aess noted otherwise, top chord shalt have property attached struct; sheathing and bottom dwn-d ff call have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs - f' �dt have bracing Installed per SCSI sections IP, B7 or BID, as appilcobte. Apply plates to each face truss and position as shown above and on the - --lis, unless noted therel.e. _ r �° pip OF �fer to drawings I6OA-Z for standard plate positions. alpine, a division of ITV Building Conpanents Group Imo shall not be responsible for an yy deviation from ;:� w 111 Nil- is drawing, any failure to bukd the truss In conformance with ANS1/1P1 1, or for ho-dina, shipping, r �q yy (� y+� •tatlatlan 6 bracing oftrusses A seat an this drawing or ca- page UsAft acceptance of professional s It teFM drawing"opyera,.�A,ea�\1.�`t\`\\�\\ hulty design Bl�IttlharThe ty and r a e (ems it olely far p(�1 1�% For more Information see this � ALPINE mAtpawitv.coni TPb nw.tpTftS"rgi SBCAr wwv.sbclndustry.orgi IM wwwtccsafe.org - Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hen-FIr #1 / #2 Standard #2 Stud #3 1 Stud I 1 #3 Ist.nda,dj ➢ou las FIr-Larch Southern Pinewwet #3 #3 Stud Stud Standard I Standard Group Br Hen -Fir #1 V Btr #1 Dou las FIr-Larch Southern Plnewww #I1 #1 #2 a2 ix4 Braces shall be SRB (Stress -Rated Board). wwFor ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rades. Gable I russ 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' outtookers - -with-2' O�overhang, or- 12' plywood overhang. Attach 'V braces with 10d (0.128'0.0' mIn) nails. )K For (1) IV braces space malts at 2' o.c. In 10' end zones and 4' oc. between zones. 3()JEFor (2) 'L' bracesn space nails at 3' o.c. In 18' end zones and 6' o.c. between zones 'V bracing must be a minimum of 80% of web member length. 11 Gable Vertical Plate Sizes Vertical Len tin No Splice Less than 4' 0' 2%3 Greater than 4' 0', but less than 11' 6' 3X4 Greater than ll' 6' 4X4 + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detall. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 TOT, LD. 60 PSF SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ❑ri 120 mnh Wind Sneed. 20' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species IGrade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace wig (1) 2x6 'L' Brace x (2) 2x6 'L' Brace ■ Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B - S P F #L / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 6' 9' 9' 2' 11' 7' 12' 0' 13' 9' t4' 0' #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' It, 11' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' I1' 2' ill 11' 13' 7' 14' 0' rill Q H F Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' Ill 9' 8' 10' 4' 13' 1' 14' 0' #1 3' 10' 1 6' 4' 6' 7' 1 7' 6' 7' 9' 1 8' 11' 9' 31 1 11' 9' 12' 2' 13, it, 14' 0' -j S P #2 3' 8' 6' V 6' 6' 1 7' 5' 7' 8' 1 8' 9' 9' 2' 11' 7' 12' 0' 13.191 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' d D F Stud 3' 7' 4' 10' 5' 2' 6' 5' G' 11' e' 9' 9' 1' 10, 1' 10, 10, 13, 8' 14, 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' ill 9' 7' 12' 2' 13, 0' U #L / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13131 13' 9' 14' 0' 14' 0' :p S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' ill 10' 4' 13, 1' 13' 7' 1 14' 0' 14' 0' i U 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 1 14' 0' 14' 0' O Standard 4' O' S' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' ill 10, 12' 8' 14' 0' 14' 0' (3) #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13, 9' 14' 0' 11, 0' #3 4' 1' 5' 11' 6' 4' 7' 11' e' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Q1 I D F L Stud 4' V 5' 11' 6' 4' 7' it' 8' S' 10, 0' 10' 5' 12' S' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' D' ill 9' 14' 0' 14' 0' �j S P F #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' Ill 5' 14' 0' 14' 0' 14' 0' 14' 0' X O H F Standard 4' 5' 6' 6' 6' 11' 8' B' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' 41 4'- 10' 8' 0' 8' 3' 9' 5' 9' 9' 11, 2'_ 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' Ill 8' 2' 9' 4' 9' 8' ill 1' Ill 6' 14' 0' 14' 0' 14' 0' 14' 0' 6 03 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' ill 0' IV 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' ill 6' 14' 0' 14' 0' 14' 0' t4' 0' Standard 4' 5' 6' V 6' 5' 8' 1' 8' 7' 10' 11' It' 5' 12' 8' 13' 7' 1 14, 0' 1" V Bracing Group Species and Grades, Group A, S ruce-Pine-Fir Hen -Fir #1 / #2!Standard I#2 Stutl 03 1 Stud 1#3 Stnndnrd Dou Las Flr-Larch Southern Pinewwx 03 #3 Stud Stud Stnndnrd Standard Group Bi Hen -Fir 41 IL Btr #1 Dou Las Fir -Larch Southern Plnewww #I #1 #2 #2 lx4 Braces shall be SRB (Stress -Rated Board. wwFor 1x4 So, Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable I russ 1letail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces,::th 10d (0.128'x3.0• him) naps. Aboutjt: For CI) 'L' braspace nails at 2' o.c. able Truss In IS' end zones and 4' o.c, between zones, )K)KFor (2) 'L' braces- space halls at 3' o.c. Diagonal brace option r-. -r In 18, end zones and 6' o.c. between zones. vertical length may be doubted when diagonal eDI-L X "Llbr lea must be n minimum of 80% of web brace Is used. Connect L nenbelength. me diagonal brace for 690# 'L' Gable Vertical Plate Sizes of each end. Max web Brace total length Is 14'. 31E jlE Vertical Len th. No S lice I Less than 4' 0' 2X4 better diagonal r Greater than 4' 0', but 4X4 less than 12, 0' Vertical length shown brace) single 18' In table above. 45• or double cut Cas shown) at L 1 + Refer to common truss design for upper end. u Li LP u U I I I u peak, splice, and heel plates. u L ontinuous Bearing Refer to the Bullding Designer for conditions Connect diagona at //11111111 not addressed by this detail. (L�al length, midpoint of vertical web. Refer to chart above for max gdl'e r _VARNDnww READ AND fm.LOV ALL N9TES o1 THIS DRAVM ,o114PORTANTww FURNISH THIS BRAVING TO ALL CON' ACTINtS DiCLUDING THE INSTALLER& �.�` %, REF ASCE7-10-GAB16030 DATE 10/01/14 Trusw ses reGulro ereme wtcare In fabrlcnting, h-dilmg, sHppf, instniting and brachg. Refer to and fallothe latest edtion of BUT®utdng component Safety Information, by TPI and SBCA) for safety `_�e. y�G[-�s� N� DRWG A16030ENC101014 practices prior to performing these functions. 1-tat halt pravide temporary brpd per BCSL top have structwal sheathing an bottom chord Z ` No ww f1droll Unless noted otherwise, chord shall properly attached shot) have a properly attached rlgId ceithg. Locations shown for permanent lateral restraint of webs have bratlng hsta0od per BCSI sections 83, B7 or Sto, as appllcable. Apply plates to each face - It I�ILI�-� of truss and positton as shown above and on the hint Ds tals, uhless noted othorNsa. Refer to drowhgs 16CA-Z for standard plate positions, Alpine, ITW BuBdng Components Group Inc. shall be responsible for any deviation from -r A I E OF AN iTWCOMPANY dvislon of not this drawaha, any FdRw to bold the truss In conformance with ANSI/TPI 1, or for handWg, shipping. f % -O Q' MAX, TAT. L D, 60 P$F irgswes.Coaeat. Installation ik is dru rul ace professional A seal or, *his draNr,D or rnver page listing this drarhe, Whites nand use t engineering respons@lNlty solely for the design sham The slltobWty and use of this drawing of For anY s e the Mclnegral Designer i - MAX. SPACING Z4,0 13380 Lake0ont Drive EaM CIty,M0630a5 ore Informationwseey this pere�d heseS#c sites- ��FSN NAV ALPINE, www.ulpheltw,comi TPh wmtpb�t,orgi SBCA, www.sbcbbidustry.org) ICC- wwwJccsafaorg t�; 'T Reinfoi Memt Go Tr Gable Detail Fnr I a-F-In VPritirnlc to pproprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates, vertical plates overlap, use a to that covers the total area of lapped plates to span the web. 2X4 2X4 2X8 rrovtae connecztons ror upurt spectriea on me engmeerea truss aesign. Attach each 'T' reinforcing member with End Driven Nallsr 10d Common (0.148'x 3',min) Nails at 4' o,c. plus (4) naps In the top and bottom chords. _ a Toenalled Nallsr Iod Common (0,148'x3',nin) Toenails at 4' oc. plus (4) toenails in the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind toad. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A1001505f014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A1403a(351014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PEDI01014, A11530ENC101014, A12030ENC101014, A14030ENCI01014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPED301014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End-nait 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 chard. IT' reinforcing_ member naterlal -must-match-size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c, SP N3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase <From Above) = 307 = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' 'T' Relnf, Mbr. Size 'T' Increase 2x4 30 2x6 20 ■.INpDRTANT>v� FURNNISTHIS DRAWING TO °ALL"LL KIMS IN S THIS �"'i� IMnA<.1.>:Rs, ��•� L. EV�tJ,,� REF LET -IN VERT Trusses require extreme care In fabrkntbg, handling shipping, Installing and brndng, Refer to and `� f �� folio. the lntect .moon of HCSi CHuktling Component Safety 6forma" by TPI and St1CA1 For saFety �` �� \ E t� DATE 10/01/14 practices prior to performing these functlons. installers shop provide temporaarryy brncl per HCSL G ITR: unless rented otherwise,ya top attached shall have properly shownattachedfor permanent lateral and bottom chord r shot! have a property attached NNgaid celha• L property shown for permanent lateral restraint of robs �� / 5 - DRWG GBLLETIN1014 d shatt have bracing installed per 8CS[ sections H3, R7 or HID, as npdkabte. APpty plates to each Face I� f truss nrd position, as shorn above and on the Joint Metals, uurr�dee5ss noted otherwise. Lpo F9 Refer to draseps 16OA-Z for standard pint. positions. Atphe, a divLsion of ITV Building Components Group Inc. shad not be responsible for an deviation from - $T�ATaw OF MAX, TOT. LD, 60 PSF AN fI\N CnMPANY this dr—Ing, any 0'.11— to buRd the truss N conformance with ANSI/TPI 1, or for handling, sWpplmo, Installation 6 bro[bg of trusses. A seat om this drorkp or cover pn US OV this drawing, Intlkates acceptance of professlorol = 'O engknerbg reaponsbllty solNy fort desiprr sham Tina at/toWlty A; use of Ote dra.ne � 9 t�yQ� UR, FAC. ANY 13389taketront Drive for any sWctlp'e Is tM resporrsWlty of NALa g Dosigner per ANSVIPI I Sect % O O R, \v Earth City, for more Information see this Job's general notes page and these web sites, MAX, SPACING 24,i]' ti ALPIND wr..alokrNt.comi TPL www.tobstoror SHCA, ..r..bcindust—rot IC6 wwwJcesaf..ero �i, C�.Qr, r[,�.. Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. IK)KAttach each valley to every supporting truss with, (2) 16d box (0.135' x 3,5') nails toe -nailed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted In lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates. 3X4 12 12 Max, 2X4 X4 �- 8-0-0 Max -� 4X4 12 12 Max, I 1X3 1X3 (Max SX4/SPL Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web Is permitted with diagonal bracing as shown In DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss Installation, Or Purlins at 24' oz. or as otherwise specified on engineer's sealed design Or By valley trusses used In lieu of purlin spacing as specified on Engineer's sealed design. xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Valle Spacing Pitched Cut Bottom Chord Valley Toe -nailed / 2X4 Q Gil` 20-0-0 (++) -i Supporting trusses at 24' o,c. maximum spacing, 2X4 4X4 Square Cut Stubbed Valley ' Optional Hip Bottom Chord End Detail Joint Detail 11151t1i11111/1!/,/ w■WARRIM w F"D Aran FULLDv ALL "ma ON TIM mt %MG .�` Lj�G TC LL 30 30 40PSF REF VALLEY DETAIL "DWMA1Rww F MCSR TIM IIUWM M ALL CDNTRACTOU IIAMM I] TIC DISTALI roe Trusses rwquNe ewtrene taro 1. fobrkotbp, handling, sh1ppf, batnlUng and bro ft. Refer to and \ /' foUa the latest edition of SCSI UkAeling Component Safety informtlon, by TPI and SBCAI for Safety l :E�`la IC DL 20 15 7 PSF DATE 10/01/2014 practices Prior to Performing these functions, installers shall Provide tenpornry bracing pm BCSI. r` Urals tad othw 1.,, top chord sMU have properly attached structural shwa ing rd bottom chard _ r� ` Ik DL 10 10 10 PSF DRWG- VAL160101014 shall have a properly attached riIggid celWWa Locations shown for perhanent lateral rostralnt f webs �� shall have bra" Installed per BCSI sections the J or Ut ., applicable. Apply plates to each face - d O f truss and pocltion as shown above and on tmo Joint Betaaa, u dads mama therdww. = /�/' LL 0 0 0 PSF Refer to dra�ln9. 16gA-Z for standard plate pocitlons. I�1/ Atpine, rM.Ion of ITW B.Rding Dorgan-ts"oWInc shad mat be responsible for yy deviation from - 1 �-F OF T!]T, LD, 60 55 57PSF API It1N WMfDMiI' this drawing, on, foiluro to build the truss in canfornance with ANSI/TPI 1, or for h.. .0, shipping, y instattotion L bracino of trusses. A seal on this drawing or cover page listing tlis drawing, wwlcntes acceptance of professional engexertq rosponslhAhty solely far the design shown. The suttabuoy and —a of ttis drawing UR.FAC.1.25/1.33 1.15 1.15 fr any ctntLre b: ihv rospartcbWty Of the BLAding D..19— per ANSI/TPi I S.CZ 13389 Lakefront Drive for more InfornoVon see this ,fob's generat notes page and these web sites ' i�r'�T �•.'•�'+�'" 'L �� SPACING 24.0' eanh City, MO 63046 ALPINE, ww Lpinelt—onl TPI, --pint iii SBCA, wwwsbdMustrysrgl 100 —Iccsafeorg >> 4�1t i". ��` Piggyback Detail - ASCE 7-10! 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1.00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere in roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1,0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In, roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane toads over gable ends. Maximum truss spacing Is 24' o.c, detail Is not appllcable If cap supports additional toads such as cupola, steeple, chimney or drag strut loads. six Refer to Enaineer's sealed truss desion drawlno for oinovback and hn— truss sopcificatians. Detail A i Purlin Spacing = 24' o,c, or less Piggyback cap truss slant Walled to all top chord I2 purlin bracing with <2) 16d box nails <0.135'x3.5') and secure Up to 12 (1 side only atpeach end) chord attached a xta hed oath scab 2 rows of 10d box nails (0.128'x3') at 4' o.c. 4' 2' 4' Attach purlin bracing to the flat top chord using (2) 16d box nails (0,135'x3.5'). 2' The top chord #3 grade 2x4 scab may be replaced urtin Spaclrtg = with either of the followings (1) 3X8 Trulox 24' o.c. max plate attached with (8) 0,120'xl.375' nails, (4) Into cap TC & (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'x1.375' nails. Note, Nailing thru holes of Top Chord Scab (Typical Each End) Flat top chord purlins required at both wave plate Is acceptable. ends and at 24' max o.c. spacing In between. Detail B Purlin Spacing > 24' o,c, _ - �_ e�—Piggyback_cap--truss-slant-nailed-to-alt-top-Eli`rd`purUn bracing with (2) 16d box nails (0135'05') 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 purtin bracing to the flat top chord using a minimum of (2) 16d box nails (0,135'x3.51). Up to 12 V I I Gil P 24'to.cnml) max Chord Scab (Typical Each End) Chull ard Flat top chord purllns required at Depth both ends, purtin spacing > 24' o.c. Notes If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max. and use Detail A. —WARNU"" READ AND FmtOv ALL NaTES ON THIS Ix WDG ■mwaaTANTo FLIMUSH Ttas DRAWING m ALL CONTRACTaas eh0.UDMG THE DWALLERS. 4' x In addition, provide connection with one of the following ,methods,_ _ Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c, with (4) 0,120'x1,375' nails Into cap bottom chord and (4) In base truss top chord. Trutox plates may be, staggered 4' o.c. front to back faces. APA Rated Gusset 8'x8'x7/l6' (min) APA rated sheathing gussets (each face), Attach @ 8' o,c. with (8) Rd'common (0.113'x2') nails per gusset, (4) In cap bottom chord and <4) In base truss top chord. Gussets may be staggered 4' o.c, front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face). Attach @ 8' o,c. with (6) 10d box nails (0.128'x3') mscab, (3) In cap bottom chord and (3) in e truss top chord. Scabs may be staggered 4o,c. Front to back faces, 28PB Wave Ploavback Plate @One 28PB wave plgggyback plate to each face fabrication. ttacheto supporgiyingctrusstwithof (4) 0.120'x1.375' nails per face per ply. Piggyback plates may be staggered 4' o.c, front to back faces. Trusses retests (dVan o ere N fabrimting, nend9ng, shipping.If. hstatuna and braclnp. Re Per to and folios the latest edltlan of BCSI (Belding Canponent SOFety Infprnatlon, by TPI antl SBCA) For safety : •y A ` Gf+ !�• �` \VE practkes prior to perfornkg these functlens. lnstoaers shot( p—Ade temp—ry bradng per BCSL top Untea noted otharel-, chord shall have properly attached structural ahaa4Wng and bottom chord c share far, pernonerrt lateral robs shall have a properly attached IOW ceiling. LR3, O rg testtolnt h B7 Ghaa have r4o r instas c per B I sections B3. 1J or Beta as applicable. Apply plates to cosh face and pas 160 as Goren andar ant n the Joint DOtalaa Unlea6 nOtetl OtheMae. Re Refer to drortrps 160A-Z for standard API fllN aDMPAPIY erU'to pia}'e posl<lons Alpine, a division of of 1TV BWlding Components Group T,x� shall not be responsible for an om dwiitlon fr tHs draring, any Falure to bu0.d the truss In conformnce dth ANSV7PI 1, or for hnrWlk,g, sNPptrq, _ hsta(taUon L bracing of trusses. A seal an this dr aeing Or M— page listing thi3 draring, I. W..t-—eptanae of profesaibrid e.gk.eerklg respmmblity solely Por the design shorn. TM sultnblFty and use of tMs drashg Gy�rq��q 6F td for any atruet,�e la tix resptxrtbllty of ins BuRdMg ]Ir�ignrr per MIsVfPI 1 Seca 73389 Lakefront Drive For nore Information see this Job's general notes page and these see sties. SPACING 24,0u Earth City. Mo B3045 ALPINE, rrralckwiftoom TPD rrs.tolnstoro, Seca rrrsbclndustrv.crol IM swelccsafeara 'As.j fllA1 Chl�`".e�� EF PIGGYBACK ATE 10/01/14 RWG P13160101014 a a Hip frame stops at plumb cut of jacks to maintain pitch continuity. Hip frame lumber is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better, Frame Details See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, I'R' Hip frame chords may be trimmed up to 2' to fit, purlins must be intact and properly attached, Hip Frame Stepped Hip Svstem Trusses Pitched and Sheathed Chord Area Hip Frame)K 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 this detail ASCE 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame Hip frame - provided by truss manufacturer, is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of indicated, Flat top hip frame system where Indidi ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must So, Pine lumber, ASCE 7-02, 140 mph, 30 Mean Hgt, Partially Enclosed, Cat II, Exp C, Structur anels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hira��r�i'1I i'Pi' wrlins, wwVARNINGW REAR ANB FTILLIIV All NDTES W TFBS DRAVINO -ij,�- ^Cp, -'/A _'. REF HIP FRAME w.tt(ppITANT— FURN= TIDS tM%R 6 TII ALL COOVACTOM 114MONG THE INSTALLERS ` QGEjV Trusses require extreme care In Pobrrating, KwWling, shippIng, mtauing and brachg. Refer to and�\ `�C _l DATE 10/01/14 fpprarllov the tatest erdtton of SCSI (Bukding Component Safety Information, by TPI raynd SBCrAA)p for safety N 1_ lln(esi noted Wteo Mse, op dt ds shall have prpperlyt Xtt led structural eatMlrI'd bPotton chortl _ shall have A property tmdud rigid cNlina Lomtlons sham Far pernanent lateral restraint of webs. _ _ DRWG HIPFR1801014 Q �� shall hove bra_ Installed per BCSI sectirns 83, B7 or BID, ns opplkoNa. Apply plates to each Poce c/ w of truss and ppas Ion os sham above and on the Joint Deta4s, uhiess rested o "Ise. A Refer to drawings 16DA-2 for standard pinte positlons. .Q j / E OF Alplre, a OvIsIm of ITV Budding Components Group 1— shall not be responsible for myy deviation from A - AN EtN ITW OOMPANY t19 draw np, arty %—e to Id the truss in conformance with ANSVTPI L or for handtlng, shippk g %�� ` C R lO instnilatbn 6 brac4.g P trusses. N A saal on tuts drawwkngy t cover page hating this draogt. trulcates acceptance of professbml ',�y{:$p�I-1, `T•y; 13389 Lakefront Drive for�ftare t�s f3re Narespar�dle this job's =4 these sob sites i �'I Earth City, MO 63045 �� ALPINE nraipIrwitw4-i TPA www,tpbctorg, SBCl4 rwr.sbclndustryorgl ICO neJccsafe.arg ////llllllitll r CLR Reinf orcing This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-rein forecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf, Scab Relnf, 2x3 or 2x4 1-row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 s _ _ _ _I_row---- 2x4— - —-----1=2x`6- 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x600 T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 00 Center scab on wide face of web. Apply (1) scab to each face of web, Member Substitution T-Reinforcement Or T-Relnf. L-Reinforcement: or L-Relnf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.01,min) nails at 6' o,c. Reinforcing member Is a minimum 807 of web member length. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. A ttach_with_IOd-(0,128' x3,0'-,min)-nail s at 6' o,c. Reinforcing member Is a minimum SO/ of web member length. Scab ,/ .01 � FAIL onw0tTANT "`�'IM I 00- MA, M TU ALL w,YRAMM DNaM UN ELIMM T1THE aurul�as Ji�,�jR''•,,, TC LL PSF REF CLR Subst. Trusses require extrene care M fabrIcatMg, handitng, shippUV, Installing and bracing. Refer to and ��•�`"vEl fouor lino intact emtlon of HCSI CBultlirgl Cohpor�ent Safety Infomntlan, by TPI and "' far safety practices prior to perfwMV these functions. InstnBers shall provitle tenporery bra=cing per BCSL `� Q' CE �AA-- � �� sYs� "�� i TC DL PSF DATE 10/01/14 DRWG BRCLBSUB1014 Uhl ss noted otherwise, top ward shnR hove properly attached structurat sheathing and button chord shall have a properly nttnrhetl rigltl telling Locations shown for pernanent lateral resiraMt of rebs Ale( C DL PSF v d I �i� �� J or Blg, as oppttabte.no Apply plates to eacFf fats shall have andP.S Msta9ad per Bba tend on the of truss nntl posltkvf ac sham above and on 4he JOMt Detnlc, untssc noted otherwise. = g ✓)f"'/ )K C LL PSF llL= Refer So dravhgs 16t1A-i for standard plate poVtlms. AlpMw, a nBvlsbn of In+ MdMg Conpolentw Gu p Inc 5ho11 not be responslbte for any deviation fro+ = AN rrW COMPANY this drawing, any falure to buRd the truss in conrarn —ce with ANSI/TPI 1, or for hndl nhg, sWppkV, O ❑T, LD, PSF Mstaltotbn c bracing of trusses. A seal an this drawing or cover Pape UstMg this drawMp, b+dcaUs acceptance of profess7mrol e re,,., %solely For hie design sham. The sultabllty and use of ties droring furor k the of the Mdhg DrsJ ANSI/TPI I Sec.& �t r 'Jr +e 1fi T-, Q`., 1J DUR, FAC. 13389 LakeUonl Ddtre nnresp,waftity oer per 1 �6+e�. EaAh City. M08311g5 ALPINE wewotoheitw.eani TPI eww UbWt.orp, SBCAI wee.shcMdustrvom IM wwwbccofsara �ft1 D'�Pl e.,., raAi t+,At'6�` 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 Duration of Load or web member. This design Is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed, Contact the truss manufacturer for any repairs that do not comply with this detail, (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B> (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Applyy one scab per face. Minimum side member lengths) = (2)(L) + (B) Scab member length (S> must be. within the broken panel, Nail Into 2x4 members usng two (2) rows at 4' c,c., rows staggered. Nail Into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nail using 10d box or gun nails (0,128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is Limited to Visual grade #1 and MSR grade 1650f. This repair, detail may be used for broken' connector plate at mid -panel splices, This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads, S L so L 4' o,c. 'Typical F-- + O + O N, + 10 + 0 O + O + O + O + —I 2' [— Stagger + = Back Face 10d Box (0.128' x 3', min) Naitst O = Front Face 2x4 Member - Double Row Staggere 2x6 Member - Triple Row Stagger_e, Nail Spacing Detail 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 R 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 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# Mnlnun L Distance aVARNINfv' >. READ AND FOLLOV ALL NOTES Q! THIS ➢PAVWCil 1`' e, REF MEMBER REPAIR " PORTANTws rWdSH DOS BRAVING TO ALL CONIRACTOR4 INMUBING THE INSTALLERS (� r� oe, Trusses require extr— c e h fnbrkating, h-.RbV, shlooing, InstolBng and b—ing. Refer to and �``\`► �l]1a 1 o DATE 10/01/14 foUow the latest "13- of BCSI (BW,9,V Component Safety )nf—tlon, by TPI and SBCA) for safety ` +� practices prhr to performing these funcflons. [nstallers shall provkfv temporary bratlng per BCS1. N Unless noted otherdse, top chord shalt have properly attached structural sheathing aid bottom chor * D RWG REPCHRD1014 shall have a property attached rigid toting. Locations chain for pwrmanent lateral estraln4 of shall have brads Installed per BCS1 sections H3. B7 or B10, as ap laable. Apply plates to each face R d II IL—I1� of truss and posltlo s shown above and n the tM Detals, unless noted atherlrlse, Il l�lUr—� Refer to drawings IUA-Z for standard plate positions. OF Aiph,. o dvislon of [TV Building Components Group Inc, shall not be responsible for any deviation fron $ �t (;. AN iTWCOMPANY this drnrhg, nrry falure to bold the truss In confornonce with ANSI/TPI 1, or for handUng, shipping, i T a 4,stnllatbn 6 bracing of trusses. �� A seal on thls "'ung or cover page Usting this id drawb,g, Ncates acceptance of profes What '�/ �R angYKer4g respanamglty solely for the design shown. The sultabllty and use of this drawing/ l:J' 13389 Lakefront Orva for way StrueWrc is the respw�llty of tho R.Rdit Dper esigner ANSI/TPI I Sect \v� Earth City, MO M5 for ho a Inn reati see this tslnsb's gieneral notes esdrpage and ryyorheIe web ebrsiites, Arg //t//I ��ll[Ztttt`t SPACING 24,0' MAXI ALPINE, wwwo( THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O,C. MAX. STANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING AND 10PSF MAX. CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET „ ,,, ,,,, MAX. —I LENGTH TO TRIM 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— _ + QR_- 12.�-OF- THE PANEL POINTS AL"ONG�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). WLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS, SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' ❑,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 T USE THIS DETAIL FORT 1CTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITION :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, BER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'). 3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS. WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION NOT IVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR LOAD CONDITICHANGE NON OR ESUPE ❑ TRAME CONDITIONS. LOCATIBRACING NS R QU I IMENTS MYNG❑ES IICTI 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 B-OTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (❑R OSB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') 2 3' D.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), —WARNBOM READ ATDI FOLLOV ALL NOTES ON THIS DRAV9a —DPMTANTn FU 112i TM DRAWM TO ALL CQITRACTM DICLOM THE WTALMM Trusses require extrene care In faiorkating, hontlibip, shipptnp, 4�stnlllno antl bra Reftr to an fdloe thr latest etlltlon of SCSI <Buldnp Canponent Safety InPFornatlon, y TPI and BCN for sofet; prn .a pAor to perfor.hii these functions Instaiters shnU provW¢ tanpwnrryy hracing per BCSL UNtss noted otherwise, top chord shall haw properly attached structu 1 shox a and laotton ch r shall hove A Property attached rlgtd ceUn4 Locations shorn Par pernanerrt laterat restraint of eei shall have rod position as per BCSI sections the J or Dte, as oppl" no Appty plates to each fac of truss and position as form obove and t. the Joint Duals, ess rented otherrke. Refer to droveps 16tIA-Z for stantlord plate posltlans. Atpine, n diNslon of TTW SLAdtlbInpD Components Wa� Im shall not be resptlewi onsible for any htbn P AN RW COMPANY this d—ebru +p, any falure to bJtd the tss In canFor -a vKh ANSI/TPI L or for handUng, shippir�, h.staltatbn L b ..Inn of trusses. A Seal on this drawing or cover pope lbtYq this drawing, k4cotes Acceptance of professional angYuerbp responAA solely for the de sheen The suftAWty Arai use of this drawing 13369 Lakefront Orive for nrry s3t¢4rrs is tM respmrc6itlty of the MAIn l Designer per ANSf/TPI 1 Sec2. Ear8i Cary, inniodMO 5 For nore Infwnntion see this Job's general notes page and these vela sites. ALPIND vecalalneite.coni Wit vvetolnstorm SBM vev.sbclmlustrv4m ICO vvvlccsafeoro N S AtEOF EF BC FILLER ATE 10/01/14 RWG REPBCFILIC14 +��. 9NIOb'dS `�yt/! �6y! 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(wow) :I-,41ldn #OTZ ppd t31❑N •sapads llo uo j pamollo apo A6 4agwnl wnwlulw all. sl Z# t31❑N •()K) molaq a,4n5ld ul umoys a AaL{m sllou .ono j jo sja:.snlo snld •o-o ,8 :.o sllou (ulw 'a0•Cx+8Zj'0) xoq pOj Na-Im p.4ok4o do:. do ao•od auo 01. qo:)s 6Uol.{ .lano t,{oo4-a.y 'q:.6ual 6U'Ol.l AaAo aq:: sawl:. as Aq:: puo u6lsap paloas s,.Aaaul6u3 uo pa4.ou6lsap pioLp doh so saloads puo apo.A6 awos 'goos i,XZ wnwlulW '00'1 = ;-z>l 'dsd 0.9=-1Q 3S pulm ',4sd 2'�=3Q 31 pulm ' joo.A ul a AaL4mAuo pa:.000l ':.6u{ uoaw q,,d 00,0E 'Q dX3 'pulm Wdw -O$,I u❑ '3 dX3 `pulm qdw 091 OT-L 33Sd '00'T = a-z>i ',4sd 0'9=-IQ ❑S pulm 'dsd Z'b=-IQ 61 pulm . ',400.A ul a AaLAMAUo pa4.o:Dol ':OLi uoaw :�J 00'06 3 dX3 'II ld❑ 'pulm Lldw 021 SO-L 33Sd -lId1:]Q DNVHd3A[I -bX2 Sd3S �S I S u I 0 I l i O! 12 (2) 16d TOE NAILS 1 IVARIES OPTIONAL SCISSORS 807TOM CORD 3 i -- (2) 16d TOE NAILS 8-0=0 MAX. SPAN I. I TYPICAL END JACK (EJ) i i N.T.S. i i i i 3 I i t 12 (4) 16d NAILS VARIES See Connection Detail I OPTIONAL WEB CONFIGURATION 3X4 - (4) 16d NAILS I See Connection Detail 11-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) N.T.S. I 1 i TYPICAL CORNE17i, SET INSTALLATION TYPICAL LOADING (P.S.F.) II.E: SHINGLES: TOP LIVE LOAD:I 20 20 TOP DEAD LOAD: 15 7 801TOM DEAD LOAD: 10 10 TOTAL.• i 45 37 STRESS `INC. 1.25 1:25 WIND DESIGN: aj X. 160 MPH PER ASCE 7-10 MAX. 24" O.C. t "WARNING" Read & Follow all notes on this drawing. Furnish this drawing to all Pontractors including the installers. i 0 W Jack EJ ed Jack (8J) W m 4, 3J) ir c� m a_ CONNECTION DETAIL �CJJ S (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM �m�GJ 2x4 SYP Nailer 16" Long Got�L e-0' Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. 12 VARIES � (4) 16d NAILS nd - - - 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK_(CJ) N.T.S. ��,aaas�aaFBe aee�P.y�cENSF'v�c''� No MANUEL MARTINEZ, P.E. e FLORIDA REGISTERED ENGINEER -a V. LI`C EN S E# PE 47182 ® '. ESTATE OF :4> a J. .4 O R e 'dA®1A11fa